














                                  SURVEY CONTROL DATA
                                
                             STATE=DE
                             [MARCH  2, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2507 ***********************************************************************
 JU2507  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2507  DESIGNATION -  0658 B
 JU2507  PID         -  JU2507
 JU2507  STATE/COUNTY-  DE/NEW CASTLE
 JU2507  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2507
 JU2507                         *CURRENT SURVEY CONTROL
 JU2507  ___________________________________________________________________
 JU2507* NAD 83(1991)-  39 43 26.17833(N)    075 33 34.82675(W)     ADJUSTED  
 JU2507* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 JU2507  ___________________________________________________________________
 JU2507  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JU2507  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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 JU2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)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.This Tidal Bench Mark is designated as VM 2962
 JU2507.by the Center for Operational Oceanographic Products and Services.
 JU2507
 JU2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2507
 JU2507.The geoid height was determined by GEOID03.
 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  =   0.99963304
 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    3  
 JU2507
 JU2507.Superseded values are not recommended for survey control.
 JU2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2507.See file dsdata.txt to determine how the superseded data were derived.
 JU2507
 JU2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5203497268(NAD 83)
 JU2507_MARKER: DD = SURVEY DISK
 JU2507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2507_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2507+STABILITY: SURFACE MOTION
 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 = MARCH  2, 2009
 JU2508 ***********************************************************************
 JU2508  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2508  DESIGNATION -  0714 A
 JU2508  PID         -  JU2508
 JU2508  STATE/COUNTY-  DE/NEW CASTLE
 JU2508  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2508
 JU2508                         *CURRENT SURVEY CONTROL
 JU2508  ___________________________________________________________________
 JU2508* NAD 83(1991)-  39 43 14.99459(N)    075 31 44.08154(W)     NO CHECK  
 JU2508* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU2508  ___________________________________________________________________
 JU2508  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 JU2508  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 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.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.This Tidal Bench Mark is designated as VM 2967
 JU2508.by the Center for Operational Oceanographic Products and Services.
 JU2508
 JU2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2508
 JU2508.The geoid height was determined by GEOID03.
 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       -   1.00000481  x   0.99999614  =   1.00000095
 JU2508!SPC NJ       -   1.00000481  x   0.99999577  =   1.00000058
 JU2508!UTM  18      -   1.00000481  x   0.99962530  =   0.99963011
 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    3  
 JU2508
 JU2508.Superseded values are not recommended for survey control.
 JU2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2508.See file dsdata.txt to determine how the superseded data were derived.
 JU2508
 JU2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5466996907(NAD 83)
 JU2508_MARKER: DD = SURVEY DISK
 JU2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 AA9307 ***********************************************************************
 AA9307  PACS        -  This is a Primary Airport Control Station.
 AA9307  DESIGNATION -  0N4 A
 AA9307  PID         -  AA9307
 AA9307  STATE/COUNTY-  DE/KENT
 AA9307  USGS QUAD   -  LITTLE CREEK (1993)
 AA9307
 AA9307                         *CURRENT SURVEY CONTROL
 AA9307  ___________________________________________________________________
 AA9307* NAD 83(2007)-  39 11 57.18191(N)    075 29 13.14157(W)     ADJUSTED  
 AA9307* NAVD 88     -         6.25   (meters)      20.5    (feet)  GPS OBS   
 AA9307  ___________________________________________________________________
 AA9307  EPOCH DATE  -        2002.00
 AA9307  X           -   1,240,308.656 (meters)                     COMP
 AA9307  Y           -  -4,791,427.046 (meters)                     COMP
 AA9307  Z           -   4,009,462.920 (meters)                     COMP
 AA9307  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AA9307  ELLIP HEIGHT-         -27.967 (meters)          (02/10/07) ADJUSTED
 AA9307  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AA9307
 AA9307  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9307  Type    PID    Designation                      North   East  Ellip
 AA9307  -------------------------------------------------------------------
 AA9307  NETWORK AA9307 0N4 A                             1.61   3.02   4.78
 AA9307  -------------------------------------------------------------------
 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 February 2007.
 AA9307
 AA9307.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9307.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9307.The horizontal coordinates are valid at the epoch date displayed above.
 AA9307.The epoch date for horizontal control is a decimal equivalence
 AA9307.of Year/Month/Day.
 AA9307
 AA9307.The orthometric height was determined by GPS observations and a
 AA9307.high-resolution geoid model.
 AA9307
 AA9307.GPS derived orthometric heights for airport stations designated as
 AA9307.PACS or SACS are published to 2 decimal places.  This maintains
 AA9307.centimeter relative accuracy between the PACS and SACS.  It does
 AA9307.not indicate centimeter accuracy relative to other marks which are
 AA9307.part of the NAVD 88 network.
 AA9307
 AA9307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9307
 AA9307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9307
 AA9307.The ellipsoidal height was determined by GPS observations
 AA9307.and is referenced to NAD 83.
 AA9307
 AA9307.The geoid height was determined by GEOID03.
 AA9307
 AA9307;                    North         East     Units Scale Factor Converg.
 AA9307;SPC DE       -   133,124.228   193,925.831   MT  0.99999545   -0 02 40.0
 AA9307;SPC DE       -   436,758.40    636,238.33   sFT  0.99999545   -0 02 40.0
 AA9307;UTM  18      - 4,338,997.253   457,949.624   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|---------------------------------------------------------------------|
 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  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(1991)-  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
 AA9307.Superseded values are not recommended for survey control.
 AA9307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9307.See file dsdata.txt to determine how the superseded data were derived.
 AA9307
 AA9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5795038997(NAD 83)
 AA9307_MARKER: I = METAL 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 - April 14, 2003
 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
 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' 
 AA9307' 
 AA9307' 
 AA9307' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AA9308 ***********************************************************************
 AA9308  SACS        -  This is a Secondary Airport Control Station.
 AA9308  DESIGNATION -  0N4 B
 AA9308  PID         -  AA9308
 AA9308  STATE/COUNTY-  DE/KENT
 AA9308  USGS QUAD   -  LITTLE CREEK (1993)
 AA9308
 AA9308                         *CURRENT SURVEY CONTROL
 AA9308  ___________________________________________________________________
 AA9308* NAD 83(2007)-  39 12 06.84537(N)    075 29 06.72376(W)     ADJUSTED  
 AA9308* NAVD 88     -         6.17   (meters)      20.2    (feet)  GPS OBS   
 AA9308  ___________________________________________________________________
 AA9308  EPOCH DATE  -        2002.00
 AA9308  X           -   1,240,410.518 (meters)                     COMP
 AA9308  Y           -  -4,791,206.058 (meters)                     COMP
 AA9308  Z           -   4,009,693.811 (meters)                     COMP
 AA9308  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AA9308  ELLIP HEIGHT-         -28.039 (meters)          (02/10/07) ADJUSTED
 AA9308  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AA9308
 AA9308  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9308  Type    PID    Designation                      North   East  Ellip
 AA9308  -------------------------------------------------------------------
 AA9308  NETWORK AA9308 0N4 B                             2.04   3.14   5.39
 AA9308  -------------------------------------------------------------------
 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 February 2007.
 AA9308
 AA9308.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9308.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9308.The horizontal coordinates are valid at the epoch date displayed above.
 AA9308.The epoch date for horizontal control is a decimal equivalence
 AA9308.of Year/Month/Day.
 AA9308
 AA9308.The orthometric height was determined by GPS observations and a
 AA9308.high-resolution geoid model.
 AA9308
 AA9308.GPS derived orthometric heights for airport stations designated as
 AA9308.PACS or SACS are published to 2 decimal places.  This maintains
 AA9308.centimeter relative accuracy between the PACS and SACS.  It does
 AA9308.not indicate centimeter accuracy relative to other marks which are
 AA9308.part of the NAVD 88 network.
 AA9308
 AA9308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9308
 AA9308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9308
 AA9308.The ellipsoidal height was determined by GPS observations
 AA9308.and is referenced to NAD 83.
 AA9308
 AA9308.The geoid height was determined by GEOID03.
 AA9308
 AA9308;                    North         East     Units Scale Factor Converg.
 AA9308;SPC DE       -   133,422.117   194,080.052   MT  0.99999543   -0 02 35.9
 AA9308;SPC DE       -   437,735.73    636,744.30   sFT  0.99999543   -0 02 35.9
 AA9308;UTM  18      - 4,339,294.320   458,105.155   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|---------------------------------------------------------------------|
 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  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(1991)-  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
 AA9308.Superseded values are not recommended for survey control.
 AA9308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9308.See file dsdata.txt to determine how the superseded data were derived.
 AA9308
 AA9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5810539294(NAD 83)
 AA9308_MARKER: DD = SURVEY DISK
 AA9308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9308_STAMPING: 0N4 B 1994
 AA9308_MARK LOGO: NOS   
 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 - November 01, 1994
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AA9309 ***********************************************************************
 AA9309  SACS        -  This is a Secondary Airport Control Station.
 AA9309  DESIGNATION -  0N4 C
 AA9309  PID         -  AA9309
 AA9309  STATE/COUNTY-  DE/KENT
 AA9309  USGS QUAD   -  LITTLE CREEK (1993)
 AA9309
 AA9309                         *CURRENT SURVEY CONTROL
 AA9309  ___________________________________________________________________
 AA9309* NAD 83(2007)-  39 12 17.56678(N)    075 28 59.52599(W)     ADJUSTED  
 AA9309* NAVD 88     -         6.26   (meters)      20.5    (feet)  GPS OBS   
 AA9309  ___________________________________________________________________
 AA9309  EPOCH DATE  -        2002.00
 AA9309  X           -   1,240,525.345 (meters)                     COMP
 AA9309  Y           -  -4,790,960.535 (meters)                     COMP
 AA9309  Z           -   4,009,950.086 (meters)                     COMP
 AA9309  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AA9309  ELLIP HEIGHT-         -27.936 (meters)          (02/10/07) ADJUSTED
 AA9309  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AA9309
 AA9309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9309  Type    PID    Designation                      North   East  Ellip
 AA9309  -------------------------------------------------------------------
 AA9309  NETWORK AA9309 0N4 C                             2.04   3.14   5.39
 AA9309  -------------------------------------------------------------------
 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 February 2007.
 AA9309
 AA9309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9309.The horizontal coordinates are valid at the epoch date displayed above.
 AA9309.The epoch date for horizontal control is a decimal equivalence
 AA9309.of Year/Month/Day.
 AA9309
 AA9309.The orthometric height was determined by GPS observations and a
 AA9309.high-resolution geoid model.
 AA9309
 AA9309.GPS derived orthometric heights for airport stations designated as
 AA9309.PACS or SACS are published to 2 decimal places.  This maintains
 AA9309.centimeter relative accuracy between the PACS and SACS.  It does
 AA9309.not indicate centimeter accuracy relative to other marks which are
 AA9309.part of the NAVD 88 network.
 AA9309
 AA9309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9309
 AA9309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9309
 AA9309.The ellipsoidal height was determined by GPS observations
 AA9309.and is referenced to NAD 83.
 AA9309
 AA9309.The geoid height was determined by GEOID03.
 AA9309
 AA9309;                    North         East     Units Scale Factor Converg.
 AA9309;SPC DE       -   133,752.621   194,253.000   MT  0.99999541   -0 02 31.4
 AA9309;SPC DE       -   438,820.06    637,311.72   sFT  0.99999541   -0 02 31.4
 AA9309;UTM  18      - 4,339,623.902   458,279.555   MT  0.99962143   -0 18 19.6
 AA9309
 AA9309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9309!SPC DE       -   1.00000438  x   0.99999541  =   0.99999979
 AA9309!UTM  18      -   1.00000438  x   0.99962143  =   0.99962581
 AA9309
 AA9309                          SUPERSEDED SURVEY CONTROL
 AA9309
 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(1991)-  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
 AA9309.Superseded values are not recommended for survey control.
 AA9309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9309.See file dsdata.txt to determine how the superseded data were derived.
 AA9309
 AA9309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5828039624(NAD 83)
 AA9309_MARKER: DD = SURVEY DISK
 AA9309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9309_STAMPING: 0N4 C 1994
 AA9309_MARK LOGO: NOS   
 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 01, 1994
 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             NGS
 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 NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0050 ***********************************************************************
 HU0050  DESIGNATION -  1
 HU0050  PID         -  HU0050
 HU0050  STATE/COUNTY-  DE/SUSSEX
 HU0050  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0050
 HU0050                         *CURRENT SURVEY CONTROL
 HU0050  ___________________________________________________________________
 HU0050* NAD 83(1986)-  38 56 50.     (N)    075 18 55.     (W)     SCALED    
 HU0050* NAVD 88     -         1.003  (meters)       3.29   (feet)  ADJUSTED  
 HU0050  ___________________________________________________________________
 HU0050  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0050  DYNAMIC HT  -           1.002 (meters)       3.29  (feet)  COMP
 HU0050  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 HU0050
 HU0050  VERT ORDER  -  FIRST     CLASS II
 HU0050
 HU0050.The horizontal coordinates were scaled from a topographic map and have
 HU0050.an estimated accuracy of +/- 6 seconds.
 HU0050
 HU0050.The orthometric height was determined by differential leveling
 HU0050.and adjusted in June 1991.
 HU0050
 HU0050.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0050
 HU0050  NGVD 29 (??/??/??)    1.254  (m)            4.11   (f) ADJUSTED    1 2
 HU0050
 HU0050.Superseded values are not recommended for survey control.
 HU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0050.See file dsdata.txt to determine how the superseded data were derived.
 HU0050
 HU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0050_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HU0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = MARCH  2, 2009
 HU2112 ***********************************************************************
 HU2112  DESIGNATION -  1
 HU2112  PID         -  HU2112
 HU2112  STATE/COUNTY-  DE/SUSSEX
 HU2112  USGS QUAD   -  FAIRMOUNT (1991)
 HU2112
 HU2112                         *CURRENT SURVEY CONTROL
 HU2112  ___________________________________________________________________
 HU2112* NAD 83(1986)-  38 43 25.     (N)    075 07 51.     (W)     SCALED    
 HU2112* NAVD 88     -         8.410  (meters)      27.59   (feet)  ADJUSTED  
 HU2112  ___________________________________________________________________
 HU2112  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU2112  DYNAMIC HT  -           8.405 (meters)      27.58  (feet)  COMP
 HU2112  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 HU2112
 HU2112  VERT ORDER  -  SECOND    CLASS I
 HU2112
 HU2112.The horizontal coordinates were scaled from a topographic map and have
 HU2112.an estimated accuracy of +/- 6 seconds.
 HU2112
 HU2112.The orthometric height was determined by differential leveling
 HU2112.and adjusted in June 1991.
 HU2112
 HU2112.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2112
 HU2112.No superseded survey control is available for this station.
 HU2112
 HU2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH886861(NAD 83)
 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 = MARCH  2, 2009
 JU4296 ***********************************************************************
 JU4296  DESIGNATION -  1
 JU4296  PID         -  JU4296
 JU4296  STATE/COUNTY-  DE/NEW CASTLE
 JU4296  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4296
 JU4296                         *CURRENT SURVEY CONTROL
 JU4296  ___________________________________________________________________
 JU4296* NAD 83(1986)-  39 49 42.     (N)    075 31 28.     (W)     SCALED    
 JU4296* NAVD 88     -       132.69   (+/-2cm)     435.3    (feet)  VERTCON   
 JU4296  ___________________________________________________________________
 JU4296  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU4296  VERT ORDER  -  THIRD (See Below)
 JU4296
 JU4296.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU4296
 JU4296.The geoid height was determined by GEOID03.
 JU4296
 JU4296;                    North         East    Units  Estimated Accuracy
 JU4296;SPC DE       -   202,980.      190,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4296.See file dsdata.txt to determine how the superseded data were derived.
 JU4296
 JU4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK551088(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0873 ***********************************************************************
 HU0873  DESIGNATION -  1 PRR
 HU0873  PID         -  HU0873
 HU0873  STATE/COUNTY-  DE/KENT
 HU0873  USGS QUAD   -  HARRINGTON (1993)
 HU0873
 HU0873                         *CURRENT SURVEY CONTROL
 HU0873  ___________________________________________________________________
 HU0873* NAD 83(1986)-  38 55 03.     (N)    075 30 20.     (W)     SCALED    
 HU0873* NAVD 88     -        15.320  (meters)      50.26   (feet)  ADJUSTED  
 HU0873  ___________________________________________________________________
 HU0873  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 HU0873  DYNAMIC HT  -          15.311 (meters)      50.23  (feet)  COMP
 HU0873  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 HU0873
 HU0873  VERT ORDER  -  FIRST     CLASS II
 HU0873
 HU0873.The horizontal coordinates were scaled from a topographic map and have
 HU0873.an estimated accuracy of +/- 6 seconds.
 HU0873
 HU0873.The orthometric height was determined by differential leveling
 HU0873.and adjusted in June 1991.
 HU0873
 HU0873.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0873
 HU0873  NGVD 29 (??/??/??)   15.561  (m)           51.05   (f) ADJUSTED    1 2
 HU0873
 HU0873.Superseded values are not recommended for survey control.
 HU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0873.See file dsdata.txt to determine how the superseded data were derived.
 HU0873
 HU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ561077(NAD 83)
 HU0873_MARKER: B = BOLT
 HU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0873_SP_SET: 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.
 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 = MARCH  2, 2009
 HU0379 ***********************************************************************
 HU0379  DESIGNATION -  1 USCG
 HU0379  PID         -  HU0379
 HU0379  STATE/COUNTY-  DE/SUSSEX
 HU0379  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0379
 HU0379                         *CURRENT SURVEY CONTROL
 HU0379  ___________________________________________________________________
 HU0379* NAD 83(1991)-  38 27 04.50608(N)    075 03 17.56317(W)     ADJUSTED  
 HU0379* NAVD 88     -         3.207  (meters)      10.52   (feet)  ADJUSTED  
 HU0379  ___________________________________________________________________
 HU0379  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HU0379  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU0379  DYNAMIC HT  -           3.205 (meters)      10.52  (feet)  COMP
 HU0379  MODELED GRAV-     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
 HU0379.and adjusted in June 1991.
 HU0379.WARNING-Repeat measurements at this control monument indicate possible
 HU0379.vertical movement.
 HU0379
 HU0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0379
 HU0379.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)    3.443  (m)           11.30   (f) ADJUSTED    2 0
 HU0379
 HU0379.Superseded values are not recommended for survey control.
 HU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0379.See file dsdata.txt to determine how the superseded data were derived.
 HU0379
 HU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9521155886(NAD 83)
 HU0379_MARKER: DD = SURVEY DISK
 HU0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0379_STAMPING: NO 1
 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 - May 22, 2006
 HU0379
 HU0379  HISTORY     - Date     Condition        Report By
 HU0379  HISTORY     - UNK      MONUMENTED       USCG
 HU0379  HISTORY     - 1974     SEE DESCRIPTION  USCG
 HU0379  HISTORY     - 1962     GOOD             CGS
 HU0379  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0379  HISTORY     - 1988     GOOD             USPSQD
 HU0379  HISTORY     - 19950108 GOOD             USPSQD
 HU0379  HISTORY     - 20060522 GOOD             GEOCAC
 HU0379
 HU0379                          STATION DESCRIPTION
 HU0379
 HU0379'DESCRIBED 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 (1962)
 HU0379
 HU0379'RECOVERY NOTE 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 (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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1920 ***********************************************************************
 JU1920  DESIGNATION -  10 PRR
 JU1920  PID         -  JU1920
 JU1920  STATE/COUNTY-  DE/NEW CASTLE
 JU1920  USGS QUAD   -  SAINT GEORGES (1993)
 JU1920
 JU1920                         *CURRENT SURVEY CONTROL
 JU1920  ___________________________________________________________________
 JU1920* NAD 83(1986)-  39 36 05.     (N)    075 41 24.     (W)     SCALED    
 JU1920* NAVD 88     -        19.183  (meters)      62.94   (feet)  ADJUSTED  
 JU1920  ___________________________________________________________________
 JU1920  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU1920  DYNAMIC HT  -          19.174 (meters)      62.91  (feet)  COMP
 JU1920  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 JU1920
 JU1920  VERT ORDER  -  FIRST     CLASS I
 JU1920
 JU1920.The horizontal coordinates were scaled from a topographic map and have
 JU1920.an estimated accuracy of +/- 6 seconds.
 JU1920
 JU1920.The orthometric height was determined by differential leveling
 JU1920.and adjusted in June 1991.
 JU1920
 JU1920.The geoid height was determined by GEOID03.
 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       -   177,810.      176,520.      MT  (+/- 180 meters Scaled)
 JU1920
 JU1920                          SUPERSEDED SURVEY CONTROL
 JU1920
 JU1920  NGVD 29 (01/10/92)   19.422  (m)           63.72   (f) ADJUSTED    1 1
 JU1920
 JU1920.Superseded values are not recommended for survey control.
 JU1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1920.See file dsdata.txt to determine how the superseded data were derived.
 JU1920
 JU1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ407837(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1930 ***********************************************************************
 JU1930  DESIGNATION -  11 10 PRR
 JU1930  PID         -  JU1930
 JU1930  STATE/COUNTY-  DE/NEW CASTLE
 JU1930  USGS QUAD   -  SAINT GEORGES (1993)
 JU1930
 JU1930                         *CURRENT SURVEY CONTROL
 JU1930  ___________________________________________________________________
 JU1930* NAD 83(1986)-  39 32 45.     (N)    075 42 09.     (W)     SCALED    
 JU1930* NAVD 88     -        16.018  (meters)      52.55   (feet)  ADJUSTED  
 JU1930  ___________________________________________________________________
 JU1930  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1930  DYNAMIC HT  -          16.010 (meters)      52.53  (feet)  COMP
 JU1930  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 JU1930
 JU1930  VERT ORDER  -  FIRST     CLASS I
 JU1930
 JU1930.The horizontal coordinates were scaled from a topographic map and have
 JU1930.an estimated accuracy of +/- 6 seconds.
 JU1930
 JU1930.The orthometric height was determined by differential leveling
 JU1930.and adjusted in June 1991.
 JU1930
 JU1930.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1930
 JU1930  NGVD 29 (??/??/??)   16.258  (m)           53.34   (f) ADJUSTED    1 1
 JU1930
 JU1930.Superseded values are not recommended for survey control.
 JU1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1930.See file dsdata.txt to determine how the superseded data were derived.
 JU1930
 JU1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396775(NAD 83)
 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 = MARCH  2, 2009
 JU1925 ***********************************************************************
 JU1925  DESIGNATION -  11 PRR
 JU1925  PID         -  JU1925
 JU1925  STATE/COUNTY-  DE/NEW CASTLE
 JU1925  USGS QUAD   -  SAINT GEORGES (1993)
 JU1925
 JU1925                         *CURRENT SURVEY CONTROL
 JU1925  ___________________________________________________________________
 JU1925* NAD 83(1986)-  39 34 43.     (N)    075 41 43.     (W)     SCALED    
 JU1925* NAVD 88     -        16.953  (meters)      55.62   (feet)  ADJUSTED  
 JU1925  ___________________________________________________________________
 JU1925  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU1925  DYNAMIC HT  -          16.945 (meters)      55.59  (feet)  COMP
 JU1925  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 JU1925
 JU1925  VERT ORDER  -  FIRST     CLASS I
 JU1925
 JU1925.The horizontal coordinates were scaled from a topographic map and have
 JU1925.an estimated accuracy of +/- 6 seconds.
 JU1925
 JU1925.The orthometric height was determined by differential leveling
 JU1925.and adjusted in June 1991.
 JU1925
 JU1925.The geoid height was determined by GEOID03.
 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       -   175,280.      176,060.      MT  (+/- 180 meters Scaled)
 JU1925
 JU1925                          SUPERSEDED SURVEY CONTROL
 JU1925
 JU1925  NGVD 29 (??/??/??)   17.193  (m)           56.41   (f) ADJUSTED    1 1
 JU1925
 JU1925.Superseded values are not recommended for survey control.
 JU1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1925.See file dsdata.txt to determine how the superseded data were derived.
 JU1925
 JU1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402812(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1062 ***********************************************************************
 JU1062  DESIGNATION -  13
 JU1062  PID         -  JU1062
 JU1062  STATE/COUNTY-  DE/KENT
 JU1062  USGS QUAD   -  FREDERICA (1993)
 JU1062
 JU1062                         *CURRENT SURVEY CONTROL
 JU1062  ___________________________________________________________________
 JU1062* NAD 83(1986)-  39 07 11.     (N)    075 28 37.     (W)     SCALED    
 JU1062* NAVD 88     -         5.265  (meters)      17.27   (feet)  ADJUSTED  
 JU1062  ___________________________________________________________________
 JU1062  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1062  DYNAMIC HT  -           5.262 (meters)      17.26  (feet)  COMP
 JU1062  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 JU1062
 JU1062  VERT ORDER  -  FIRST     CLASS I
 JU1062
 JU1062.The horizontal coordinates were scaled from a topographic map and have
 JU1062.an estimated accuracy of +/- 6 seconds.
 JU1062
 JU1062.The orthometric height was determined by differential leveling
 JU1062.and adjusted in June 1991.
 JU1062
 JU1062.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1062
 JU1062  NGVD 29 (??/??/??)    5.502  (m)           18.05   (f) ADJUSTED    1 1
 JU1062
 JU1062.Superseded values are not recommended for survey control.
 JU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1062.See file dsdata.txt to determine how the superseded data were derived.
 JU1062
 JU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ587301(NAD 83)
 JU1062_MARKER: DD = SURVEY DISK
 JU1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1062_SP_SET: CONCRETE POST
 JU1062_STAMPING: 13
 JU1062_MARK LOGO: USE   
 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       DOD
 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 = MARCH  2, 2009
 JU1923 ***********************************************************************
 JU1923  DESIGNATION -  14/54 PRR
 JU1923  PID         -  JU1923
 JU1923  STATE/COUNTY-  DE/NEW CASTLE
 JU1923  USGS QUAD   -  SAINT GEORGES (1993)
 JU1923
 JU1923                         *CURRENT SURVEY CONTROL
 JU1923  ___________________________________________________________________
 JU1923* NAD 83(1986)-  39 35 52.     (N)    075 41 28.     (W)     SCALED    
 JU1923* NAVD 88     -        18.872  (meters)      61.92   (feet)  ADJUSTED  
 JU1923  ___________________________________________________________________
 JU1923  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1923  DYNAMIC HT  -          18.863 (meters)      61.89  (feet)  COMP
 JU1923  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU1923
 JU1923  VERT ORDER  -  FIRST     CLASS I
 JU1923
 JU1923.The horizontal coordinates were scaled from a topographic map and have
 JU1923.an estimated accuracy of +/- 6 seconds.
 JU1923
 JU1923.The orthometric height was determined by differential leveling
 JU1923.and adjusted in June 1991.
 JU1923.WARNING-Repeat measurements at this control monument indicate possible
 JU1923.vertical movement.
 JU1923
 JU1923.The geoid height was determined by GEOID03.
 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       -   177,410.      176,430.      MT  (+/- 180 meters Scaled)
 JU1923
 JU1923                          SUPERSEDED SURVEY CONTROL
 JU1923
 JU1923  NGVD 29 (??/??/??)   19.111  (m)           62.70   (f) ADJUSTED    1 1
 JU1923
 JU1923.Superseded values are not recommended for survey control.
 JU1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1923.See file dsdata.txt to determine how the superseded data were derived.
 JU1923
 JU1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406833(NAD 83)
 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 = MARCH  2, 2009
 JU1068 ***********************************************************************
 JU1068  DESIGNATION -  17
 JU1068  PID         -  JU1068
 JU1068  STATE/COUNTY-  DE/NEW CASTLE
 JU1068  USGS QUAD   -  MIDDLETOWN (1993)
 JU1068
 JU1068                         *CURRENT SURVEY CONTROL
 JU1068  ___________________________________________________________________
 JU1068* NAD 83(1986)-  39 26 58.     (N)    075 43 16.     (W)     SCALED    
 JU1068* NAVD 88     -        19.386  (meters)      63.60   (feet)  ADJUSTED  
 JU1068  ___________________________________________________________________
 JU1068  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1068  DYNAMIC HT  -          19.377 (meters)      63.57  (feet)  COMP
 JU1068  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 JU1068
 JU1068  VERT ORDER  -  FIRST     CLASS I
 JU1068
 JU1068.The horizontal coordinates were scaled from a topographic map and have
 JU1068.an estimated accuracy of +/- 6 seconds.
 JU1068
 JU1068.The orthometric height was determined by differential leveling
 JU1068.and adjusted in June 1991.
 JU1068
 JU1068.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1068
 JU1068  NGVD 29 (??/??/??)   19.626  (m)           64.39   (f) ADJUSTED    1 1
 JU1068
 JU1068.Superseded values are not recommended for survey control.
 JU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1068.See file dsdata.txt to determine how the superseded data were derived.
 JU1068
 JU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ379669(NAD 83)
 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 = MARCH  2, 2009
 JU1804 ***********************************************************************
 JU1804  DESIGNATION -  2 70
 JU1804  PID         -  JU1804
 JU1804  STATE/COUNTY-  DE/NEW CASTLE
 JU1804  USGS QUAD   -  DELAWARE CITY (1993)
 JU1804
 JU1804                         *CURRENT SURVEY CONTROL
 JU1804  ___________________________________________________________________
 JU1804* NAD 83(1986)-  39 33 45.     (N)    075 34 06.     (W)     SCALED    
 JU1804* NAVD 88     -         5.323  (meters)      17.46   (feet)  ADJUSTED  
 JU1804  ___________________________________________________________________
 JU1804  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1804  DYNAMIC HT  -           5.320 (meters)      17.45  (feet)  COMP
 JU1804  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 JU1804
 JU1804  VERT ORDER  -  FIRST     CLASS I
 JU1804
 JU1804.The horizontal coordinates were scaled from a topographic map and have
 JU1804.an estimated accuracy of +/- 6 seconds.
 JU1804
 JU1804.The orthometric height was determined by differential leveling
 JU1804.and adjusted in June 1991.
 JU1804
 JU1804.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1804
 JU1804  NGVD 29 (01/10/92)    5.782  (m)           18.97   (f) ADJUSTED    1 1
 JU1804
 JU1804.Superseded values are not recommended for survey control.
 JU1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1804.See file dsdata.txt to determine how the superseded data were derived.
 JU1804
 JU1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511793(NAD 83)
 JU1804_MARKER: DD = SURVEY DISK
 JU1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1804_STAMPING: 2-70
 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       DOD
 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 = MARCH  2, 2009
 HU0048 ***********************************************************************
 HU0048  DESIGNATION -  2 A USE
 HU0048  PID         -  HU0048
 HU0048  STATE/COUNTY-  DE/SUSSEX
 HU0048  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0048
 HU0048                         *CURRENT SURVEY CONTROL
 HU0048  ___________________________________________________________________
 HU0048* NAD 83(1986)-  38 56 50.     (N)    075 18 55.     (W)     SCALED    
 HU0048* NAVD 88     -         1.035  (meters)       3.40   (feet)  ADJUSTED  
 HU0048  ___________________________________________________________________
 HU0048  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0048  DYNAMIC HT  -           1.034 (meters)       3.39  (feet)  COMP
 HU0048  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 HU0048
 HU0048  VERT ORDER  -  FIRST     CLASS II
 HU0048
 HU0048.The horizontal coordinates were scaled from a topographic map and have
 HU0048.an estimated accuracy of +/- 6 seconds.
 HU0048
 HU0048.The orthometric height was determined by differential leveling
 HU0048.and adjusted in June 1991.
 HU0048
 HU0048.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0048
 HU0048  NGVD 29 (??/??/??)    1.286  (m)            4.22   (f) ADJUSTED    1 2
 HU0048
 HU0048.Superseded values are not recommended for survey control.
 HU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0048.See file dsdata.txt to determine how the superseded data were derived.
 HU0048
 HU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0048_MARKER: DD = SURVEY DISK
 HU0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0048_SP_SET: BOUNDRY STONE
 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 = MARCH  2, 2009
 HU0380 ***********************************************************************
 HU0380  DESIGNATION -  2 USCG
 HU0380  PID         -  HU0380
 HU0380  STATE/COUNTY-  DE/SUSSEX
 HU0380  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0380
 HU0380                         *CURRENT SURVEY CONTROL
 HU0380  ___________________________________________________________________
 HU0380* NAD 83(1986)-  38 27 04.     (N)    075 03 16.     (W)     SCALED    
 HU0380* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 HU0380  ___________________________________________________________________
 HU0380  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU0380  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 HU0380  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 HU0380
 HU0380  VERT ORDER  -  SECOND    CLASS 0
 HU0380
 HU0380.The horizontal coordinates were scaled from a topographic map and have
 HU0380.an estimated accuracy of +/- 6 seconds.
 HU0380
 HU0380.The orthometric height was determined by differential leveling
 HU0380.and adjusted in June 1991.
 HU0380
 HU0380.The geoid height was determined by GEOID03.
 HU0380
 HU0380.The dynamic height is computed by dividing the NAVD 88
 HU0380.geopotential number by the normal gravity value computed on the
 HU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0380.degrees latitude (g = 980.6199 gals.).
 HU0380
 HU0380.The modeled gravity was interpolated from observed gravity values.
 HU0380
 HU0380;                    North         East    Units  Estimated Accuracy
 HU0380;SPC DE       -    50,140.      231,620.      MT  (+/- 180 meters Scaled)
 HU0380
 HU0380                          SUPERSEDED SURVEY CONTROL
 HU0380
 HU0380  NGVD 29 (??/??/??)    3.033  (m)            9.95   (f) ADJUSTED    2 0
 HU0380
 HU0380.Superseded values are not recommended for survey control.
 HU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0380.See file dsdata.txt to determine how the superseded data were derived.
 HU0380
 HU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH952558(NAD 83)
 HU0380_MARKER: DD = SURVEY DISK
 HU0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0380_STAMPING: NO 2
 HU0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0380+STABILITY: SURFACE MOTION
 HU0380
 HU0380  HISTORY     - Date     Condition        Report By
 HU0380  HISTORY     - UNK      MONUMENTED       USCG
 HU0380  HISTORY     - 1962     GOOD             CGS
 HU0380  HISTORY     - 1974     GOOD             NGS
 HU0380  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HU0380  HISTORY     - 20060522 POOR             GEOCAC
 HU0380
 HU0380                          STATION DESCRIPTION
 HU0380
 HU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0380'AT FENWICK ISLAND.
 HU0380'AT THE NORTHEAST CORNER OF THE WOVEN STEEL FENCE AROUND THE OLD
 HU0380'FENWICK ISLAND LIGHTHOUSE NEAR THE MARYLAND-DELAWARE STATE LINE.
 HU0380'THE LIGHTHOUSE IS ABOUT 0.15 MILE WEST OF STATE HIGHWAY 14 ON
 HU0380'FENWICK ISLAND.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0380
 HU0380                          STATION RECOVERY (1974)
 HU0380
 HU0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU0380'3 INCHES.
 HU0380
 HU0380                          STATION RECOVERY (1988)
 HU0380
 HU0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (NPP)
 HU0380'MARK NOT FOUND.
 HU0380
 HU0380                          STATION RECOVERY (2006)
 HU0380
 HU0380'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0380'DISK IS MISSING - MONUMENT AND DISK STEM REMAIN IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0808 ***********************************************************************
 JU0808  DESIGNATION -  20 A PRR
 JU0808  PID         -  JU0808
 JU0808  STATE/COUNTY-  DE/NEW CASTLE
 JU0808  USGS QUAD   -  MARCUS HOOK (1993)
 JU0808
 JU0808                         *CURRENT SURVEY CONTROL
 JU0808  ___________________________________________________________________
 JU0808* NAD 83(1986)-  39 45 19.     (N)    075 29 36.     (W)     SCALED    
 JU0808* NAVD 88     -         7.192  (meters)      23.60   (feet)  ADJUSTED  
 JU0808  ___________________________________________________________________
 JU0808  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0808  DYNAMIC HT  -           7.189 (meters)      23.59  (feet)  COMP
 JU0808  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 JU0808
 JU0808  VERT ORDER  -  FIRST     CLASS II
 JU0808
 JU0808.The horizontal coordinates were scaled from a topographic map and have
 JU0808.an estimated accuracy of +/- 6 seconds.
 JU0808
 JU0808.The orthometric height was determined by differential leveling
 JU0808.and adjusted in June 1991.
 JU0808
 JU0808.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0808
 JU0808  NGVD 29 (??/??/??)    7.456  (m)           24.46   (f) ADJUSTED    1 2
 JU0808
 JU0808.Superseded values are not recommended for survey control.
 JU0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0808.See file dsdata.txt to determine how the superseded data were derived.
 JU0808
 JU0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK577007(NAD 83)
 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 = MARCH  2, 2009
 JU1077 ***********************************************************************
 JU1077  DESIGNATION -  21
 JU1077  PID         -  JU1077
 JU1077  STATE/COUNTY-  DE/NEW CASTLE
 JU1077  USGS QUAD   -  CLAYTON (1993)
 JU1077
 JU1077                         *CURRENT SURVEY CONTROL
 JU1077  ___________________________________________________________________
 JU1077* NAD 83(1986)-  39 20 55.     (N)    075 40 02.     (W)     SCALED    
 JU1077* NAVD 88     -        14.806  (meters)      48.58   (feet)  ADJUSTED  
 JU1077  ___________________________________________________________________
 JU1077  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU1077  DYNAMIC HT  -          14.798 (meters)      48.55  (feet)  COMP
 JU1077  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 JU1077
 JU1077  VERT ORDER  -  FIRST     CLASS I
 JU1077
 JU1077.The horizontal coordinates were scaled from a topographic map and have
 JU1077.an estimated accuracy of +/- 6 seconds.
 JU1077
 JU1077.The orthometric height was determined by differential leveling
 JU1077.and adjusted in March 1994.
 JU1077
 JU1077.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1077
 JU1077  NAVD 88 (06/15/91)   14.820  (m)           48.62   (f) UNKNOWN     1 1
 JU1077  NGVD 29 (??/??/??)   15.060  (m)           49.41   (f) ADJUSTED    1 1
 JU1077
 JU1077.Superseded values are not recommended for survey control.
 JU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1077.See file dsdata.txt to determine how the superseded data were derived.
 JU1077
 JU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ425556(NAD 83)
 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 = MARCH  2, 2009
 JU1371 ***********************************************************************
 JU1371  DESIGNATION -  23 PRR
 JU1371  PID         -  JU1371
 JU1371  STATE/COUNTY-  DE/NEW CASTLE
 JU1371  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1371
 JU1371                         *CURRENT SURVEY CONTROL
 JU1371  ___________________________________________________________________
 JU1371* NAD 83(1986)-  39 44 21.     (N)    075 32 14.     (W)     SCALED    
 JU1371* NAVD 88     -         9.238  (meters)      30.31   (feet)  ADJUSTED  
 JU1371  ___________________________________________________________________
 JU1371  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1371  DYNAMIC HT  -           9.234 (meters)      30.30  (feet)  COMP
 JU1371  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1371
 JU1371  VERT ORDER  -  FIRST     CLASS I
 JU1371
 JU1371.The horizontal coordinates were scaled from a topographic map and have
 JU1371.an estimated accuracy of +/- 6 seconds.
 JU1371
 JU1371.The orthometric height was determined by differential leveling
 JU1371.and adjusted in June 1991.
 JU1371
 JU1371.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1371
 JU1371  NGVD 29 (01/10/92)    9.501  (m)           31.17   (f) ADJUSTED    1 1
 JU1371
 JU1371.Superseded values are not recommended for survey control.
 JU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1371.See file dsdata.txt to determine how the superseded data were derived.
 JU1371
 JU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ539989(NAD 83)
 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.
 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 = MARCH  2, 2009
 JU1084 ***********************************************************************
 JU1084  DESIGNATION -  25 PRR
 JU1084  PID         -  JU1084
 JU1084  STATE/COUNTY-  DE/KENT
 JU1084  USGS QUAD   -  CLAYTON (1993)
 JU1084
 JU1084                         *CURRENT SURVEY CONTROL
 JU1084  ___________________________________________________________________
 JU1084* NAD 83(1986)-  39 17 29.     (N)    075 37 59.     (W)     SCALED    
 JU1084* NAVD 88     -        12.649  (meters)      41.50   (feet)  ADJUSTED  
 JU1084  ___________________________________________________________________
 JU1084  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU1084  DYNAMIC HT  -          12.643 (meters)      41.48  (feet)  COMP
 JU1084  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 JU1084
 JU1084  VERT ORDER  -  FIRST     CLASS I
 JU1084
 JU1084.The horizontal coordinates were scaled from a topographic map and have
 JU1084.an estimated accuracy of +/- 6 seconds.
 JU1084
 JU1084.The orthometric height was determined by differential leveling
 JU1084.and adjusted in June 1991.
 JU1084
 JU1084.The geoid height was determined by GEOID03.
 JU1084
 JU1084.The dynamic height is computed by dividing the NAVD 88
 JU1084.geopotential number by the normal gravity value computed on the
 JU1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1084.degrees latitude (g = 980.6199 gals.).
 JU1084
 JU1084.The modeled gravity was interpolated from observed gravity values.
 JU1084
 JU1084;                    North         East    Units  Estimated Accuracy
 JU1084;SPC DE       -   143,380.      181,330.      MT  (+/- 180 meters Scaled)
 JU1084
 JU1084                          SUPERSEDED SURVEY CONTROL
 JU1084
 JU1084  NGVD 29 (??/??/??)   12.888  (m)           42.28   (f) ADJUSTED    1 1
 JU1084
 JU1084.Superseded values are not recommended for survey control.
 JU1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1084.See file dsdata.txt to determine how the superseded data were derived.
 JU1084
 JU1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ454493(NAD 83)
 JU1084_MARKER: Z = SEE DESCRIPTION
 JU1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1084_SP_SET: DOORSILL
 JU1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1084
 JU1084  HISTORY     - Date     Condition        Report By
 JU1084  HISTORY     - UNK      MONUMENTED       PRR
 JU1084  HISTORY     - 1963     GOOD             CGS
 JU1084  HISTORY     - 1981     GOOD             UDE
 JU1084  HISTORY     - 19971220 GOOD             USPSQD
 JU1084  HISTORY     - 20020615 GOOD             USPSQD
 JU1084
 JU1084                          STATION DESCRIPTION
 JU1084
 JU1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1084'AT CLAYTON.
 JU1084'AT CLAYTON, ALONG THE PENNSYLVANIA RAILROAD, AT THE STATION, 22.4
 JU1084'FEET EAST OF EAST RAIL OF THE MAIN TRACK, 18.3 FEET NORTH OF
 JU1084'SOUTHWEST CORNER OF THE STATION, 4 INCHES ABOVE LEVEL OF BRICK
 JU1084'PLATFORM, AND IS A COPPER PLUG SET ON TOP OF THE STONE DOOR
 JU1084'SILL.
 JU1084
 JU1084                          STATION RECOVERY (1981)
 JU1084
 JU1084'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1084'RECOVERED IN GOOD CONDITION.
 JU1084
 JU1084                          STATION RECOVERY (1997)
 JU1084
 JU1084'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1084'RECOVERED IN GOOD CONDITION.
 JU1084
 JU1084                          STATION RECOVERY (2002)
 JU1084
 JU1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (MB)
 JU1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4282 ***********************************************************************
 JU4282  DESIGNATION -  25 RESET
 JU4282  PID         -  JU4282
 JU4282  STATE/COUNTY-  DE/SUSSEX
 JU4282  USGS QUAD   -  REHOBOTH BEACH (1991)
 JU4282
 JU4282                         *CURRENT SURVEY CONTROL
 JU4282  ___________________________________________________________________
 JU4282* NAD 83(1986)-  38 42 52.     (N)    075 05 34.     (W)     SCALED    
 JU4282* NAVD 88     -         7.61   (meters)      25.0    (feet)  RESET     
 JU4282  ___________________________________________________________________
 JU4282  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 JU4282  VERT ORDER  -  THIRD
 JU4282
 JU4282.The horizontal coordinates were scaled from a topographic map and have
 JU4282.an estimated accuracy of +/- 6 seconds.
 JU4282
 JU4282.The orthometric height was computed from unverified reset data.
 JU4282.No vertical observational check was made to the station.
 JU4282
 JU4282.The geoid height was determined by GEOID03.
 JU4282
 JU4282;                    North         East    Units  Estimated Accuracy
 JU4282;SPC DE       -    79,360.      228,170.      MT  (+/- 180 meters Scaled)
 JU4282
 JU4282                          SUPERSEDED SURVEY CONTROL
 JU4282
 JU4282  NGVD 29 (05/17/01)    7.84   (m)           25.7    (f) RESET       3  
 JU4282
 JU4282.Superseded values are not recommended for survey control.
 JU4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4282.See file dsdata.txt to determine how the superseded data were derived.
 JU4282
 JU4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919850(NAD 83)
 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 - October 07, 2006
 JU4282
 JU4282  HISTORY     - Date     Condition        Report By
 JU4282  HISTORY     - 1986     MONUMENTED       DEDHT
 JU4282  HISTORY     - 19930816 GOOD             USPSQD
 JU4282  HISTORY     - 20061007 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0119 ***********************************************************************
 HU0119  DESIGNATION -  25 RESET 1941 USGS
 HU0119  PID         -  HU0119
 HU0119  STATE/COUNTY-  DE/SUSSEX
 HU0119  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0119
 HU0119                         *CURRENT SURVEY CONTROL
 HU0119  ___________________________________________________________________
 HU0119* NAD 83(1986)-  38 42 52.     (N)    075 05 34.     (W)     SCALED    
 HU0119* NAVD 88     -         7.187  (meters)      23.58   (feet)  ADJUSTED  
 HU0119  ___________________________________________________________________
 HU0119  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0119  DYNAMIC HT  -           7.182 (meters)      23.56  (feet)  COMP
 HU0119  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 HU0119
 HU0119  VERT ORDER  -  SECOND    CLASS 0
 HU0119
 HU0119.The horizontal coordinates were scaled from a topographic map and have
 HU0119.an estimated accuracy of +/- 6 seconds.
 HU0119
 HU0119.The orthometric height was determined by differential leveling
 HU0119.and adjusted in June 1991.
 HU0119
 HU0119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0119
 HU0119  NGVD 29 (??/??/??)    7.424  (m)           24.36   (f) ADJUSTED    2 0
 HU0119
 HU0119.Superseded values are not recommended for survey control.
 HU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0119.See file dsdata.txt to determine how the superseded data were derived.
 HU0119
 HU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919850(NAD 83)
 HU0119_MARKER: DD = SURVEY DISK
 HU0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0119_SP_SET: BRIDGE
 HU0119_STAMPING: 25 RESET 1941
 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 = MARCH  2, 2009
 JU1087 ***********************************************************************
 JU1087  DESIGNATION -  26 PRR
 JU1087  PID         -  JU1087
 JU1087  STATE/COUNTY-  DE/KENT
 JU1087  USGS QUAD   -  CLAYTON (1993)
 JU1087
 JU1087                         *CURRENT SURVEY CONTROL
 JU1087  ___________________________________________________________________
 JU1087* NAD 83(1986)-  39 17 10.     (N)    075 37 48.     (W)     SCALED    
 JU1087* NAVD 88     -        11.681  (meters)      38.32   (feet)  ADJUSTED  
 JU1087  ___________________________________________________________________
 JU1087  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU1087  DYNAMIC HT  -          11.675 (meters)      38.30  (feet)  COMP
 JU1087  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 JU1087
 JU1087  VERT ORDER  -  FIRST     CLASS I
 JU1087
 JU1087.The horizontal coordinates were scaled from a topographic map and have
 JU1087.an estimated accuracy of +/- 6 seconds.
 JU1087
 JU1087.The orthometric height was determined by differential leveling
 JU1087.and adjusted in June 1991.
 JU1087
 JU1087.The geoid height was determined by GEOID03.
 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       -   142,790.      181,590.      MT  (+/- 180 meters Scaled)
 JU1087
 JU1087                          SUPERSEDED SURVEY CONTROL
 JU1087
 JU1087  NGVD 29 (??/??/??)   11.920  (m)           39.11   (f) ADJUSTED    1 1
 JU1087
 JU1087.Superseded values are not recommended for survey control.
 JU1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1087.See file dsdata.txt to determine how the superseded data were derived.
 JU1087
 JU1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ456487(NAD 83)
 JU1087_MARKER: Z = SEE DESCRIPTION
 JU1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1087_SP_SET: CULVERT
 JU1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1087+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1529 ***********************************************************************
 JU1529  DESIGNATION -  264.0
 JU1529  PID         -  JU1529
 JU1529  STATE/COUNTY-  DE/NEW CASTLE
 JU1529  USGS QUAD   -  NEWARK WEST (1992)
 JU1529
 JU1529                         *CURRENT SURVEY CONTROL
 JU1529  ___________________________________________________________________
 JU1529* NAD 83(1986)-  39 39 05.     (N)    075 50 59.     (W)     SCALED    
 JU1529* NAVD 88     -        60.072  (meters)     197.09   (feet)  ADJUSTED  
 JU1529  ___________________________________________________________________
 JU1529  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU1529  DYNAMIC HT  -          60.043 (meters)     196.99  (feet)  COMP
 JU1529  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 JU1529
 JU1529  VERT ORDER  -  SECOND    CLASS 0
 JU1529
 JU1529.The horizontal coordinates were scaled from a topographic map and have
 JU1529.an estimated accuracy of +/- 6 seconds.
 JU1529
 JU1529.The orthometric height was determined by differential leveling
 JU1529.and adjusted in June 1991.
 JU1529
 JU1529.The geoid height was determined by GEOID03.
 JU1529
 JU1529.The dynamic height is computed by dividing the NAVD 88
 JU1529.geopotential number by the normal gravity value computed on the
 JU1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1529.degrees latitude (g = 980.6199 gals.).
 JU1529
 JU1529.The modeled gravity was interpolated from observed gravity values.
 JU1529
 JU1529;                    North         East    Units  Estimated Accuracy
 JU1529;SPC DE       -   183,410.      162,830.      MT  (+/- 180 meters Scaled)
 JU1529
 JU1529                          SUPERSEDED SURVEY CONTROL
 JU1529
 JU1529  NGVD 29 (??/??/92)   60.390  (m)          198.13   (f) ADJ UNCH    2 0
 JU1529
 JU1529.Superseded values are not recommended for survey control.
 JU1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1529.See file dsdata.txt to determine how the superseded data were derived.
 JU1529
 JU1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ271894(NAD 83)
 JU1529_MARKER: X = CHISELED CROSS
 JU1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1529_SP_SET: STONE POST
 JU1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1529+STABILITY: SURFACE MOTION
 JU1529
 JU1529  HISTORY     - Date     Condition        Report By
 JU1529  HISTORY     - UNK      MONUMENTED       CGS
 JU1529  HISTORY     - 1935     GOOD             CGS
 JU1529  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JU1529
 JU1529                          STATION DESCRIPTION
 JU1529
 JU1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1529'AT GREENVILLE.
 JU1529'AT GREENVILLE, NEW CASTLE COUNTY, ON THE READING CO. RAILWAY,
 JU1529'BETWEEN THE TRACK AND U.S. HIGHWAY 322, 48 FEET WEST OF THE
 JU1529'CENTER LINE OF THE HIGHWAY, AND AT A FENCE.  A CHISELED CROSS
 JU1529'ON THE TOP OF A STONE POST.
 JU1529
 JU1529                          STATION RECOVERY (1975)
 JU1529
 JU1529'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7891 ***********************************************************************
 AF7891  DESIGNATION -  27 WO TT
 AF7891  PID         -  AF7891
 AF7891  STATE/COUNTY-  DE/NEW CASTLE
 AF7891  USGS QUAD   -  WILMINGTON NORTH (1993)
 AF7891
 AF7891                         *CURRENT SURVEY CONTROL
 AF7891  ___________________________________________________________________
 AF7891* NAD 83(1991)-  39 49 18.78101(N)    075 36 59.75933(W)     ADJUSTED  
 AF7891* NAVD 88     -       132.69   (+/-2cm)     435.3    (feet)  VERTCON   
 AF7891  ___________________________________________________________________
 AF7891  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AF7891  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 AF7891
 AF7891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7891
 AF7891.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF7891
 AF7891  NGVD 29 (03/31/99)  133.00   (m)          436.4    (f) LEVELING    3  
 AF7891
 AF7891.Superseded values are not recommended for survey control.
 AF7891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7891.See file dsdata.txt to determine how the superseded data were derived.
 AF7891
 AF7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4723108170(NAD 83)
 AF7891_MARKER: DD = SURVEY DISK
 AF7891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7891_MARK LOGO: USGS  
 AF7891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7891+STABILITY: SURFACE MOTION
 AF7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7891+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AF7891
 AF7891  HISTORY     - Date     Condition        Report By
 AF7891  HISTORY     - 1934     MONUMENTED       USGS
 AF7891  HISTORY     - 19820615 GOOD             NGS
 AF7891  HISTORY     - 20060305 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0381 ***********************************************************************
 HU0381  DESIGNATION -  3 USCG
 HU0381  PID         -  HU0381
 HU0381  STATE/COUNTY-  DE/SUSSEX
 HU0381  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0381
 HU0381                         *CURRENT SURVEY CONTROL
 HU0381  ___________________________________________________________________
 HU0381* NAD 83(1986)-  38 27 04.     (N)    075 03 16.     (W)     SCALED    
 HU0381* NAVD 88     -         2.868  (meters)       9.41   (feet)  ADJUSTED  
 HU0381  ___________________________________________________________________
 HU0381  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU0381  DYNAMIC HT  -           2.867 (meters)       9.41  (feet)  COMP
 HU0381  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 HU0381
 HU0381  VERT ORDER  -  SECOND    CLASS 0
 HU0381
 HU0381.The horizontal coordinates were scaled from a topographic map and have
 HU0381.an estimated accuracy of +/- 6 seconds.
 HU0381
 HU0381.The orthometric height was determined by differential leveling
 HU0381.and adjusted in June 1991.
 HU0381
 HU0381.The geoid height was determined by GEOID03.
 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       -    50,140.      231,620.      MT  (+/- 180 meters Scaled)
 HU0381
 HU0381                          SUPERSEDED SURVEY CONTROL
 HU0381
 HU0381  NGVD 29 (??/??/??)    3.106  (m)           10.19   (f) ADJUSTED    2 0
 HU0381
 HU0381.Superseded values are not recommended for survey control.
 HU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0381.See file dsdata.txt to determine how the superseded data were derived.
 HU0381
 HU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH952558(NAD 83)
 HU0381_MARKER: DD = SURVEY DISK
 HU0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0381_STAMPING: NO 3
 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 = MARCH  2, 2009
 HU0049 ***********************************************************************
 HU0049  DESIGNATION -  3 USE
 HU0049  PID         -  HU0049
 HU0049  STATE/COUNTY-  DE/SUSSEX
 HU0049  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0049
 HU0049                         *CURRENT SURVEY CONTROL
 HU0049  ___________________________________________________________________
 HU0049* NAD 83(1986)-  38 56 50.     (N)    075 18 55.     (W)     SCALED    
 HU0049* NAVD 88     -         1.349  (meters)       4.43   (feet)  ADJUSTED  
 HU0049  ___________________________________________________________________
 HU0049  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0049  DYNAMIC HT  -           1.349 (meters)       4.43  (feet)  COMP
 HU0049  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 HU0049
 HU0049  VERT ORDER  -  FIRST     CLASS II
 HU0049
 HU0049.The horizontal coordinates were scaled from a topographic map and have
 HU0049.an estimated accuracy of +/- 6 seconds.
 HU0049
 HU0049.The orthometric height was determined by differential leveling
 HU0049.and adjusted in June 1991.
 HU0049
 HU0049.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0049
 HU0049  NGVD 29 (??/??/??)    1.601  (m)            5.25   (f) ADJUSTED    1 2
 HU0049
 HU0049.Superseded values are not recommended for survey control.
 HU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0049.See file dsdata.txt to determine how the superseded data were derived.
 HU0049
 HU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0049_MARKER: DD = SURVEY DISK
 HU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU0067 ***********************************************************************
 HU0067  DESIGNATION -  30 USGS
 HU0067  PID         -  HU0067
 HU0067  STATE/COUNTY-  DE/SUSSEX
 HU0067  USGS QUAD   -  MILTON (1992)
 HU0067
 HU0067                         *CURRENT SURVEY CONTROL
 HU0067  ___________________________________________________________________
 HU0067* NAD 83(1986)-  38 46 11.     (N)    075 18 48.     (W)     SCALED    
 HU0067* NAVD 88     -         8.738  (meters)      28.67   (feet)  ADJUSTED  
 HU0067  ___________________________________________________________________
 HU0067  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 HU0067  DYNAMIC HT  -           8.733 (meters)      28.65  (feet)  COMP
 HU0067  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 HU0067
 HU0067  VERT ORDER  -  FIRST     CLASS II
 HU0067
 HU0067.The horizontal coordinates were scaled from a topographic map and have
 HU0067.an estimated accuracy of +/- 6 seconds.
 HU0067
 HU0067.The orthometric height was determined by differential leveling
 HU0067.and adjusted in June 1991.
 HU0067
 HU0067.The geoid height was determined by GEOID03.
 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       -    85,450.      208,980.      MT  (+/- 180 meters Scaled)
 HU0067
 HU0067                          SUPERSEDED SURVEY CONTROL
 HU0067
 HU0067  NGVD 29 (??/??/??)    8.979  (m)           29.46   (f) ADJUSTED    1 2
 HU0067
 HU0067.Superseded values are not recommended for survey control.
 HU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0067.See file dsdata.txt to determine how the superseded data were derived.
 HU0067
 HU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH727912(NAD 83)
 HU0067_MARKER: DD = SURVEY DISK
 HU0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0067_SP_SET: SEMAPHORE BASE
 HU0067_STAMPING: 30
 HU0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1896 ***********************************************************************
 JU1896  DESIGNATION -  306 DEGS
 JU1896  PID         -  JU1896
 JU1896  STATE/COUNTY-  DE/NEW CASTLE
 JU1896  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1896
 JU1896                         *CURRENT SURVEY CONTROL
 JU1896  ___________________________________________________________________
 JU1896* NAD 83(1986)-  39 40 14.     (N)    075 35 40.     (W)     SCALED    
 JU1896* NAVD 88     -        19.892  (meters)      65.26   (feet)  ADJUSTED  
 JU1896  ___________________________________________________________________
 JU1896  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU1896  DYNAMIC HT  -          19.883 (meters)      65.23  (feet)  COMP
 JU1896  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 JU1896
 JU1896  VERT ORDER  -  SECOND    CLASS 0
 JU1896
 JU1896.The horizontal coordinates were scaled from a topographic map and have
 JU1896.an estimated accuracy of +/- 6 seconds.
 JU1896
 JU1896.The orthometric height was determined by differential leveling
 JU1896.and adjusted in June 1991.
 JU1896
 JU1896.The geoid height was determined by GEOID03.
 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       -   185,470.      184,750.      MT  (+/- 180 meters Scaled)
 JU1896
 JU1896                          SUPERSEDED SURVEY CONTROL
 JU1896
 JU1896  NGVD 29 (??/??/??)   20.246  (m)           66.42   (f) ADJUSTED    2 0
 JU1896
 JU1896.Superseded values are not recommended for survey control.
 JU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1896.See file dsdata.txt to determine how the superseded data were derived.
 JU1896
 JU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ490913(NAD 83)
 JU1896_MARKER: DD = SURVEY DISK
 JU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1896_STAMPING: STATION NO 36
 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 = MARCH  2, 2009
 JU1777 ***********************************************************************
 JU1777  DESIGNATION -  33
 JU1777  PID         -  JU1777
 JU1777  STATE/COUNTY-  DE/NEW CASTLE
 JU1777  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1777
 JU1777                         *CURRENT SURVEY CONTROL
 JU1777  ___________________________________________________________________
 JU1777* NAD 83(1986)-  39 43 44.     (N)    075 31 56.     (W)     SCALED    
 JU1777* NAVD 88     -         1.631  (meters)       5.35   (feet)  ADJUSTED  
 JU1777  ___________________________________________________________________
 JU1777  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1777  DYNAMIC HT  -           1.630 (meters)       5.35  (feet)  COMP
 JU1777  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 JU1777
 JU1777  VERT ORDER  -  FIRST     CLASS II
 JU1777
 JU1777.The horizontal coordinates were scaled from a topographic map and have
 JU1777.an estimated accuracy of +/- 6 seconds.
 JU1777
 JU1777.The orthometric height was determined by differential leveling
 JU1777.and adjusted in June 1991.
 JU1777
 JU1777.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1777
 JU1777  NGVD 29 (??/??/??)    1.901  (m)            6.24   (f) ADJUSTED    1 2
 JU1777
 JU1777.Superseded values are not recommended for survey control.
 JU1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1777.See file dsdata.txt to determine how the superseded data were derived.
 JU1777
 JU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ543978(NAD 83)
 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       DOD
 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 = MARCH  2, 2009
 AH9333 ***********************************************************************
 AH9333  SACS        -  This is a Secondary Airport Control Station.
 AH9333  DESIGNATION -  33N A
 AH9333  PID         -  AH9333
 AH9333  STATE/COUNTY-  DE/KENT
 AH9333  USGS QUAD   -  DOVER (1993)
 AH9333
 AH9333                         *CURRENT SURVEY CONTROL
 AH9333  ___________________________________________________________________
 AH9333* NAD 83(2007)-  39 13 10.89879(N)    075 35 25.75996(W)     ADJUSTED  
 AH9333* NAVD 88     -        13.33   (meters)      43.7    (feet)  GPS OBS   
 AH9333  ___________________________________________________________________
 AH9333  EPOCH DATE  -        2002.00
 AH9333  X           -   1,231,294.683 (meters)                     COMP
 AH9333  Y           -  -4,792,273.431 (meters)                     COMP
 AH9333  Z           -   4,011,228.995 (meters)                     COMP
 AH9333  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AH9333  ELLIP HEIGHT-         -20.675 (meters)          (02/10/07) ADJUSTED
 AH9333  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH9333
 AH9333  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9333  Type    PID    Designation                      North   East  Ellip
 AH9333  -------------------------------------------------------------------
 AH9333  NETWORK AH9333 33N A                             0.67   0.73   1.84
 AH9333  -------------------------------------------------------------------
 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 February 2007.
 AH9333
 AH9333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9333.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9333.The horizontal coordinates are valid at the epoch date displayed above.
 AH9333.The epoch date for horizontal control is a decimal equivalence
 AH9333.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 NAVD 88 network.
 AH9333
 AH9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9333
 AH9333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9333
 AH9333.The ellipsoidal height was determined by GPS observations
 AH9333.and is referenced to NAD 83.
 AH9333
 AH9333.The geoid height was determined by GEOID03.
 AH9333
 AH9333;                    North         East     Units Scale Factor Converg.
 AH9333;SPC DE       -   135,409.594   184,989.153   MT  0.99999777   -0 06 35.7
 AH9333;SPC DE       -   444,256.31    606,918.58   sFT  0.99999777   -0 06 35.7
 AH9333;UTM  18      - 4,341,322.820   449,026.848   MT  0.99963199   -0 22 24.1
 AH9333
 AH9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9333!SPC DE       -   1.00000324  x   0.99999777  =   1.00000101
 AH9333!UTM  18      -   1.00000324  x   0.99963199  =   0.99963523
 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  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9333.See file dsdata.txt to determine how the superseded data were derived.
 AH9333
 AH9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4902741323(NAD 83)
 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 = MARCH  2, 2009
 HU0740 ***********************************************************************
 HU0740  DESIGNATION -  34 RHP USGS
 HU0740  PID         -  HU0740
 HU0740  STATE/COUNTY-  DE/KENT
 HU0740  USGS QUAD   -  GREENWOOD (1992)
 HU0740
 HU0740                         *CURRENT SURVEY CONTROL
 HU0740  ___________________________________________________________________
 HU0740* NAD 83(1986)-  38 52 09.     (N)    075 34 45.     (W)     SCALED    
 HU0740* NAVD 88     -        18.772  (meters)      61.59   (feet)  ADJUSTED  
 HU0740  ___________________________________________________________________
 HU0740  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 HU0740  DYNAMIC HT  -          18.761 (meters)      61.55  (feet)  COMP
 HU0740  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 HU0740
 HU0740  VERT ORDER  -  FIRST     CLASS I
 HU0740
 HU0740.The horizontal coordinates were scaled from a topographic map and have
 HU0740.an estimated accuracy of +/- 6 seconds.
 HU0740
 HU0740.The orthometric height was determined by differential leveling
 HU0740.and adjusted in June 1991.
 HU0740
 HU0740.The geoid height was determined by GEOID03.
 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       -    96,490.      185,900.      MT  (+/- 180 meters Scaled)
 HU0740
 HU0740                          SUPERSEDED SURVEY CONTROL
 HU0740
 HU0740  NGVD 29 (??/??/??)   19.017  (m)           62.39   (f) ADJUSTED    1 1
 HU0740
 HU0740.Superseded values are not recommended for survey control.
 HU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0740.See file dsdata.txt to determine how the superseded data were derived.
 HU0740
 HU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ497024(NAD 83)
 HU0740_MARKER: DD = SURVEY DISK
 HU0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0740_STAMPING: 34 RHP 1955 63
 HU0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0740+STABILITY: SURFACE MOTION
 HU0740
 HU0740  HISTORY     - Date     Condition        Report By
 HU0740  HISTORY     - 1955     MONUMENTED       USGS
 HU0740  HISTORY     - 1963     GOOD             CGS
 HU0740  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1902 ***********************************************************************
 JU1902  DESIGNATION -  34 USE
 JU1902  PID         -  JU1902
 JU1902  STATE/COUNTY-  DE/NEW CASTLE
 JU1902  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1902
 JU1902                         *CURRENT SURVEY CONTROL
 JU1902  ___________________________________________________________________
 JU1902* NAD 83(1986)-  39 39 30.     (N)    075 33 48.     (W)     SCALED    
 JU1902* NAVD 88     -         3.573  (meters)      11.72   (feet)  ADJUSTED  
 JU1902  ___________________________________________________________________
 JU1902  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1902  DYNAMIC HT  -           3.572 (meters)      11.72  (feet)  COMP
 JU1902  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 JU1902
 JU1902  VERT ORDER  -  FIRST     CLASS I
 JU1902
 JU1902.The horizontal coordinates were scaled from a topographic map and have
 JU1902.an estimated accuracy of +/- 6 seconds.
 JU1902
 JU1902.The orthometric height was determined by differential leveling
 JU1902.and adjusted in June 1991.
 JU1902.WARNING-Repeat measurements at this control monument indicate possible
 JU1902.vertical movement.
 JU1902
 JU1902.The geoid height was determined by GEOID03.
 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       -   184,110.      187,410.      MT  (+/- 180 meters Scaled)
 JU1902
 JU1902                          SUPERSEDED SURVEY CONTROL
 JU1902
 JU1902  NGVD 29 (??/??/??)    3.822  (m)           12.54   (f) ADJUSTED    1 1
 JU1902
 JU1902.Superseded values are not recommended for survey control.
 JU1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1902.See file dsdata.txt to determine how the superseded data were derived.
 JU1902
 JU1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516899(NAD 83)
 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 - January 05, 2007
 JU1902
 JU1902  HISTORY     - Date     Condition        Report By
 JU1902  HISTORY     - UNK      MONUMENTED       DOD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0258 ***********************************************************************
 HU0258  DESIGNATION -  34.73 PRR
 HU0258  PID         -  HU0258
 HU0258  STATE/COUNTY-  DE/SUSSEX
 HU0258  USGS QUAD   -  SELBYVILLE (1992)
 HU0258
 HU0258                         *CURRENT SURVEY CONTROL
 HU0258  ___________________________________________________________________
 HU0258* NAD 83(1986)-  38 27 27.     (N)    075 13 41.     (W)     SCALED    
 HU0258* NAVD 88     -        10.018  (meters)      32.87   (feet)  ADJUSTED  
 HU0258  ___________________________________________________________________
 HU0258  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 HU0258  DYNAMIC HT  -          10.012 (meters)      32.85  (feet)  COMP
 HU0258  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HU0258
 HU0258  VERT ORDER  -  SECOND    CLASS 0
 HU0258
 HU0258.The horizontal coordinates were scaled from a topographic map and have
 HU0258.an estimated accuracy of +/- 6 seconds.
 HU0258
 HU0258.The orthometric height was determined by differential leveling
 HU0258.and adjusted in June 1991.
 HU0258
 HU0258.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0258
 HU0258  NGVD 29 (??/??/??)   10.259  (m)           33.66   (f) ADJUSTED    2 0
 HU0258
 HU0258.Superseded values are not recommended for survey control.
 HU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0258.See file dsdata.txt to determine how the superseded data were derived.
 HU0258
 HU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH801566(NAD 83)
 HU0258_MARKER: B = BOLT
 HU0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0258_SP_SET: SEMAPHORE BASE
 HU0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1114 ***********************************************************************
 JU1114  DESIGNATION -  36 PRR
 JU1114  PID         -  JU1114
 JU1114  STATE/COUNTY-  DE/KENT
 JU1114  USGS QUAD   -  WYOMING (1993)
 JU1114
 JU1114                         *CURRENT SURVEY CONTROL
 JU1114  ___________________________________________________________________
 JU1114* NAD 83(1986)-  39 07 06.     (N)    075 33 34.     (W)     SCALED    
 JU1114* NAVD 88     -        12.608  (meters)      41.36   (feet)  ADJUSTED  
 JU1114  ___________________________________________________________________
 JU1114  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU1114  DYNAMIC HT  -          12.601 (meters)      41.34  (feet)  COMP
 JU1114  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 JU1114
 JU1114  VERT ORDER  -  FIRST     CLASS I
 JU1114
 JU1114.The horizontal coordinates were scaled from a topographic map and have
 JU1114.an estimated accuracy of +/- 6 seconds.
 JU1114
 JU1114.The orthometric height was determined by differential leveling
 JU1114.and adjusted in June 1991.
 JU1114
 JU1114.The geoid height was determined by GEOID03.
 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       -   124,150.      187,650.      MT  (+/- 180 meters Scaled)
 JU1114
 JU1114                          SUPERSEDED SURVEY CONTROL
 JU1114
 JU1114  NGVD 29 (??/??/??)   12.845  (m)           42.14   (f) ADJUSTED    1 1
 JU1114
 JU1114.Superseded values are not recommended for survey control.
 JU1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1114.See file dsdata.txt to determine how the superseded data were derived.
 JU1114
 JU1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516300(NAD 83)
 JU1114_MARKER: B = BOLT
 JU1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1114_SP_SET: DOOR SILL
 JU1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1119 ***********************************************************************
 JU1119  DESIGNATION -  37 PRR
 JU1119  PID         -  JU1119
 JU1119  STATE/COUNTY-  DE/KENT
 JU1119  USGS QUAD   -  WYOMING (1993)
 JU1119
 JU1119                         *CURRENT SURVEY CONTROL
 JU1119  ___________________________________________________________________
 JU1119* NAD 83(1986)-  39 04 56.     (N)    075 34 03.     (W)     SCALED    
 JU1119* NAVD 88     -        11.031  (meters)      36.19   (feet)  ADJUSTED  
 JU1119  ___________________________________________________________________
 JU1119  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU1119  DYNAMIC HT  -          11.025 (meters)      36.17  (feet)  COMP
 JU1119  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 JU1119
 JU1119  VERT ORDER  -  FIRST     CLASS II
 JU1119
 JU1119.The horizontal coordinates were scaled from a topographic map and have
 JU1119.an estimated accuracy of +/- 6 seconds.
 JU1119
 JU1119.The orthometric height was determined by differential leveling
 JU1119.and adjusted in June 1991.
 JU1119
 JU1119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1119
 JU1119  NGVD 29 (??/??/??)   11.287  (m)           37.03   (f) ADJUSTED    1 2
 JU1119
 JU1119.Superseded values are not recommended for survey control.
 JU1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1119.See file dsdata.txt to determine how the superseded data were derived.
 JU1119
 JU1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509260(NAD 83)
 JU1119_MARKER: B = BOLT
 JU1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1119_SP_SET: CULVERT
 JU1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1814 ***********************************************************************
 JU1814  DESIGNATION -  39 USE
 JU1814  PID         -  JU1814
 JU1814  STATE/COUNTY-  DE/NEW CASTLE
 JU1814  USGS QUAD   -  DELAWARE CITY (1993)
 JU1814
 JU1814                         *CURRENT SURVEY CONTROL
 JU1814  ___________________________________________________________________
 JU1814* NAD 83(1986)-  39 31 00.4    (N)    075 34 35.2    (W)     HD_HELD2  
 JU1814* NAVD 88     -         3.073  (meters)      10.08   (feet)  ADJUSTED  
 JU1814  ___________________________________________________________________
 JU1814  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1814  DYNAMIC HT  -           3.071 (meters)      10.08  (feet)  COMP
 JU1814  MODELED GRAV-     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
 JU1814.and adjusted in June 1991.
 JU1814
 JU1814.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1814
 JU1814  NGVD 29 (01/10/92)    3.310  (m)           10.86   (f) ADJUSTED    1 1
 JU1814
 JU1814.Superseded values are not recommended for survey control.
 JU1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1814.See file dsdata.txt to determine how the superseded data were derived.
 JU1814
 JU1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5045074285(NAD 83)
 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       DOD
 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
 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'HANDHELD COORDINATES ARE N39-31-00.48 W075-34-35.28.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1801 ***********************************************************************
 JU1801  DESIGNATION -  4 70 USE
 JU1801  PID         -  JU1801
 JU1801  STATE/COUNTY-  DE/NEW CASTLE
 JU1801  USGS QUAD   -  DELAWARE CITY (1993)
 JU1801
 JU1801                         *CURRENT SURVEY CONTROL
 JU1801  ___________________________________________________________________
 JU1801* NAD 83(1986)-  39 33 39.     (N)    075 34 16.     (W)     SCALED    
 JU1801* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 JU1801  ___________________________________________________________________
 JU1801  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1801  DYNAMIC HT  -           4.349 (meters)      14.27  (feet)  COMP
 JU1801  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 JU1801
 JU1801  VERT ORDER  -  FIRST     CLASS I
 JU1801
 JU1801.The horizontal coordinates were scaled from a topographic map and have
 JU1801.an estimated accuracy of +/- 6 seconds.
 JU1801
 JU1801.The orthometric height was determined by differential leveling
 JU1801.and adjusted in June 1991.
 JU1801
 JU1801.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1801
 JU1801  NGVD 29 (01/10/92)    4.737  (m)           15.54   (f) ADJUSTED    1 1
 JU1801
 JU1801.Superseded values are not recommended for survey control.
 JU1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1801.See file dsdata.txt to determine how the superseded data were derived.
 JU1801
 JU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509791(NAD 83)
 JU1801_MARKER: DD = SURVEY DISK
 JU1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1801_STAMPING: 4-70
 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       DOD
 JU1801  HISTORY     - 1971     GOOD             NGS
 JU1801  HISTORY     - 1979     GOOD             NGS
 JU1801  HISTORY     - 19901126 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1127 ***********************************************************************
 JU1127  DESIGNATION -  40 PRR
 JU1127  PID         -  JU1127
 JU1127  STATE/COUNTY-  DE/KENT
 JU1127  USGS QUAD   -  WYOMING (1993)
 JU1127
 JU1127                         *CURRENT SURVEY CONTROL
 JU1127  ___________________________________________________________________
 JU1127* NAD 83(1986)-  39 00 38.     (N)    075 34 33.     (W)     SCALED    
 JU1127* NAVD 88     -        18.793  (meters)      61.66   (feet)  ADJUSTED  
 JU1127  ___________________________________________________________________
 JU1127  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU1127  DYNAMIC HT  -          18.783 (meters)      61.62  (feet)  COMP
 JU1127  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 JU1127
 JU1127  VERT ORDER  -  FIRST     CLASS I
 JU1127
 JU1127.The horizontal coordinates were scaled from a topographic map and have
 JU1127.an estimated accuracy of +/- 6 seconds.
 JU1127
 JU1127.The orthometric height was determined by differential leveling
 JU1127.and adjusted in June 1991.
 JU1127
 JU1127.The geoid height was determined by GEOID03.
 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       -   112,190.      186,210.      MT  (+/- 180 meters Scaled)
 JU1127
 JU1127                          SUPERSEDED SURVEY CONTROL
 JU1127
 JU1127  NGVD 29 (??/??/??)   19.033  (m)           62.44   (f) ADJUSTED    1 1
 JU1127
 JU1127.Superseded values are not recommended for survey control.
 JU1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1127.See file dsdata.txt to determine how the superseded data were derived.
 JU1127
 JU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501181(NAD 83)
 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 - June 15, 2002
 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
 JU1127                          STATION DESCRIPTION
 JU1127
 JU1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1127'AT FELTON.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0860 ***********************************************************************
 HU0860  DESIGNATION -  42 PRR
 HU0860  PID         -  HU0860
 HU0860  STATE/COUNTY-  DE/KENT
 HU0860  USGS QUAD   -  HARRINGTON (1993)
 HU0860
 HU0860                         *CURRENT SURVEY CONTROL
 HU0860  ___________________________________________________________________
 HU0860* NAD 83(1986)-  38 58 33.     (N)    075 34 44.     (W)     SCALED    
 HU0860* NAVD 88     -        12.156  (meters)      39.88   (feet)  ADJUSTED  
 HU0860  ___________________________________________________________________
 HU0860  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 HU0860  DYNAMIC HT  -          12.149 (meters)      39.86  (feet)  COMP
 HU0860  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 HU0860
 HU0860  VERT ORDER  -  FIRST     CLASS II
 HU0860
 HU0860.The horizontal coordinates were scaled from a topographic map and have
 HU0860.an estimated accuracy of +/- 6 seconds.
 HU0860
 HU0860.The orthometric height was determined by differential leveling
 HU0860.and adjusted in June 1991.
 HU0860
 HU0860.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0860
 HU0860  NGVD 29 (??/??/??)   12.405  (m)           40.70   (f) ADJUSTED    1 2
 HU0860
 HU0860.Superseded values are not recommended for survey control.
 HU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0860.See file dsdata.txt to determine how the superseded data were derived.
 HU0860
 HU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498142(NAD 83)
 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 = MARCH  2, 2009
 JU1115 ***********************************************************************
 JU1115  DESIGNATION -  42 USGS
 JU1115  PID         -  JU1115
 JU1115  STATE/COUNTY-  DE/KENT
 JU1115  USGS QUAD   -  WYOMING (1993)
 JU1115
 JU1115                         *CURRENT SURVEY CONTROL
 JU1115  ___________________________________________________________________
 JU1115* NAD 83(1986)-  39 07 02.     (N)    075 33 37.     (W)     SCALED    
 JU1115* NAVD 88     -        12.465  (meters)      40.90   (feet)  ADJUSTED  
 JU1115  ___________________________________________________________________
 JU1115  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU1115  DYNAMIC HT  -          12.458 (meters)      40.87  (feet)  COMP
 JU1115  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 JU1115
 JU1115  VERT ORDER  -  FIRST     CLASS I
 JU1115
 JU1115.The horizontal coordinates were scaled from a topographic map and have
 JU1115.an estimated accuracy of +/- 6 seconds.
 JU1115
 JU1115.The orthometric height was determined by differential leveling
 JU1115.and adjusted in June 1991.
 JU1115
 JU1115.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1115
 JU1115  NGVD 29 (??/??/??)   12.702  (m)           41.67   (f) ADJUSTED    1 1
 JU1115
 JU1115.Superseded values are not recommended for survey control.
 JU1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1115.See file dsdata.txt to determine how the superseded data were derived.
 JU1115
 JU1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ515299(NAD 83)
 JU1115_MARKER: DD = SURVEY DISK
 JU1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1115_SP_SET: DOOR SILL
 JU1115_STAMPING: T STA NO 2 W 1926 42 DEL
 JU1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1253 ***********************************************************************
 JU1253  DESIGNATION -  43
 JU1253  PID         -  JU1253
 JU1253  STATE/COUNTY-  DE/NEW CASTLE
 JU1253  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1253
 JU1253                         *CURRENT SURVEY CONTROL
 JU1253  ___________________________________________________________________
 JU1253* NAD 83(1986)-  39 24 18.     (N)    075 35 57.     (W)     SCALED    
 JU1253* NAVD 88     -         1.175  (meters)       3.85   (feet)  ADJUSTED  
 JU1253  ___________________________________________________________________
 JU1253  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU1253  DYNAMIC HT  -           1.175 (meters)       3.85  (feet)  COMP
 JU1253  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 JU1253
 JU1253  VERT ORDER  -  SECOND    CLASS 0
 JU1253
 JU1253.The horizontal coordinates were scaled from a topographic map and have
 JU1253.an estimated accuracy of +/- 6 seconds.
 JU1253
 JU1253.The orthometric height was determined by differential leveling
 JU1253.and adjusted in June 1991.
 JU1253
 JU1253.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1253
 JU1253  NGVD 29 (??/??/??)    1.399  (m)            4.59   (f) ADJUSTED    2 0
 JU1253
 JU1253.Superseded values are not recommended for survey control.
 JU1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1253.See file dsdata.txt to determine how the superseded data were derived.
 JU1253
 JU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ484618(NAD 83)
 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       DOD
 JU1253  HISTORY     - 1961     GOOD             CGS
 JU1253  HISTORY     - 19891122 MARK NOT FOUND   USGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0161 ***********************************************************************
 HU0161  DESIGNATION -  43.09
 HU0161  PID         -  HU0161
 HU0161  STATE/COUNTY-  DE/SUSSEX
 HU0161  USGS QUAD   -  HARBESON (1992)
 HU0161
 HU0161                         *CURRENT SURVEY CONTROL
 HU0161  ___________________________________________________________________
 HU0161* NAD 83(1986)-  38 38 28.     (N)    075 20 25.     (W)     SCALED    
 HU0161* NAVD 88     -        12.485  (meters)      40.96   (feet)  ADJUSTED  
 HU0161  ___________________________________________________________________
 HU0161  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU0161  DYNAMIC HT  -          12.477 (meters)      40.94  (feet)  COMP
 HU0161  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HU0161
 HU0161  VERT ORDER  -  SECOND    CLASS 0
 HU0161
 HU0161.The horizontal coordinates were scaled from a topographic map and have
 HU0161.an estimated accuracy of +/- 6 seconds.
 HU0161
 HU0161.The orthometric height was determined by differential leveling
 HU0161.and adjusted in June 1991.
 HU0161
 HU0161.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0161
 HU0161  NGVD 29 (??/??/??)   12.723  (m)           41.74   (f) ADJUSTED    2 0
 HU0161
 HU0161.Superseded values are not recommended for survey control.
 HU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0161.See file dsdata.txt to determine how the superseded data were derived.
 HU0161
 HU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH703770(NAD 83)
 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 - November 10, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0866 ***********************************************************************
 HU0866  DESIGNATION -  44 PRR
 HU0866  PID         -  HU0866
 HU0866  STATE/COUNTY-  DE/KENT
 HU0866  USGS QUAD   -  HARRINGTON (1993)
 HU0866
 HU0866                         *CURRENT SURVEY CONTROL
 HU0866  ___________________________________________________________________
 HU0866* NAD 83(1986)-  38 55 27.     (N)    075 34 37.     (W)     SCALED    
 HU0866* NAVD 88     -        18.473  (meters)      60.61   (feet)  ADJUSTED  
 HU0866  ___________________________________________________________________
 HU0866  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 HU0866  DYNAMIC HT  -          18.462 (meters)      60.57  (feet)  COMP
 HU0866  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 HU0866
 HU0866  VERT ORDER  -  FIRST     CLASS I
 HU0866
 HU0866.The horizontal coordinates were scaled from a topographic map and have
 HU0866.an estimated accuracy of +/- 6 seconds.
 HU0866
 HU0866.The orthometric height was determined by differential leveling
 HU0866.and adjusted in June 1991.
 HU0866
 HU0866.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0866
 HU0866  NGVD 29 (??/??/??)   18.715  (m)           61.40   (f) ADJUSTED    1 1
 HU0866
 HU0866.Superseded values are not recommended for survey control.
 HU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0866.See file dsdata.txt to determine how the superseded data were derived.
 HU0866
 HU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499085(NAD 83)
 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 - June 15, 2002
 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
 HU0866                          STATION DESCRIPTION
 HU0866
 HU0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0866'AT HARRINGTON.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1085 ***********************************************************************
 JU1085  DESIGNATION -  45 USGS
 JU1085  PID         -  JU1085
 JU1085  STATE/COUNTY-  DE/KENT
 JU1085  USGS QUAD   -  CLAYTON (1993)
 JU1085
 JU1085                         *CURRENT SURVEY CONTROL
 JU1085  ___________________________________________________________________
 JU1085* NAD 83(1986)-  39 17 29.     (N)    075 37 59.     (W)     SCALED    
 JU1085* NAVD 88     -        13.388  (meters)      43.92   (feet)  ADJUSTED  
 JU1085  ___________________________________________________________________
 JU1085  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU1085  DYNAMIC HT  -          13.381 (meters)      43.90  (feet)  COMP
 JU1085  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 JU1085
 JU1085  VERT ORDER  -  FIRST     CLASS II
 JU1085
 JU1085.The horizontal coordinates were scaled from a topographic map and have
 JU1085.an estimated accuracy of +/- 6 seconds.
 JU1085
 JU1085.The orthometric height was determined by differential leveling
 JU1085.and adjusted in June 1991.
 JU1085
 JU1085.The geoid height was determined by GEOID03.
 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       -   143,380.      181,330.      MT  (+/- 180 meters Scaled)
 JU1085
 JU1085                          SUPERSEDED SURVEY CONTROL
 JU1085
 JU1085  NGVD 29 (??/??/??)   13.634  (m)           44.73   (f) ADJUSTED    1 2
 JU1085
 JU1085.Superseded values are not recommended for survey control.
 JU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1085.See file dsdata.txt to determine how the superseded data were derived.
 JU1085
 JU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ454493(NAD 83)
 JU1085_MARKER: DD = SURVEY DISK
 JU1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1085_SP_SET: BUILDING
 JU1085_STAMPING: 45
 JU1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1085
 JU1085  HISTORY     - Date     Condition        Report By
 JU1085  HISTORY     - UNK      MONUMENTED       USGS
 JU1085  HISTORY     - 1963     GOOD             CGS
 JU1085  HISTORY     - 1981     GOOD             UDE
 JU1085  HISTORY     - 19971220 GOOD             USPSQD
 JU1085  HISTORY     - 20020615 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0739 ***********************************************************************
 HU0739  DESIGNATION -  46 PRR
 HU0739  PID         -  HU0739
 HU0739  STATE/COUNTY-  DE/KENT
 HU0739  USGS QUAD   -  GREENWOOD (1992)
 HU0739
 HU0739                         *CURRENT SURVEY CONTROL
 HU0739  ___________________________________________________________________
 HU0739* NAD 83(1986)-  38 52 08.     (N)    075 34 45.     (W)     SCALED    
 HU0739* NAVD 88     -        18.665  (meters)      61.24   (feet)  ADJUSTED  
 HU0739  ___________________________________________________________________
 HU0739  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 HU0739  DYNAMIC HT  -          18.654 (meters)      61.20  (feet)  COMP
 HU0739  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 HU0739
 HU0739  VERT ORDER  -  FIRST     CLASS II
 HU0739
 HU0739.The horizontal coordinates were scaled from a topographic map and have
 HU0739.an estimated accuracy of +/- 6 seconds.
 HU0739
 HU0739.The orthometric height was determined by differential leveling
 HU0739.and adjusted in June 1991.
 HU0739
 HU0739.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0739
 HU0739  NGVD 29 (??/??/??)   18.911  (m)           62.04   (f) ADJUSTED    1 2
 HU0739
 HU0739.Superseded values are not recommended for survey control.
 HU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0739.See file dsdata.txt to determine how the superseded data were derived.
 HU0739
 HU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ497023(NAD 83)
 HU0739_MARKER: B = BOLT
 HU0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0739_SP_SET: 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.
 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 = MARCH  2, 2009
 HU0754 ***********************************************************************
 HU0754  DESIGNATION -  49 A
 HU0754  PID         -  HU0754
 HU0754  STATE/COUNTY-  DE/SUSSEX
 HU0754  USGS QUAD   -  SEAFORD EAST (1992)
 HU0754
 HU0754                         *CURRENT SURVEY CONTROL
 HU0754  ___________________________________________________________________
 HU0754* NAD 83(1986)-  38 44 47.6    (N)    075 36 18.6    (W)     HD_HELD2  
 HU0754* NAVD 88     -        12.630  (meters)      41.44   (feet)  ADJUSTED  
 HU0754  ___________________________________________________________________
 HU0754  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0754  DYNAMIC HT  -          12.623 (meters)      41.41  (feet)  COMP
 HU0754  MODELED GRAV-     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
 HU0754.and adjusted in June 1991.
 HU0754
 HU0754.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0754
 HU0754  NGVD 29 (??/??/??)   12.878  (m)           42.25   (f) ADJUSTED    1 1
 HU0754
 HU0754.Superseded values are not recommended for survey control.
 HU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0754.See file dsdata.txt to determine how the superseded data were derived.
 HU0754
 HU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4741188826(NAD 83)
 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 - December 02, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0163 ***********************************************************************
 HU0163  DESIGNATION -  49.67
 HU0163  PID         -  HU0163
 HU0163  STATE/COUNTY-  DE/SUSSEX
 HU0163  USGS QUAD   -  HARBESON (1992)
 HU0163
 HU0163                         *CURRENT SURVEY CONTROL
 HU0163  ___________________________________________________________________
 HU0163* NAD 83(1986)-  38 40 50.     (N)    075 22 19.     (W)     SCALED    
 HU0163* NAVD 88     -        14.506  (meters)      47.59   (feet)  ADJUSTED  
 HU0163  ___________________________________________________________________
 HU0163  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0163  DYNAMIC HT  -          14.497 (meters)      47.56  (feet)  COMP
 HU0163  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 HU0163
 HU0163  VERT ORDER  -  SECOND    CLASS 0
 HU0163
 HU0163.The horizontal coordinates were scaled from a topographic map and have
 HU0163.an estimated accuracy of +/- 6 seconds.
 HU0163
 HU0163.The orthometric height was determined by differential leveling
 HU0163.and adjusted in June 1991.
 HU0163
 HU0163.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0163
 HU0163  NGVD 29 (??/??/??)   14.744  (m)           48.37   (f) ADJUSTED    2 0
 HU0163
 HU0163.Superseded values are not recommended for survey control.
 HU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0163.See file dsdata.txt to determine how the superseded data were derived.
 HU0163
 HU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH676813(NAD 83)
 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 = MARCH  2, 2009
 HU0173 ***********************************************************************
 HU0173  DESIGNATION -  5 A PRR
 HU0173  PID         -  HU0173
 HU0173  STATE/COUNTY-  DE/SUSSEX
 HU0173  USGS QUAD   -  ELLENDALE (1992)
 HU0173
 HU0173                         *CURRENT SURVEY CONTROL
 HU0173  ___________________________________________________________________
 HU0173* NAD 83(1986)-  38 45 12.     (N)    075 25 18.     (W)     SCALED    
 HU0173* NAVD 88     -        13.312  (meters)      43.67   (feet)  ADJUSTED  
 HU0173  ___________________________________________________________________
 HU0173  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 HU0173  DYNAMIC HT  -          13.303 (meters)      43.64  (feet)  COMP
 HU0173  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 HU0173
 HU0173  VERT ORDER  -  SECOND    CLASS 0
 HU0173
 HU0173.The horizontal coordinates were scaled from a topographic map and have
 HU0173.an estimated accuracy of +/- 6 seconds.
 HU0173
 HU0173.The orthometric height was determined by differential leveling
 HU0173.and adjusted in June 1991.
 HU0173
 HU0173.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0173
 HU0173  NGVD 29 (??/??/??)   13.552  (m)           44.46   (f) ADJUSTED    2 0
 HU0173
 HU0173.Superseded values are not recommended for survey control.
 HU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0173.See file dsdata.txt to determine how the superseded data were derived.
 HU0173
 HU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH633894(NAD 83)
 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 = MARCH  2, 2009
 HU0757 ***********************************************************************
 HU0757  DESIGNATION -  50
 HU0757  PID         -  HU0757
 HU0757  STATE/COUNTY-  DE/SUSSEX
 HU0757  USGS QUAD   -  SEAFORD EAST (1992)
 HU0757
 HU0757                         *CURRENT SURVEY CONTROL
 HU0757  ___________________________________________________________________
 HU0757* NAD 83(1986)-  38 44 31.     (N)    075 36 22.     (W)     SCALED    
 HU0757* NAVD 88     -        13.927  (meters)      45.69   (feet)  ADJUSTED  
 HU0757  ___________________________________________________________________
 HU0757  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0757  DYNAMIC HT  -          13.918 (meters)      45.66  (feet)  COMP
 HU0757  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 HU0757
 HU0757  VERT ORDER  -  FIRST     CLASS I
 HU0757
 HU0757.The horizontal coordinates were scaled from a topographic map and have
 HU0757.an estimated accuracy of +/- 6 seconds.
 HU0757
 HU0757.The orthometric height was determined by differential leveling
 HU0757.and adjusted in June 1991.
 HU0757.WARNING-Repeat measurements at this control monument indicate possible
 HU0757.vertical movement.
 HU0757
 HU0757.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0757
 HU0757  NGVD 29 (??/??/??)   14.175  (m)           46.51   (f) ADJUSTED    1 1
 HU0757
 HU0757.Superseded values are not recommended for survey control.
 HU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0757.See file dsdata.txt to determine how the superseded data were derived.
 HU0757
 HU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH473883(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0763 ***********************************************************************
 HU0763  DESIGNATION -  52 A PRR
 HU0763  PID         -  HU0763
 HU0763  STATE/COUNTY-  DE/SUSSEX
 HU0763  USGS QUAD   -  SEAFORD EAST (1992)
 HU0763
 HU0763                         *CURRENT SURVEY CONTROL
 HU0763  ___________________________________________________________________
 HU0763* NAD 83(1986)-  38 41 11.     (N)    075 37 04.     (W)     SCALED    
 HU0763* NAVD 88     -         9.813  (meters)      32.19   (feet)  ADJUSTED  
 HU0763  ___________________________________________________________________
 HU0763  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 HU0763  DYNAMIC HT  -           9.807 (meters)      32.18  (feet)  COMP
 HU0763  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 HU0763
 HU0763  VERT ORDER  -  FIRST     CLASS I
 HU0763
 HU0763.The horizontal coordinates were scaled from a topographic map and have
 HU0763.an estimated accuracy of +/- 6 seconds.
 HU0763
 HU0763.The orthometric height was determined by differential leveling
 HU0763.and adjusted in June 1991.
 HU0763
 HU0763.The geoid height was determined by GEOID03.
 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       -    76,210.      182,500.      MT  (+/- 180 meters Scaled)
 HU0763
 HU0763                          SUPERSEDED SURVEY CONTROL
 HU0763
 HU0763  NGVD 29 (??/??/??)   10.062  (m)           33.01   (f) ADJUSTED    1 1
 HU0763
 HU0763.Superseded values are not recommended for survey control.
 HU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0763.See file dsdata.txt to determine how the superseded data were derived.
 HU0763
 HU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH462821(NAD 83)
 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
 HU0763  HISTORY     - Date     Condition        Report By
 HU0763  HISTORY     - UNK      MONUMENTED       PRR
 HU0763  HISTORY     - 1963     GOOD             CGS
 HU0763  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0060 ***********************************************************************
 HU0060  DESIGNATION -  52 USGS
 HU0060  PID         -  HU0060
 HU0060  STATE/COUNTY-  DE/SUSSEX
 HU0060  USGS QUAD   -  ELLENDALE (1992)
 HU0060
 HU0060                         *CURRENT SURVEY CONTROL
 HU0060  ___________________________________________________________________
 HU0060* NAD 83(1986)-  38 48 21.     (N)    075 25 22.     (W)     SCALED    
 HU0060* NAVD 88     -        15.353  (meters)      50.37   (feet)  ADJUSTED  
 HU0060  ___________________________________________________________________
 HU0060  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU0060  DYNAMIC HT  -          15.344 (meters)      50.34  (feet)  COMP
 HU0060  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 HU0060
 HU0060  VERT ORDER  -  FIRST     CLASS I
 HU0060
 HU0060.The horizontal coordinates were scaled from a topographic map and have
 HU0060.an estimated accuracy of +/- 6 seconds.
 HU0060
 HU0060.The orthometric height was determined by differential leveling
 HU0060.and adjusted in June 1991.
 HU0060
 HU0060.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0060
 HU0060  NGVD 29 (??/??/??)   15.595  (m)           51.16   (f) ADJUSTED    1 1
 HU0060
 HU0060.Superseded values are not recommended for survey control.
 HU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0060.See file dsdata.txt to determine how the superseded data were derived.
 HU0060
 HU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632953(NAD 83)
 HU0060_MARKER: DD = SURVEY DISK
 HU0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0060_SP_SET: FOUNDATION
 HU0060_STAMPING: 52 1908
 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 = MARCH  2, 2009
 HU0764 ***********************************************************************
 HU0764  DESIGNATION -  53 PRR
 HU0764  PID         -  HU0764
 HU0764  STATE/COUNTY-  DE/SUSSEX
 HU0764  USGS QUAD   -  SEAFORD EAST (1992)
 HU0764
 HU0764                         *CURRENT SURVEY CONTROL
 HU0764  ___________________________________________________________________
 HU0764* NAD 83(1986)-  38 41 04.     (N)    075 37 06.     (W)     SCALED    
 HU0764* NAVD 88     -         9.677  (meters)      31.75   (feet)  ADJUSTED  
 HU0764  ___________________________________________________________________
 HU0764  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 HU0764  DYNAMIC HT  -           9.671 (meters)      31.73  (feet)  COMP
 HU0764  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 HU0764
 HU0764  VERT ORDER  -  FIRST     CLASS I
 HU0764
 HU0764.The horizontal coordinates were scaled from a topographic map and have
 HU0764.an estimated accuracy of +/- 6 seconds.
 HU0764
 HU0764.The orthometric height was determined by differential leveling
 HU0764.and adjusted in June 1991.
 HU0764.WARNING-Repeat measurements at this control monument indicate possible
 HU0764.vertical movement.
 HU0764
 HU0764.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0764
 HU0764  NGVD 29 (??/??/??)    9.926  (m)           32.57   (f) ADJUSTED    1 1
 HU0764
 HU0764.Superseded values are not recommended for survey control.
 HU0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0764.See file dsdata.txt to determine how the superseded data were derived.
 HU0764
 HU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH462819(NAD 83)
 HU0764_MARKER: B = BOLT
 HU0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 HU0764                          STATION DESCRIPTION
 HU0764
 HU0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0764'3.3 MI N FROM SEAFORD.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0769 ***********************************************************************
 HU0769  DESIGNATION -  54 A PRR
 HU0769  PID         -  HU0769
 HU0769  STATE/COUNTY-  DE/SUSSEX
 HU0769  USGS QUAD   -  SEAFORD EAST (1992)
 HU0769
 HU0769                         *CURRENT SURVEY CONTROL
 HU0769  ___________________________________________________________________
 HU0769* NAD 83(1986)-  38 38 45.     (N)    075 37 04.     (W)     SCALED    
 HU0769* NAVD 88     -         7.015  (meters)      23.02   (feet)  ADJUSTED  
 HU0769  ___________________________________________________________________
 HU0769  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0769  DYNAMIC HT  -           7.011 (meters)      23.00  (feet)  COMP
 HU0769  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HU0769
 HU0769  VERT ORDER  -  FIRST     CLASS II
 HU0769
 HU0769.The horizontal coordinates were scaled from a topographic map and have
 HU0769.an estimated accuracy of +/- 6 seconds.
 HU0769
 HU0769.The orthometric height was determined by differential leveling
 HU0769.and adjusted in June 1991.
 HU0769
 HU0769.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0769
 HU0769  NGVD 29 (??/??/??)    7.271  (m)           23.85   (f) ADJUSTED    1 2
 HU0769
 HU0769.Superseded values are not recommended for survey control.
 HU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0769.See file dsdata.txt to determine how the superseded data were derived.
 HU0769
 HU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH462776(NAD 83)
 HU0769_MARKER: Q = CHISELED SQUARE
 HU0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0769_SP_SET: SIGNAL BASE
 HU0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.
 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 = MARCH  2, 2009
 HU0770 ***********************************************************************
 HU0770  DESIGNATION -  55 PRR
 HU0770  PID         -  HU0770
 HU0770  STATE/COUNTY-  DE/SUSSEX
 HU0770  USGS QUAD   -  SEAFORD EAST (1992)
 HU0770
 HU0770                         *CURRENT SURVEY CONTROL
 HU0770  ___________________________________________________________________
 HU0770* NAD 83(1986)-  38 38 18.7    (N)    075 36 51.6    (W)     HD_HELD2  
 HU0770* NAVD 88     -         3.179  (meters)      10.43   (feet)  ADJUSTED  
 HU0770  ___________________________________________________________________
 HU0770  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0770  DYNAMIC HT  -           3.178 (meters)      10.43  (feet)  COMP
 HU0770  MODELED GRAV-     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
 HU0770.and adjusted in June 1991.
 HU0770
 HU0770.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0770
 HU0770  NGVD 29 (??/??/??)    3.427  (m)           11.24   (f) ADJUSTED    1 1
 HU0770
 HU0770.Superseded values are not recommended for survey control.
 HU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0770.See file dsdata.txt to determine how the superseded data were derived.
 HU0770
 HU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4653476844(NAD 83)
 HU0770_MARKER: Z = SEE DESCRIPTION
 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 - June 23, 2004
 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
 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'HANDHELD COORDINATES ARE N38-38-18.78 W075-36-51.60.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0777 ***********************************************************************
 HU0777  DESIGNATION -  56 PRR
 HU0777  PID         -  HU0777
 HU0777  STATE/COUNTY-  DE/SUSSEX
 HU0777  USGS QUAD   -  LAUREL (1992)
 HU0777
 HU0777                         *CURRENT SURVEY CONTROL
 HU0777  ___________________________________________________________________
 HU0777* NAD 83(1986)-  38 36 05.     (N)    075 35 48.     (W)     SCALED    
 HU0777* NAVD 88     -        10.020  (meters)      32.87   (feet)  ADJUSTED  
 HU0777  ___________________________________________________________________
 HU0777  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU0777  DYNAMIC HT  -          10.014 (meters)      32.85  (feet)  COMP
 HU0777  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 HU0777
 HU0777  VERT ORDER  -  FIRST     CLASS I
 HU0777
 HU0777.The horizontal coordinates were scaled from a topographic map and have
 HU0777.an estimated accuracy of +/- 6 seconds.
 HU0777
 HU0777.The orthometric height was determined by differential leveling
 HU0777.and adjusted in June 1991.
 HU0777.WARNING-Repeat measurements at this control monument indicate possible
 HU0777.vertical movement.
 HU0777
 HU0777.The geoid height was determined by GEOID03.
 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       -    66,770.      184,320.      MT  (+/- 180 meters Scaled)
 HU0777
 HU0777                          SUPERSEDED SURVEY CONTROL
 HU0777
 HU0777  NGVD 29 (??/??/??)   10.268  (m)           33.69   (f) ADJUSTED    1 1
 HU0777
 HU0777.Superseded values are not recommended for survey control.
 HU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0777.See file dsdata.txt to determine how the superseded data were derived.
 HU0777
 HU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH480727(NAD 83)
 HU0777_MARKER: Z = SEE DESCRIPTION
 HU0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0782 ***********************************************************************
 HU0782  DESIGNATION -  57 PRR
 HU0782  PID         -  HU0782
 HU0782  STATE/COUNTY-  DE/SUSSEX
 HU0782  USGS QUAD   -  LAUREL (1992)
 HU0782
 HU0782                         *CURRENT SURVEY CONTROL
 HU0782  ___________________________________________________________________
 HU0782* NAD 83(1986)-  38 34 32.     (N)    075 34 46.     (W)     SCALED    
 HU0782* NAVD 88     -         9.773  (meters)      32.06   (feet)  ADJUSTED  
 HU0782  ___________________________________________________________________
 HU0782  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0782  DYNAMIC HT  -           9.767 (meters)      32.04  (feet)  COMP
 HU0782  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 HU0782
 HU0782  VERT ORDER  -  FIRST     CLASS I
 HU0782
 HU0782.The horizontal coordinates were scaled from a topographic map and have
 HU0782.an estimated accuracy of +/- 6 seconds.
 HU0782
 HU0782.The orthometric height was determined by differential leveling
 HU0782.and adjusted in June 1991.
 HU0782
 HU0782.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0782
 HU0782  NGVD 29 (??/??/??)   10.022  (m)           32.88   (f) ADJUSTED    1 1
 HU0782
 HU0782.Superseded values are not recommended for survey control.
 HU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0782.See file dsdata.txt to determine how the superseded data were derived.
 HU0782
 HU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH495698(NAD 83)
 HU0782_MARKER: Z = SEE DESCRIPTION
 HU0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU0787 ***********************************************************************
 HU0787  DESIGNATION -  58
 HU0787  PID         -  HU0787
 HU0787  STATE/COUNTY-  DE/SUSSEX
 HU0787  USGS QUAD   -  LAUREL (1992)
 HU0787
 HU0787                         *CURRENT SURVEY CONTROL
 HU0787  ___________________________________________________________________
 HU0787* NAD 83(1986)-  38 33 19.     (N)    075 34 21.     (W)     SCALED    
 HU0787* NAVD 88     -         8.196  (meters)      26.89   (feet)  ADJUSTED  
 HU0787  ___________________________________________________________________
 HU0787  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0787  DYNAMIC HT  -           8.191 (meters)      26.87  (feet)  COMP
 HU0787  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HU0787
 HU0787  VERT ORDER  -  FIRST     CLASS I
 HU0787
 HU0787.The horizontal coordinates were scaled from a topographic map and have
 HU0787.an estimated accuracy of +/- 6 seconds.
 HU0787
 HU0787.The orthometric height was determined by differential leveling
 HU0787.and adjusted in June 1991.
 HU0787
 HU0787.The geoid height was determined by GEOID03.
 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       -    61,650.      186,420.      MT  (+/- 180 meters Scaled)
 HU0787
 HU0787                          SUPERSEDED SURVEY CONTROL
 HU0787
 HU0787  NGVD 29 (??/??/??)    8.445  (m)           27.71   (f) ADJUSTED    1 1
 HU0787
 HU0787.Superseded values are not recommended for survey control.
 HU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0787.See file dsdata.txt to determine how the superseded data were derived.
 HU0787
 HU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501675(NAD 83)
 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 - October 30, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1799 ***********************************************************************
 JU1799  DESIGNATION -  6 70 USE
 JU1799  PID         -  JU1799
 JU1799  STATE/COUNTY-  DE/NEW CASTLE
 JU1799  USGS QUAD   -  DELAWARE CITY (1993)
 JU1799
 JU1799                         *CURRENT SURVEY CONTROL
 JU1799  ___________________________________________________________________
 JU1799* NAD 83(1986)-  39 33 36.     (N)    075 34 38.     (W)     SCALED    
 JU1799* NAVD 88     -         4.443  (meters)      14.58   (feet)  ADJUSTED  
 JU1799  ___________________________________________________________________
 JU1799  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1799  DYNAMIC HT  -           4.441 (meters)      14.57  (feet)  COMP
 JU1799  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 JU1799
 JU1799  VERT ORDER  -  FIRST     CLASS I
 JU1799
 JU1799.The horizontal coordinates were scaled from a topographic map and have
 JU1799.an estimated accuracy of +/- 6 seconds.
 JU1799
 JU1799.The orthometric height was determined by differential leveling
 JU1799.and adjusted in June 1991.
 JU1799
 JU1799.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1799
 JU1799  NGVD 29 (01/10/92)    4.712  (m)           15.46   (f) ADJUSTED    1 1
 JU1799
 JU1799.Superseded values are not recommended for survey control.
 JU1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1799.See file dsdata.txt to determine how the superseded data were derived.
 JU1799
 JU1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504790(NAD 83)
 JU1799_MARKER: DD = SURVEY DISK
 JU1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1799_STAMPING: 6-70
 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       DOD
 JU1799  HISTORY     - 1971     GOOD             NGS
 JU1799  HISTORY     - 1979     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0398 ***********************************************************************
 HU0398  DESIGNATION -  60 PRR
 HU0398  PID         -  HU0398
 HU0398  STATE/COUNTY-  DE/SUSSEX
 HU0398  USGS QUAD   -  DELMAR (1992)
 HU0398
 HU0398                         *CURRENT SURVEY CONTROL
 HU0398  ___________________________________________________________________
 HU0398* NAD 83(1986)-  38 29 23.     (N)    075 34 28.     (W)     SCALED    
 HU0398* NAVD 88     -        13.552  (meters)      44.46   (feet)  ADJUSTED  
 HU0398  ___________________________________________________________________
 HU0398  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0398  DYNAMIC HT  -          13.543 (meters)      44.43  (feet)  COMP
 HU0398  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HU0398
 HU0398  VERT ORDER  -  FIRST     CLASS I
 HU0398
 HU0398.The horizontal coordinates were scaled from a topographic map and have
 HU0398.an estimated accuracy of +/- 6 seconds.
 HU0398
 HU0398.The orthometric height was determined by differential leveling
 HU0398.and adjusted in June 1991.
 HU0398
 HU0398.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0398
 HU0398  NGVD 29 (??/??/??)   13.802  (m)           45.28   (f) ADJUSTED    1 1
 HU0398
 HU0398.Superseded values are not recommended for survey control.
 HU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0398.See file dsdata.txt to determine how the superseded data were derived.
 HU0398
 HU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH499603(NAD 83)
 HU0398_MARKER: Z = SEE DESCRIPTION
 HU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0398_SP_SET: 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 = MARCH  2, 2009
 JU4183 ***********************************************************************
 JU4183  DESIGNATION -  61 29 NJ 78
 JU4183  PID         -  JU4183
 JU4183  STATE/COUNTY-  DE/NEW CASTLE
 JU4183  USGS QUAD   -  MARCUS HOOK (1993)
 JU4183
 JU4183                         *CURRENT SURVEY CONTROL
 JU4183  ___________________________________________________________________
 JU4183* NAD 83(1991)-  39 48 05.12780(N)    075 25 59.80511(W)     ADJUSTED  
 JU4183* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4183  ___________________________________________________________________
 JU4183  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JU4183  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4183
 JU4183.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4183.See file dsdata.txt to determine how the superseded data were derived.
 JU4183
 JU4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6290805807(NAD 83)
 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 = MARCH  2, 2009
 JU1817 ***********************************************************************
 JU1817  DESIGNATION -  67 USE
 JU1817  PID         -  JU1817
 JU1817  STATE/COUNTY-  DE/NEW CASTLE
 JU1817  USGS QUAD   -  SAINT GEORGES (1993)
 JU1817
 JU1817                         *CURRENT SURVEY CONTROL
 JU1817  ___________________________________________________________________
 JU1817* NAD 83(1986)-  39 32 28.     (N)    075 42 13.     (W)     SCALED    
 JU1817* NAVD 88     -        20.615  (meters)      67.63   (feet)  ADJUSTED  
 JU1817  ___________________________________________________________________
 JU1817  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU1817  DYNAMIC HT  -          20.605 (meters)      67.60  (feet)  COMP
 JU1817  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 JU1817
 JU1817  VERT ORDER  -  FIRST     CLASS I
 JU1817
 JU1817.The horizontal coordinates were scaled from a topographic map and have
 JU1817.an estimated accuracy of +/- 6 seconds.
 JU1817
 JU1817.The orthometric height was determined by differential leveling
 JU1817.and adjusted in June 1991.
 JU1817
 JU1817.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1817
 JU1817  NGVD 29 (??/??/??)   20.855  (m)           68.42   (f) ADJUSTED    1 1
 JU1817
 JU1817.Superseded values are not recommended for survey control.
 JU1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1817.See file dsdata.txt to determine how the superseded data were derived.
 JU1817
 JU1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ395770(NAD 83)
 JU1817_MARKER: DD = SURVEY DISK
 JU1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1817_STAMPING: 67.43
 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       DOD
 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 = MARCH  2, 2009
 HU0090 ***********************************************************************
 HU0090  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0090  DESIGNATION -  7
 HU0090  PID         -  HU0090
 HU0090  STATE/COUNTY-  DE/SUSSEX
 HU0090  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0090
 HU0090                         *CURRENT SURVEY CONTROL
 HU0090  ___________________________________________________________________
 HU0090* NAD 83(1986)-  38 47 04.     (N)    075 06 26.     (W)     SCALED    
 HU0090* NAVD 88     -         2.334  (meters)       7.66   (feet)  ADJUSTED  
 HU0090  ___________________________________________________________________
 HU0090  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0090  DYNAMIC HT  -           2.333 (meters)       7.65  (feet)  COMP
 HU0090  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 HU0090
 HU0090  VERT ORDER  -  FIRST     CLASS II
 HU0090
 HU0090.The horizontal coordinates were scaled from a topographic map and have
 HU0090.an estimated accuracy of +/- 6 seconds.
 HU0090
 HU0090.The orthometric height was determined by differential leveling
 HU0090.and adjusted in June 1991.
 HU0090
 HU0090.This Tidal Bench Mark is designated as VM 394
 HU0090.by the Center for Operational Oceanographic Products and Services.
 HU0090
 HU0090.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0090
 HU0090  NGVD 29 (??/??/??)    2.566  (m)            8.42   (f) ADJUSTED    1 2
 HU0090
 HU0090.Superseded values are not recommended for survey control.
 HU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0090.See file dsdata.txt to determine how the superseded data were derived.
 HU0090
 HU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH906928(NAD 83)
 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 = MARCH  2, 2009
 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  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1903
 JU1903                         *CURRENT SURVEY CONTROL
 JU1903  ___________________________________________________________________
 JU1903* NAD 83(1986)-  39 39 28.     (N)    075 33 47.     (W)     SCALED    
 JU1903* NAVD 88     -         2.183  (meters)       7.16   (feet)  ADJUSTED  
 JU1903  ___________________________________________________________________
 JU1903  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1903  DYNAMIC HT  -           2.182 (meters)       7.16  (feet)  COMP
 JU1903  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 JU1903
 JU1903  VERT ORDER  -  FIRST     CLASS I
 JU1903
 JU1903.The horizontal coordinates were scaled from a topographic map and have
 JU1903.an estimated accuracy of +/- 6 seconds.
 JU1903
 JU1903.The orthometric height was determined by differential leveling
 JU1903.and adjusted in June 1991.
 JU1903
 JU1903.This Tidal Bench Mark is designated as VM 2971
 JU1903.by the Center for Operational Oceanographic Products and Services.
 JU1903
 JU1903.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1903;SPC DE       -   184,040.      187,440.      MT  (+/- 180 meters Scaled)
 JU1903
 JU1903                          SUPERSEDED SURVEY CONTROL
 JU1903
 JU1903  NGVD 29 (01/10/92)    2.431  (m)            7.98   (f) ADJUSTED    1 1
 JU1903
 JU1903.Superseded values are not recommended for survey control.
 JU1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1903.See file dsdata.txt to determine how the superseded data were derived.
 JU1903
 JU1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516899(NAD 83)
 JU1903_MARKER: DJ = TIDAL STATION DISK
 JU1903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1903_SP_SET: FOUNDATION
 JU1903_STAMPING: NO 1 1953
 JU1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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'FLOUR 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1907 ***********************************************************************
 JU1907  DESIGNATION -  855 1201 TIDAL 3
 JU1907  PID         -  JU1907
 JU1907  STATE/COUNTY-  DE/NEW CASTLE
 JU1907  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1907
 JU1907                         *CURRENT SURVEY CONTROL
 JU1907  ___________________________________________________________________
 JU1907* NAD 83(1986)-  39 39 28.     (N)    075 33 43.     (W)     SCALED    
 JU1907* NAVD 88     -         1.610  (meters)       5.28   (feet)  ADJUSTED  
 JU1907  ___________________________________________________________________
 JU1907  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1907  DYNAMIC HT  -           1.609 (meters)       5.28  (feet)  COMP
 JU1907  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 JU1907
 JU1907  VERT ORDER  -  FIRST     CLASS I
 JU1907
 JU1907.The horizontal coordinates were scaled from a topographic map and have
 JU1907.an estimated accuracy of +/- 6 seconds.
 JU1907
 JU1907.The orthometric height was determined by differential leveling
 JU1907.and adjusted in June 1991.
 JU1907
 JU1907.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1907
 JU1907  NGVD 29 (01/10/92)    1.979  (m)            6.49   (f) ADJUSTED    1 1
 JU1907
 JU1907.Superseded values are not recommended for survey control.
 JU1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1907.See file dsdata.txt to determine how the superseded data were derived.
 JU1907
 JU1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ517899(NAD 83)
 JU1907_MARKER: DJ = TIDAL STATION DISK
 JU1907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1907_SP_SET: RETAINING WALL
 JU1907_STAMPING: NO 3 1953
 JU1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 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  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1901
 JU1901                         *CURRENT SURVEY CONTROL
 JU1901  ___________________________________________________________________
 JU1901* NAD 83(1986)-  39 39 31.     (N)    075 33 43.     (W)     SCALED    
 JU1901* NAVD 88     -         3.200  (meters)      10.50   (feet)  ADJUSTED  
 JU1901  ___________________________________________________________________
 JU1901  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1901  DYNAMIC HT  -           3.198 (meters)      10.49  (feet)  COMP
 JU1901  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 JU1901
 JU1901  VERT ORDER  -  FIRST     CLASS I
 JU1901
 JU1901.The horizontal coordinates were scaled from a topographic map and have
 JU1901.an estimated accuracy of +/- 6 seconds.
 JU1901
 JU1901.The orthometric height was determined by differential leveling
 JU1901.and adjusted in June 1991.
 JU1901
 JU1901.This Tidal Bench Mark is designated as VM 2972
 JU1901.by the Center for Operational Oceanographic Products and Services.
 JU1901
 JU1901.The geoid height was determined by GEOID03.
 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       -   184,140.      187,530.      MT  (+/- 180 meters Scaled)
 JU1901
 JU1901                          SUPERSEDED SURVEY CONTROL
 JU1901
 JU1901  NGVD 29 (01/10/92)    3.449  (m)           11.32   (f) ADJUSTED    1 1
 JU1901
 JU1901.Superseded values are not recommended for survey control.
 JU1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1901.See file dsdata.txt to determine how the superseded data were derived.
 JU1901
 JU1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ517900(NAD 83)
 JU1901_MARKER: DJ = TIDAL STATION DISK
 JU1901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1901_SP_SET: CURB
 JU1901_STAMPING: NO 4 1953
 JU1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1901+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2007
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1900
 JU1900                         *CURRENT SURVEY CONTROL
 JU1900  ___________________________________________________________________
 JU1900* NAD 83(1986)-  39 39 36.     (N)    075 33 46.     (W)     SCALED    
 JU1900* NAVD 88     -         5.679  (meters)      18.63   (feet)  ADJUSTED  
 JU1900  ___________________________________________________________________
 JU1900  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1900  DYNAMIC HT  -           5.677 (meters)      18.63  (feet)  COMP
 JU1900  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 JU1900
 JU1900  VERT ORDER  -  FIRST     CLASS I
 JU1900
 JU1900.The horizontal coordinates were scaled from a topographic map and have
 JU1900.an estimated accuracy of +/- 6 seconds.
 JU1900
 JU1900.The orthometric height was determined by differential leveling
 JU1900.and adjusted in June 1991.
 JU1900.WARNING-Repeat measurements at this control monument indicate possible
 JU1900.vertical movement.
 JU1900
 JU1900.This Tidal Bench Mark is designated as VM 2973
 JU1900.by the Center for Operational Oceanographic Products and Services.
 JU1900
 JU1900.The geoid height was determined by GEOID03.
 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       -   184,290.      187,460.      MT  (+/- 180 meters Scaled)
 JU1900
 JU1900                          SUPERSEDED SURVEY CONTROL
 JU1900
 JU1900  NGVD 29 (01/10/92)    5.927  (m)           19.45   (f) ADJUSTED    1 1
 JU1900
 JU1900.Superseded values are not recommended for survey control.
 JU1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1900.See file dsdata.txt to determine how the superseded data were derived.
 JU1900
 JU1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ517901(NAD 83)
 JU1900_MARKER: DJ = TIDAL STATION DISK
 JU1900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1900_SP_SET: MONUMENT
 JU1900_STAMPING: NO 5 1953
 JU1900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1900+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2007
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2190 ***********************************************************************
 JU2190  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2190  DESIGNATION -  855 1910 A TIDAL
 JU2190  PID         -  JU2190
 JU2190  STATE/COUNTY-  DE/NEW CASTLE
 JU2190  USGS QUAD   -  DELAWARE CITY (1993)
 JU2190
 JU2190                         *CURRENT SURVEY CONTROL
 JU2190  ___________________________________________________________________
 JU2190* NAD 83(1986)-  39 33 30.4    (N)    075 34 19.6    (W)     HD_HELD2  
 JU2190* NAVD 88     -         1.859  (meters)       6.10   (feet)  ADJUSTED  
 JU2190  ___________________________________________________________________
 JU2190  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU2190  DYNAMIC HT  -           1.858 (meters)       6.10  (feet)  COMP
 JU2190  MODELED GRAV-     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
 JU2190.and adjusted in June 1991.
 JU2190
 JU2190.This Tidal Bench Mark is designated as VM 377
 JU2190.by the Center for Operational Oceanographic Products and Services.
 JU2190
 JU2190.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2190
 JU2190.No superseded survey control is available for this station.
 JU2190
 JU2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5085278907(NAD 83)
 JU2190_MARKER: DJ = TIDAL STATION DISK
 JU2190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2190_SP_SET: STAINLESS STEEL ROD
 JU2190_STAMPING: 1910 A 1979
 JU2190_MARK LOGO: NOS   
 JU2190_PROJECTION: PROJECTING 15 CENTIMETERS
 JU2190_MAGNETIC: I = MARKER IS A STEEL ROD
 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     - 20010919 MARK NOT FOUND   NGS
 JU2190  HISTORY     - 20050615 GOOD             GEOCAC
 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 (2001)
 JU2190
 JU2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2190'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 JU2190' 
 JU2190' 
 JU2190'
 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. HANDHELD COORDINATES ARE
 JU2190'N39-33-30.48 W075-34-19.62.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2189 ***********************************************************************
 JU2189  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2189  DESIGNATION -  855 1910 B TIDAL
 JU2189  PID         -  JU2189
 JU2189  STATE/COUNTY-  DE/NEW CASTLE
 JU2189  USGS QUAD   -  DELAWARE CITY (1993)
 JU2189
 JU2189                         *CURRENT SURVEY CONTROL
 JU2189  ___________________________________________________________________
 JU2189* NAD 83(2007)-  39 33 29.67409(N)    075 34 25.05401(W)     ADJUSTED  
 JU2189* NAVD 88     -         2.366  (meters)       7.76   (feet)  ADJUSTED  
 JU2189  ___________________________________________________________________
 JU2189  EPOCH DATE  -        2002.00
 JU2189  X           -   1,226,760.744 (meters)                     COMP
 JU2189  Y           -  -4,768,803.471 (meters)                     COMP
 JU2189  Z           -   4,040,271.317 (meters)                     COMP
 JU2189  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU2189  ELLIP HEIGHT-         -31.053 (meters)          (02/10/07) ADJUSTED
 JU2189  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU2189  DYNAMIC HT  -           2.365 (meters)       7.76  (feet)  COMP
 JU2189
 JU2189  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU2189  Type    PID    Designation                      North   East  Ellip
 JU2189  -------------------------------------------------------------------
 JU2189  NETWORK JU2189 855 1910 B TIDAL                  1.08   0.92   2.21
 JU2189  -------------------------------------------------------------------
 JU2189  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 JU2189
 JU2189  VERT ORDER  -  FIRST     CLASS II
 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 February 2007.
 JU2189
 JU2189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU2189.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU2189.The horizontal coordinates are valid at the epoch date displayed above.
 JU2189.The epoch date for horizontal control is a decimal equivalence
 JU2189.of Year/Month/Day.
 JU2189
 JU2189.The orthometric height was determined by differential leveling
 JU2189.and adjusted in June 1991.
 JU2189
 JU2189.This Tidal Bench Mark is designated as VM 376
 JU2189.by the Center for Operational Oceanographic Products and Services.
 JU2189
 JU2189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2189
 JU2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2189
 JU2189.The ellipsoidal height was determined by GPS observations
 JU2189.and is referenced to NAD 83.
 JU2189
 JU2189.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU2189;SPC DE       -   172,993.439   186,510.720   MT  0.99999724   -0 05 59.9
 JU2189;SPC DE       -   567,562.64    611,910.59   sFT  0.99999724   -0 05 59.9
 JU2189;UTM  18      - 4,378,885.468   450,721.224   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 41.0
 JU2189:UTM  18      -  REEDY POINT 1 CORS ARP                   041 46 36.3
 JU2189
 JU2189|---------------------------------------------------------------------|
 JU2189| PID    Reference Object                     Distance      Geod. Az  |
 JU2189|                                                           dddmmss.s |
 JU2189| AH8297 REEDY POINT 1 CORS ARP              473.830 METERS 0412441.1 |
 JU2189|---------------------------------------------------------------------|
 JU2189
 JU2189                          SUPERSEDED SURVEY CONTROL
 JU2189
 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 (02/12/02)    2.37   (m)            7.8    (f) LEVELING    3  
 JU2189
 JU2189.Superseded values are not recommended for survey control.
 JU2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2189.See file dsdata.txt to determine how the superseded data were derived.
 JU2189
 JU2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5072178885(NAD 83)
 JU2189_MARKER: DJ = TIDAL STATION DISK
 JU2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2189_SP_SET: STAINLESS STEEL ROD
 JU2189_STAMPING: 1910 B 1979
 JU2189_MARK LOGO: NOS   
 JU2189_PROJECTION: PROJECTING 0 CENTIMETERS
 JU2189_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2189+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU2189_ROD/PIPE-DEPTH: 9.75 meters
 JU2189
 JU2189  HISTORY     - Date     Condition        Report By
 JU2189  HISTORY     - 1979     MONUMENTED       NOS
 JU2189  HISTORY     - 1979     GOOD             NGS
 JU2189  HISTORY     - 19950328 POOR             NJGS
 JU2189  HISTORY     - 20000228 GOOD             NGS
 JU2189  HISTORY     - 20010919 GOOD             NGS
 JU2189  HISTORY     - 20030309 GOOD             USPSQD
 JU2189  HISTORY     - 20050615 GOOD             GEOCAC
 JU2189
 JU2189                          STATION DESCRIPTION
 JU2189
 JU2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 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 (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,
 JU2189'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 1.3 KM NORTHERLY
 JU2189'ALONG REEDY
 JU2189'POINT ROAD, THENCE 0.9 KM EASTERLY ALONG A GRAVELED ROAD ALONG THE
 JU2189'SOUTH SIDE OF THE
 JU2189'CHESAPEAKE AND DELAWARE CANAL, 10.4 M SOUTH OF UTILITY LIGHT POLE
 JU2189'NUMBER 075, 6.0 M
 JU2189'SOUTH OF THE ROAD CENTER, 0.3 M BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 JU2189'NORTH OF A
 JU2189'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JU2189'LOGO CAP.  THE MARK IS
 JU2189'ON PROPERTY OWNED BY THE DELAWARE DEPARTMENT OF TRANSPORTATION.
 JU2189' 
 JU2189'
 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'HANDHELD COORDINATES ARE N39-33-29.76 W075-34-25.08.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2188 ***********************************************************************
 JU2188  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2188  DESIGNATION -  855 1910 C TIDAL
 JU2188  PID         -  JU2188
 JU2188  STATE/COUNTY-  DE/NEW CASTLE
 JU2188  USGS QUAD   -  DELAWARE CITY (1993)
 JU2188
 JU2188                         *CURRENT SURVEY CONTROL
 JU2188  ___________________________________________________________________
 JU2188* NAD 83(1986)-  39 33 27.7    (N)    075 34 37.5    (W)     HD_HELD2  
 JU2188* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 JU2188  ___________________________________________________________________
 JU2188  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2188  DYNAMIC HT  -           2.243 (meters)       7.36  (feet)  COMP
 JU2188  MODELED GRAV-     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
 JU2188.and adjusted in June 1991.
 JU2188
 JU2188.This Tidal Bench Mark is designated as VM 381
 JU2188.by the Center for Operational Oceanographic Products and Services.
 JU2188
 JU2188.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2188
 JU2188.No superseded survey control is available for this station.
 JU2188
 JU2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5042478827(NAD 83)
 JU2188_MARKER: DJ = TIDAL STATION DISK
 JU2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2188_SP_SET: STAINLESS STEEL ROD
 JU2188_STAMPING: 1910 C 1979
 JU2188_MARK LOGO: NOS   
 JU2188_PROJECTION: PROJECTING 1 CENTIMETERS
 JU2188_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2188+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 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     - 20010919 GOOD             NGS
 JU2188  HISTORY     - 20030309 GOOD             USPSQD
 JU2188  HISTORY     - 20050615 GOOD             GEOCAC
 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 (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,
 JU2188'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 1.3 KM NORTHERLY
 JU2188'ALONG REEDY
 JU2188'POINT ROAD, THENCE 0.5 KM EASTERLY ALONG A GRAVELED ROAD ALONG THE
 JU2188'SOUTH SIDE OF THE
 JU2188'CHESAPEAKE AND DELAWARE CANAL, 21.0 M SOUTH OF UTILITY LIGHT POLE
 JU2188'NUMBER 085, 6.9 M
 JU2188'SOUTH OF THE ROAD CENTER, 0.5 M NORTH OF A WITNESS POST, AND 0.4 M
 JU2188'BELOW THE LEVEL OF
 JU2188'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 JU2188'CAP.  THE MARK IS
 JU2188'ON PROPERTY OWNED BY THE DELAWARE DEPARTMENT OF TRANSPORTATION.
 JU2188' 
 JU2188' 
 JU2188'
 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'HANDHELD COORDINATES ARE N39-33-27.78 W075-34-37.56.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ6314 ***********************************************************************
 AJ6314  DESIGNATION -  855 1910 G TIDAL
 AJ6314  PID         -  AJ6314
 AJ6314  STATE/COUNTY-  DE/NEW CASTLE
 AJ6314  USGS QUAD   -  DELAWARE CITY (1993)
 AJ6314
 AJ6314                         *CURRENT SURVEY CONTROL
 AJ6314  ___________________________________________________________________
 AJ6314* NAD 83(1986)-  39 33 31.     (N)    075 34 20.     (W)     SCALED    
 AJ6314* NAVD 88     -         1.488  (meters)       4.88   (feet)  ADJUSTED  
 AJ6314  ___________________________________________________________________
 AJ6314  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AJ6314  DYNAMIC HT  -           1.487 (meters)       4.88  (feet)  COMP
 AJ6314  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 AJ6314
 AJ6314  VERT ORDER  -  FIRST     CLASS II
 AJ6314
 AJ6314.The horizontal coordinates were scaled from a topographic map and have
 AJ6314.an estimated accuracy of +/- 6 seconds.
 AJ6314
 AJ6314.The orthometric height was determined by differential leveling
 AJ6314.and adjusted in July 2002.
 AJ6314.No vertical observational check was made to the station.
 AJ6314
 AJ6314.The geoid height was determined by GEOID03.
 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       -   173,030.      186,630.      MT  (+/- 180 meters Scaled)
 AJ6314
 AJ6314                          SUPERSEDED SURVEY CONTROL
 AJ6314
 AJ6314.No superseded survey control is available for this station.
 AJ6314
 AJ6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ508789(NAD 83)
 AJ6314_MARKER: DB = BENCH MARK DISK
 AJ6314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6314_STAMPING: 1910 G 1982
 AJ6314_MARK LOGO: NOS   
 AJ6314_PROJECTION: FLUSH
 AJ6314_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ6314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6314+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003
 AJ6314
 AJ6314  HISTORY     - Date     Condition        Report By
 AJ6314  HISTORY     - 1982     MONUMENTED       NOS
 AJ6314  HISTORY     - 20010919 GOOD             NGS
 AJ6314  HISTORY     - 20030309 GOOD             USPSQD
 AJ6314
 AJ6314                          STATION DESCRIPTION
 AJ6314
 AJ6314'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 AJ6314'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 AJ6314'DELAWARE CITY,
 AJ6314'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 1.3 KM NORTHERLY
 AJ6314'ALONG REEDY
 AJ6314'POINT ROAD, THENCE 0.1 KM EASTERLY ALONG A GRAVELED ROAD ON THE SOUTH
 AJ6314'BANK OF THE
 AJ6314'CHESAPEAKE AND DELAWARE CANAL, 15.0 M SOUTH OF THE SOUTHWEST POST OF A
 AJ6314'PIER FOR A  TIDE
 AJ6314'STATION, 8.0 M SOUTH OF AND LEVEL WITH THE ROAD CENTER, 2.0 M
 AJ6314'SOUTHWEST OF THE
 AJ6314'NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE TIDE STATION, 1.2
 AJ6314'M WEST OF THE
 AJ6314'FENCE, AND 0.5 M NORTH OF A WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO
 AJ6314'REFUSAL AND
 AJ6314'ANCHORED, BUT THE DEPTH IS UNKNOWN.  THE MARK IS ON PROPERTY OWNED BY
 AJ6314'THE DELAWARE
 AJ6314'DEPARTMENT OF TRANSPORTATION.
 AJ6314' 
 AJ6314' 
 AJ6314' 
 AJ6314'
 AJ6314
 AJ6314                          STATION RECOVERY (2003)
 AJ6314
 AJ6314'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 AJ6314'CHANGE TO THE FOLLOWING CORRECTED MILEAGE - THENCE 1.0 KM EASTERLY
 AJ6314'ALONG A GRAVELED ROAD ON THE SOUTH BANK OF THE CHESAPEAKE AND DELAWARE
 AJ6314'CANAL
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ6315 ***********************************************************************
 AJ6315  DESIGNATION -  855 1910 J TIDAL
 AJ6315  PID         -  AJ6315
 AJ6315  STATE/COUNTY-  DE/NEW CASTLE
 AJ6315  USGS QUAD   -  DELAWARE CITY (1993)
 AJ6315
 AJ6315                         *CURRENT SURVEY CONTROL
 AJ6315  ___________________________________________________________________
 AJ6315* NAD 83(1986)-  39 33 08.     (N)    075 34 52.     (W)     SCALED    
 AJ6315* NAVD 88     -         1.561  (meters)       5.12   (feet)  ADJUSTED  
 AJ6315  ___________________________________________________________________
 AJ6315  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AJ6315  DYNAMIC HT  -           1.560 (meters)       5.12  (feet)  COMP
 AJ6315  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 AJ6315
 AJ6315  VERT ORDER  -  FIRST     CLASS II
 AJ6315
 AJ6315.The horizontal coordinates were scaled from a topographic map and have
 AJ6315.an estimated accuracy of +/- 6 seconds.
 AJ6315
 AJ6315.The orthometric height was determined by differential leveling
 AJ6315.and adjusted in July 2002.
 AJ6315
 AJ6315.The geoid height was determined by GEOID03.
 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       -   172,330.      185,870.      MT  (+/- 180 meters Scaled)
 AJ6315
 AJ6315                          SUPERSEDED SURVEY CONTROL
 AJ6315
 AJ6315.No superseded survey control is available for this station.
 AJ6315
 AJ6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500782(NAD 83)
 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 - March 09, 2003
 AJ6315
 AJ6315  HISTORY     - Date     Condition        Report By
 AJ6315  HISTORY     - 1997     MONUMENTED       NOS
 AJ6315  HISTORY     - 20010919 GOOD             NGS
 AJ6315  HISTORY     - 20030309 GOOD             USPSQD
 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,
 AJ6315'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 0.8 KM NORTHERLY
 AJ6315'ALONG REEDY
 AJ6315'POINT ROAD, 35.4 M SOUTH OF THE CENTER OF A PAVED DRIVEWAY, 8.3 M WEST
 AJ6315'OF THE HIGHWAY
 AJ6315'CENTER, 6.2 M SOUTHEAST OF UTILITY POLE NUMBER 47654 36353, 0.5 M EAST
 AJ6315'OF A WITNESS POST,
 AJ6315'AND 0.4 M ABOVE THE LEVEL OF THE ROAD.    NOTE--THE ROD WAS DRIVEN TO
 AJ6315'REFUSAL AND
 AJ6315'ANCHORED, BUT THE ROD DEPTH IS UNKNOWN.  THE MARK IS ON THE ROAD
 AJ6315'RIGHT-OF-WAY.
 AJ6315' 
 AJ6315' 
 AJ6315' 
 AJ6315' 
 AJ6315' 
 AJ6315' 
 AJ6315'
 AJ6315
 AJ6315                          STATION RECOVERY (2003)
 AJ6315
 AJ6315'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 AJ6315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ6316 ***********************************************************************
 AJ6316  FBN         -  This is a Federal Base Network Control Station.
 AJ6316  DESIGNATION -  855 1910 K TIDAL
 AJ6316  PID         -  AJ6316
 AJ6316  STATE/COUNTY-  DE/NEW CASTLE
 AJ6316  USGS QUAD   -  DELAWARE CITY (1993)
 AJ6316
 AJ6316                         *CURRENT SURVEY CONTROL
 AJ6316  ___________________________________________________________________
 AJ6316* NAD 83(2007)-  39 32 42.93107(N)    075 34 47.90192(W)     ADJUSTED  
 AJ6316* NAVD 88     -         1.628  (meters)       5.34   (feet)  ADJUSTED  
 AJ6316  ___________________________________________________________________
 AJ6316  EPOCH DATE  -        2002.00
 AJ6316  X           -   1,226,460.950 (meters)                     COMP
 AJ6316  Y           -  -4,769,827.804 (meters)                     COMP
 AJ6316  Z           -   4,039,159.310 (meters)                     COMP
 AJ6316  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AJ6316  ELLIP HEIGHT-         -31.809 (meters)          (02/10/07) ADJUSTED
 AJ6316  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AJ6316  DYNAMIC HT  -           1.628 (meters)       5.34  (feet)  COMP
 AJ6316
 AJ6316  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6316  Type    PID    Designation                      North   East  Ellip
 AJ6316  -------------------------------------------------------------------
 AJ6316  NETWORK AJ6316 855 1910 K TIDAL                  0.31   0.27   0.67
 AJ6316  -------------------------------------------------------------------
 AJ6316  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 AJ6316
 AJ6316  VERT ORDER  -  FIRST     CLASS II
 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 February 2007.
 AJ6316
 AJ6316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6316.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6316.The epoch date for horizontal control is a decimal equivalence
 AJ6316.of Year/Month/Day.
 AJ6316
 AJ6316.The orthometric height was determined by differential leveling
 AJ6316.and adjusted in July 2002.
 AJ6316.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AJ6316
 AJ6316.The ellipsoidal height was determined by GPS observations
 AJ6316.and is referenced to NAD 83.
 AJ6316
 AJ6316.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ6316;SPC DE       -   171,552.834   185,962.666   MT  0.99999742   -0 06 14.3
 AJ6316;SPC DE       -   562,836.26    610,112.51   sFT  0.99999742   -0 06 14.3
 AJ6316;UTM  18      - 4,377,447.945   450,166.707   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                          SUPERSEDED SURVEY CONTROL
 AJ6316
 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 (02/12/02)    1.63   (m)            5.3    (f) LEVELING    3  
 AJ6316
 AJ6316.Superseded values are not recommended for survey control.
 AJ6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6316.See file dsdata.txt to determine how the superseded data were derived.
 AJ6316
 AJ6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5016777448(NAD 83)
 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 - October 07, 2005
 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
 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,
 AJ6316'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, 18.4 M WEST OF THE
 AJ6316'CENTER OF THE
 AJ6316'HIGHWAY, 17.7 M NORTH OF A CONCRETE CURB, 7.3 M EAST OF THE CENTER OF
 AJ6316'REEDY POINT ROAD,
 AJ6316'5.3 M NORTH OF A SIGN (WEIGHT LIMIT 7 TONS), 0.4 M BELOW THE LEVEL OF
 AJ6316'THE ROAD, AND 0.3 M
 AJ6316'WEST OF A WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AND
 AJ6316'ANCHORED, BUT THE
 AJ6316'ROD DEPTH IS UNKNOWN.  THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316' 
 AJ6316'
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1805 ***********************************************************************
 JU1805  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1805  DESIGNATION -  855 1910 TIDAL 1
 JU1805  PID         -  JU1805
 JU1805  STATE/COUNTY-  DE/NEW CASTLE
 JU1805  USGS QUAD   -  DELAWARE CITY (1993)
 JU1805
 JU1805                         *CURRENT SURVEY CONTROL
 JU1805  ___________________________________________________________________
 JU1805* NAD 83(1986)-  39 33 41.     (N)    075 33 57.     (W)     SCALED    
 JU1805* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 JU1805  ___________________________________________________________________
 JU1805  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU1805  DYNAMIC HT  -           1.280 (meters)       4.20  (feet)  COMP
 JU1805  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 JU1805
 JU1805  VERT ORDER  -  FIRST     CLASS I
 JU1805
 JU1805.The horizontal coordinates were scaled from a topographic map and have
 JU1805.an estimated accuracy of +/- 6 seconds.
 JU1805
 JU1805.The orthometric height was determined by differential leveling
 JU1805.and adjusted in June 1991.
 JU1805
 JU1805.This Tidal Bench Mark is designated as VM 380
 JU1805.by the Center for Operational Oceanographic Products and Services.
 JU1805
 JU1805.The geoid height was determined by GEOID03.
 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.      187,180.      MT  (+/- 180 meters Scaled)
 JU1805
 JU1805                          SUPERSEDED SURVEY CONTROL
 JU1805
 JU1805  NGVD 29 (??/??/??)    1.516  (m)            4.97   (f) ADJUSTED    1 1
 JU1805
 JU1805.Superseded values are not recommended for survey control.
 JU1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1805.See file dsdata.txt to determine how the superseded data were derived.
 JU1805
 JU1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ513792(NAD 83)
 JU1805_MARKER: DJ = TIDAL STATION DISK
 JU1805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1805_SP_SET: CONC BLOCK
 JU1805_STAMPING: NO 1 1956
 JU1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 JU1792
 JU1792                         *CURRENT SURVEY CONTROL
 JU1792  ___________________________________________________________________
 JU1792* NAD 83(1986)-  39 34 12.     (N)    075 35 22.     (W)     SCALED    
 JU1792* NAVD 88     -         4.574  (meters)      15.01   (feet)  ADJUSTED  
 JU1792  ___________________________________________________________________
 JU1792  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU1792  DYNAMIC HT  -           4.572 (meters)      15.00  (feet)  COMP
 JU1792  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 JU1792
 JU1792  VERT ORDER  -  FIRST     CLASS II
 JU1792
 JU1792.The horizontal coordinates were scaled from a topographic map and have
 JU1792.an estimated accuracy of +/- 6 seconds.
 JU1792
 JU1792.The orthometric height was determined by differential leveling
 JU1792.and adjusted in June 1991.
 JU1792
 JU1792.This Tidal Bench Mark is designated as VM 2981
 JU1792.by the Center for Operational Oceanographic Products and Services.
 JU1792
 JU1792.The geoid height was determined by GEOID03.
 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       -   174,300.      185,150.      MT  (+/- 180 meters Scaled)
 JU1792
 JU1792                          SUPERSEDED SURVEY CONTROL
 JU1792
 JU1792  NGVD 29 (01/10/92)    4.816  (m)           15.80   (f) ADJUSTED    1 2
 JU1792
 JU1792.Superseded values are not recommended for survey control.
 JU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1792.See file dsdata.txt to determine how the superseded data were derived.
 JU1792
 JU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ493801(NAD 83)
 JU1792_MARKER: DJ = TIDAL STATION DISK
 JU1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1792_SP_SET: BRIDGE ABUTMENT
 JU1792_STAMPING: NO 3 1956
 JU1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2181 ***********************************************************************
 JU2181  DESIGNATION -  855 1910 TIDAL 7
 JU2181  PID         -  JU2181
 JU2181  STATE/COUNTY-  DE/NEW CASTLE
 JU2181  USGS QUAD   -  DELAWARE CITY (1993)
 JU2181
 JU2181                         *CURRENT SURVEY CONTROL
 JU2181  ___________________________________________________________________
 JU2181* NAD 83(1986)-  39 33 33.     (N)    075 34 49.     (W)     SCALED    
 JU2181* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 JU2181  ___________________________________________________________________
 JU2181  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU2181  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 JU2181  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 JU2181
 JU2181  VERT ORDER  -  FIRST     CLASS II
 JU2181
 JU2181.The horizontal coordinates were scaled from a topographic map and have
 JU2181.an estimated accuracy of +/- 6 seconds.
 JU2181
 JU2181.The orthometric height was determined by differential leveling
 JU2181.and adjusted in June 1991.
 JU2181
 JU2181.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2181
 JU2181.No superseded survey control is available for this station.
 JU2181
 JU2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501789(NAD 83)
 JU2181_MARKER: DD = SURVEY DISK
 JU2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2181_STAMPING: NO 7 1958 RESET 1974
 JU2181_MARK LOGO: USE   
 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       USE
 JU2181  HISTORY     - 1979     GOOD             NGS
 JU2181  HISTORY     - 19950328 GOOD             NJGS
 JU2181  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1794 ***********************************************************************
 JU1794  DESIGNATION -  855 1910 TIDAL 8 RESET
 JU1794  PID         -  JU1794
 JU1794  STATE/COUNTY-  DE/NEW CASTLE
 JU1794  USGS QUAD   -  DELAWARE CITY (1993)
 JU1794
 JU1794                         *CURRENT SURVEY CONTROL
 JU1794  ___________________________________________________________________
 JU1794* NAD 83(1986)-  39 33 54.     (N)    075 35 07.     (W)     SCALED    
 JU1794* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 JU1794  ___________________________________________________________________
 JU1794  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU1794  DYNAMIC HT  -           1.928 (meters)       6.33  (feet)  COMP
 JU1794  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 JU1794
 JU1794  VERT ORDER  -  FIRST     CLASS II
 JU1794
 JU1794.The horizontal coordinates were scaled from a topographic map and have
 JU1794.an estimated accuracy of +/- 6 seconds.
 JU1794
 JU1794.The orthometric height was determined by differential leveling
 JU1794.and adjusted in June 1991.
 JU1794
 JU1794.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1794
 JU1794  NGVD 29 (01/10/92)    2.170  (m)            7.12   (f) ADJUSTED    1 2
 JU1794
 JU1794.Superseded values are not recommended for survey control.
 JU1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1794.See file dsdata.txt to determine how the superseded data were derived.
 JU1794
 JU1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ497796(NAD 83)
 JU1794_MARKER: DJ = TIDAL STATION DISK
 JU1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1794_STAMPING: NO 8 RESET 1958 1960
 JU1794_MARK LOGO: CGS   
 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 = MARCH  2, 2009
 JU2186 ***********************************************************************
 JU2186  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2186  DESIGNATION -  855 1910 TIDAL RP 3
 JU2186  PID         -  JU2186
 JU2186  STATE/COUNTY-  DE/NEW CASTLE
 JU2186  USGS QUAD   -  DELAWARE CITY (1993)
 JU2186
 JU2186                         *CURRENT SURVEY CONTROL
 JU2186  ___________________________________________________________________
 JU2186* NAD 83(1986)-  39 33 21.1    (N)    075 34 55.6    (W)     HD_HELD2  
 JU2186* NAVD 88     -         0.969  (meters)       3.18   (feet)  ADJUSTED  
 JU2186  ___________________________________________________________________
 JU2186  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2186  DYNAMIC HT  -           0.969 (meters)       3.18  (feet)  COMP
 JU2186  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 JU2186
 JU2186  VERT ORDER  -  FIRST     CLASS II
 JU2186
 JU2186.The horizontal coordinates were established by autonomous hand held GPS
 JU2186.observations and have an estimated accuracy of +/- 10 meters.
 JU2186
 JU2186.The orthometric height was determined by differential leveling
 JU2186.and adjusted in June 1991.
 JU2186
 JU2186.This Tidal Bench Mark is designated as VM 385
 JU2186.by the Center for Operational Oceanographic Products and Services.
 JU2186
 JU2186.The geoid height was determined by GEOID03.
 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.      185,781.      MT  (+/- 10 meters HH2 GPS)
 JU2186
 JU2186                          SUPERSEDED SURVEY CONTROL
 JU2186
 JU2186.No superseded survey control is available for this station.
 JU2186
 JU2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4999178626(NAD 83)
 JU2186_MARKER: DJ = TIDAL STATION DISK
 JU2186_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2186_SP_SET: CULVERT WINGWALL
 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 - June 15, 2005
 JU2186
 JU2186  HISTORY     - Date     Condition        Report By
 JU2186  HISTORY     - 1975     MONUMENTED       NOS
 JU2186  HISTORY     - 1979     GOOD             NGS
 JU2186  HISTORY     - 19950328 GOOD             NJGS
 JU2186  HISTORY     - 20010919 GOOD             NGS
 JU2186  HISTORY     - 20030309 GOOD             USPSQD
 JU2186  HISTORY     - 20050615 GOOD             GEOCAC
 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 (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,
 JU2186'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 1.2 KM NORTHERLY
 JU2186'ALONG REEDY
 JU2186'POINT ROAD, IN TOP OF AND 1.1 M NORTH OF THE SOUTH END OF CONCRETE
 JU2186'WINGWALL OF A
 JU2186'CULVERT UNDER A DRIVEWAY, 49.0 M WEST OF THE WEST EDGE OF THE 1ST
 JU2186'HIGHWAY BRIDGE PIER
 JU2186'SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL, 5.7 M EAST OF THE CENTER
 JU2186'OF A ROAD (OLD
 JU2186'STATE HIGHWAY 9), 4.4 M SOUTH OF THE CENTER OF THE DRIVEWAY, AND 0.2 M
 JU2186'ABOVE THE LEVEL OF
 JU2186'THE HIGHWAY.   NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 JU2186' 
 JU2186' 
 JU2186' 
 JU2186' 
 JU2186' 
 JU2186'
 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'HANDHELD COORDINATES ARE N39-33-21.18 W075-34-55.68.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 JU2185
 JU2185                         *CURRENT SURVEY CONTROL
 JU2185  ___________________________________________________________________
 JU2185* NAD 83(1986)-  39 33 02.9    (N)    075 34 49.5    (W)     HD_HELD2  
 JU2185* NAVD 88     -         1.418  (meters)       4.65   (feet)  ADJUSTED  
 JU2185  ___________________________________________________________________
 JU2185  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU2185  DYNAMIC HT  -           1.417 (meters)       4.65  (feet)  COMP
 JU2185  MODELED GRAV-     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
 JU2185.and adjusted in June 1991.
 JU2185
 JU2185.This Tidal Bench Mark is designated as VM 386
 JU2185.by the Center for Operational Oceanographic Products and Services.
 JU2185
 JU2185.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2185
 JU2185.No superseded survey control is available for this station.
 JU2185
 JU2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5013378064(NAD 83)
 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 - June 15, 2005
 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
 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,
 JU2185'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 0.6 KM NORTHERLY
 JU2185'ALONG REEDY
 JU2185'POINT ROAD, IN TOP OF AND 0.3 M EAST OF THE WEST END OF A CONCRETE
 JU2185'HEADWALL OF A
 JU2185'CULVERT UNDER A DRIVEWAY, 11.9 M SOUTHWEST OF A UTILITY POLE WITH A
 JU2185'METER ATTACHED,
 JU2185'6.7 M SOUTH OF THE UTILITY POLE WITH A GUY CABLE, 6.3 M WEST OF THE
 JU2185'ROAD CENTER, AND 0.3 M
 JU2185'ABOVE THE LEVEL OF THE ROAD.   NOTE--THE MARK IS ON THE ROAD
 JU2185'RIGHT-OF-WAY.
 JU2185' 
 JU2185' 
 JU2185' 
 JU2185' 
 JU2185'
 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'HANDHELD COORDINATES ARE N39-33-02.94 W075-34-49.50.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1815 ***********************************************************************
 JU1815  DESIGNATION -  855 2249 TIDAL 1
 JU1815  PID         -  JU1815
 JU1815  STATE/COUNTY-  DE/NEW CASTLE
 JU1815  USGS QUAD   -  DELAWARE CITY (1993)
 JU1815
 JU1815                         *CURRENT SURVEY CONTROL
 JU1815  ___________________________________________________________________
 JU1815* NAD 83(1986)-  39 30 59.     (N)    075 34 37.     (W)     SCALED    
 JU1815* NAVD 88     -         1.444  (meters)       4.74   (feet)  ADJUSTED  
 JU1815  ___________________________________________________________________
 JU1815  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1815  DYNAMIC HT  -           1.443 (meters)       4.73  (feet)  COMP
 JU1815  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 JU1815
 JU1815  VERT ORDER  -  FIRST     CLASS I
 JU1815
 JU1815.The horizontal coordinates were scaled from a topographic map and have
 JU1815.an estimated accuracy of +/- 6 seconds.
 JU1815
 JU1815.The orthometric height was determined by differential leveling
 JU1815.and adjusted in June 1991.
 JU1815.WARNING-Repeat measurements at this control monument indicate possible
 JU1815.vertical movement.
 JU1815
 JU1815.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1815
 JU1815  NGVD 29 (??/??/??)    1.681  (m)            5.52   (f) ADJUSTED    1 1
 JU1815
 JU1815.Superseded values are not recommended for survey control.
 JU1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1815.See file dsdata.txt to determine how the superseded data were derived.
 JU1815
 JU1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1815_MARKER: DJ = TIDAL STATION DISK
 JU1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1815_SP_SET: FOOTING
 JU1815_STAMPING: 1 1953
 JU1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1811 ***********************************************************************
 JU1811  DESIGNATION -  855 2249 TIDAL 2
 JU1811  PID         -  JU1811
 JU1811  STATE/COUNTY-  DE/NEW CASTLE
 JU1811  USGS QUAD   -  DELAWARE CITY (1993)
 JU1811
 JU1811                         *CURRENT SURVEY CONTROL
 JU1811  ___________________________________________________________________
 JU1811* NAD 83(1986)-  39 31 00.     (N)    075 34 36.     (W)     SCALED    
 JU1811* NAVD 88     -         2.575  (meters)       8.45   (feet)  ADJUSTED  
 JU1811  ___________________________________________________________________
 JU1811  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1811  DYNAMIC HT  -           2.574 (meters)       8.44  (feet)  COMP
 JU1811  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 JU1811
 JU1811  VERT ORDER  -  FIRST     CLASS I
 JU1811
 JU1811.The horizontal coordinates were scaled from a topographic map and have
 JU1811.an estimated accuracy of +/- 6 seconds.
 JU1811
 JU1811.The orthometric height was determined by differential leveling
 JU1811.and adjusted in June 1991.
 JU1811.WARNING-Repeat measurements at this control monument indicate possible
 JU1811.vertical movement.
 JU1811
 JU1811.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1811
 JU1811  NGVD 29 (01/10/92)    2.814  (m)            9.23   (f) ADJUSTED    1 1
 JU1811
 JU1811.Superseded values are not recommended for survey control.
 JU1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1811.See file dsdata.txt to determine how the superseded data were derived.
 JU1811
 JU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1811_MARKER: DJ = TIDAL STATION DISK
 JU1811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1811_SP_SET: CONC CURBING
 JU1811_STAMPING: 2 1953
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1813 ***********************************************************************
 JU1813  DESIGNATION -  855 2249 TIDAL 3
 JU1813  PID         -  JU1813
 JU1813  STATE/COUNTY-  DE/NEW CASTLE
 JU1813  USGS QUAD   -  DELAWARE CITY (1993)
 JU1813
 JU1813                         *CURRENT SURVEY CONTROL
 JU1813  ___________________________________________________________________
 JU1813* NAD 83(1986)-  39 31 00.     (N)    075 34 36.     (W)     SCALED    
 JU1813* NAVD 88     -         2.797  (meters)       9.18   (feet)  ADJUSTED  
 JU1813  ___________________________________________________________________
 JU1813  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1813  DYNAMIC HT  -           2.796 (meters)       9.17  (feet)  COMP
 JU1813  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 JU1813
 JU1813  VERT ORDER  -  FIRST     CLASS I
 JU1813
 JU1813.The horizontal coordinates were scaled from a topographic map and have
 JU1813.an estimated accuracy of +/- 6 seconds.
 JU1813
 JU1813.The orthometric height was determined by differential leveling
 JU1813.and adjusted in June 1991.
 JU1813.WARNING-Repeat measurements at this control monument indicate possible
 JU1813.vertical movement.
 JU1813
 JU1813.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1813
 JU1813  NGVD 29 (01/10/92)    3.031  (m)            9.94   (f) ADJUSTED    1 1
 JU1813
 JU1813.Superseded values are not recommended for survey control.
 JU1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1813.See file dsdata.txt to determine how the superseded data were derived.
 JU1813
 JU1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1813_MARKER: DJ = TIDAL STATION DISK
 JU1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1813_SP_SET: STEPS
 JU1813_STAMPING: 3 1953
 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 = MARCH  2, 2009
 JU1816 ***********************************************************************
 JU1816  DESIGNATION -  855 2249 TIDAL 4
 JU1816  PID         -  JU1816
 JU1816  STATE/COUNTY-  DE/NEW CASTLE
 JU1816  USGS QUAD   -  DELAWARE CITY (1993)
 JU1816
 JU1816                         *CURRENT SURVEY CONTROL
 JU1816  ___________________________________________________________________
 JU1816* NAD 83(1986)-  39 31 00.     (N)    075 34 36.     (W)     SCALED    
 JU1816* NAVD 88     -         2.68   (+/-2cm)       8.8    (feet)  VERTCON   
 JU1816  ___________________________________________________________________
 JU1816  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1816  VERT ORDER  -  ? (See Below)
 JU1816
 JU1816.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU1816
 JU1816.The geoid height was determined by GEOID03.
 JU1816
 JU1816;                    North         East    Units  Estimated Accuracy
 JU1816;SPC DE       -   168,380.      186,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1816.See file dsdata.txt to determine how the superseded data were derived.
 JU1816
 JU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1816_MARKER: DJ = TIDAL STATION DISK
 JU1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1816_SP_SET: CONC BLOCK
 JU1816_STAMPING: 4 1953
 JU1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1812 ***********************************************************************
 JU1812  DESIGNATION -  855 2249 TIDAL 5
 JU1812  PID         -  JU1812
 JU1812  STATE/COUNTY-  DE/NEW CASTLE
 JU1812  USGS QUAD   -  DELAWARE CITY (1993)
 JU1812
 JU1812                         *CURRENT SURVEY CONTROL
 JU1812  ___________________________________________________________________
 JU1812* NAD 83(1986)-  39 30 58.2    (N)    075 34 37.0    (W)     HD_HELD2  
 JU1812* NAVD 88     -         3.056  (meters)      10.03   (feet)  ADJUSTED  
 JU1812  ___________________________________________________________________
 JU1812  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1812  DYNAMIC HT  -           3.055 (meters)      10.02  (feet)  COMP
 JU1812  MODELED GRAV-     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
 JU1812.and adjusted in June 1991.
 JU1812.WARNING-Repeat measurements at this control monument indicate possible
 JU1812.vertical movement.
 JU1812
 JU1812.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1812
 JU1812  NGVD 29 (01/10/92)    3.302  (m)           10.83   (f) ADJUSTED    1 1
 JU1812
 JU1812.Superseded values are not recommended for survey control.
 JU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1812.See file dsdata.txt to determine how the superseded data were derived.
 JU1812
 JU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5040674218(NAD 83)
 JU1812_MARKER: DJ = TIDAL STATION DISK
 JU1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1812_SP_SET: SIDEWALK
 JU1812_STAMPING: 5 1953
 JU1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1812+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 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
 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'HANDHELD COORDINATES ARE N39-30-58.20 W075-34-37.02.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1019 ***********************************************************************
 JU1019  DESIGNATION -  855 3481 TIDAL 2
 JU1019  PID         -  JU1019
 JU1019  STATE/COUNTY-  DE/KENT
 JU1019  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1019
 JU1019                         *CURRENT SURVEY CONTROL
 JU1019  ___________________________________________________________________
 JU1019* NAD 83(1986)-  39 19 57.     (N)    075 28 26.     (W)     SCALED    
 JU1019* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 JU1019  ___________________________________________________________________
 JU1019  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU1019  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 JU1019  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 JU1019
 JU1019  VERT ORDER  -  FIRST     CLASS I
 JU1019
 JU1019.The horizontal coordinates were scaled from a topographic map and have
 JU1019.an estimated accuracy of +/- 6 seconds.
 JU1019
 JU1019.The orthometric height was determined by differential leveling
 JU1019.and adjusted in June 1991.
 JU1019
 JU1019.The geoid height was determined by GEOID03.
 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       -   147,920.      195,070.      MT  (+/- 180 meters Scaled)
 JU1019
 JU1019                          SUPERSEDED SURVEY CONTROL
 JU1019
 JU1019  NGVD 29 (??/??/??)    2.335  (m)            7.66   (f) ADJUSTED    1 1
 JU1019
 JU1019.Superseded values are not recommended for survey control.
 JU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1019.See file dsdata.txt to determine how the superseded data were derived.
 JU1019
 JU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ591537(NAD 83)
 JU1019_MARKER: DJ = TIDAL STATION 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 = MARCH  2, 2009
 AS5703 ***********************************************************************
 AS5703  DESIGNATION -  855 5388 A TIDAL
 AS5703  PID         -  AS5703
 AS5703  STATE/COUNTY-  DE/KENT
 AS5703  USGS QUAD   -  FREDERICA (1993)
 AS5703
 AS5703                         *CURRENT SURVEY CONTROL
 AS5703  ___________________________________________________________________
 AS5703* NAD 83(2007)-  39 03 30.72603(N)    075 23 51.67336(W)     ADJUSTED  
 AS5703* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 AS5703  ___________________________________________________________________
 AS5703  EPOCH DATE  -        2002.00
 AS5703  X           -   1,250,258.388 (meters)                     COMP
 AS5703  Y           -  -4,799,021.661 (meters)                     COMP
 AS5703  Z           -   3,997,343.878 (meters)                     COMP
 AS5703  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AS5703  ELLIP HEIGHT-         -33.647 (meters)          (02/10/07) ADJUSTED
 AS5703  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AS5703
 AS5703  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AS5703  Type    PID    Designation                      North   East  Ellip
 AS5703  -------------------------------------------------------------------
 AS5703  NETWORK AS5703 855 5388 A TIDAL                  1.12   0.78   1.78
 AS5703  -------------------------------------------------------------------
 AS5703
 AS5703.The horizontal coordinates were established by GPS observations
 AS5703.and adjusted by the National Geodetic Survey in February 2007.
 AS5703
 AS5703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AS5703.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AS5703.The horizontal coordinates are valid at the epoch date displayed above.
 AS5703.The epoch date for horizontal control is a decimal equivalence
 AS5703.of Year/Month/Day.
 AS5703
 AS5703.The orthometric height was determined by GPS observations and a
 AS5703.high-resolution geoid model.
 AS5703
 AS5703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5703
 AS5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS5703
 AS5703.The ellipsoidal height was determined by GPS observations
 AS5703.and is referenced to NAD 83.
 AS5703
 AS5703.The geoid height was determined by GEOID03.
 AS5703
 AS5703;                    North         East     Units Scale Factor Converg.
 AS5703;SPC DE       -   117,503.874   201,642.773   MT  0.99999503   +0 00 43.1
 AS5703;SPC DE       -   385,510.63    661,556.33   sFT  0.99999503   +0 00 43.1
 AS5703;UTM  18      - 4,323,347.553   465,591.916   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                          SUPERSEDED SURVEY CONTROL
 AS5703
 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
 AS5703.Superseded values are not recommended for survey control.
 AS5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5703.See file dsdata.txt to determine how the superseded data were derived.
 AS5703
 AS5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6559223348(NAD 83)
 AS5703_MARKER: DD = SURVEY DISK
 AS5703_SETTING: 0 = UNSPECIFIED SETTING
 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 - June 06, 2001
 AS5703
 AS5703  HISTORY     - Date     Condition        Report By
 AS5703  HISTORY     - 1983     MONUMENTED       NOS
 AS5703  HISTORY     - 20010606 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6431 ***********************************************************************
 DK6431  DESIGNATION -  855 7380 F TIDAL
 DK6431  PID         -  DK6431
 DK6431  STATE/COUNTY-  DE/SUSSEX
 DK6431  USGS QUAD   -  CAPE HENLOPEN (1991)
 DK6431
 DK6431                         *CURRENT SURVEY CONTROL
 DK6431  ___________________________________________________________________
 DK6431* NAD 83(1986)-  38 46 48.     (N)    075 07 25.     (W)     SCALED    
 DK6431* NAVD 88     -         1.082  (meters)       3.55   (feet)  ADJUSTED  
 DK6431  ___________________________________________________________________
 DK6431  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DK6431  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 DK6431  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 DK6431
 DK6431  VERT ORDER  -  SECOND    CLASS II
 DK6431
 DK6431.The horizontal coordinates were scaled from a topographic map and have
 DK6431.an estimated accuracy of +/- 6 seconds.
 DK6431
 DK6431.The orthometric height was determined by differential leveling
 DK6431.and adjusted in September 2008.
 DK6431.No vertical observational check was made to the station.
 DK6431
 DK6431.The geoid height was determined by GEOID03.
 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       -    86,620.      225,470.      MT  (+/- 180 meters Scaled)
 DK6431
 DK6431                          SUPERSEDED SURVEY CONTROL
 DK6431
 DK6431.No superseded survey control is available for this station.
 DK6431
 DK6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH892923(NAD 83)
 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 - July 09, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6430 ***********************************************************************
 DK6430  DESIGNATION -  855 7380 G TIDAL
 DK6430  PID         -  DK6430
 DK6430  STATE/COUNTY-  DE/SUSSEX
 DK6430  USGS QUAD   -  LEWES (1991)
 DK6430
 DK6430                         *CURRENT SURVEY CONTROL
 DK6430  ___________________________________________________________________
 DK6430* NAD 83(1986)-  38 46 49.     (N)    075 07 31.     (W)     SCALED    
 DK6430* NAVD 88     -         1.214  (meters)       3.98   (feet)  ADJUSTED  
 DK6430  ___________________________________________________________________
 DK6430  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DK6430  DYNAMIC HT  -           1.214 (meters)       3.98  (feet)  COMP
 DK6430  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 DK6430
 DK6430  VERT ORDER  -  SECOND    CLASS II
 DK6430
 DK6430.The horizontal coordinates were scaled from a topographic map and have
 DK6430.an estimated accuracy of +/- 6 seconds.
 DK6430
 DK6430.The orthometric height was determined by differential leveling
 DK6430.and adjusted in September 2008.
 DK6430.No vertical observational check was made to the station.
 DK6430
 DK6430.The geoid height was determined by GEOID03.
 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       -    86,650.      225,320.      MT  (+/- 180 meters Scaled)
 DK6430
 DK6430                          SUPERSEDED SURVEY CONTROL
 DK6430
 DK6430.No superseded survey control is available for this station.
 DK6430
 DK6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH891924(NAD 83)
 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 - July 09, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ8038 ***********************************************************************
 AJ8038  FBN         -  This is a Federal Base Network Control Station.
 AJ8038  DESIGNATION -  855 7380 NO 20 TIDAL
 AJ8038  PID         -  AJ8038
 AJ8038  STATE/COUNTY-  DE/SUSSEX
 AJ8038  USGS QUAD   -  CAPE HENLOPEN (1991)
 AJ8038
 AJ8038                         *CURRENT SURVEY CONTROL
 AJ8038  ___________________________________________________________________
 AJ8038* NAD 83(2007)-  38 46 56.34860(N)    075 07 09.47780(W)     ADJUSTED  
 AJ8038* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AJ8038  ___________________________________________________________________
 AJ8038  EPOCH DATE  -        2002.00
 AJ8038  X           -   1,278,508.186 (meters)                     COMP
 AJ8038  Y           -  -4,811,508.683 (meters)                     COMP
 AJ8038  Z           -   3,973,487.236 (meters)                     COMP
 AJ8038  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AJ8038  ELLIP HEIGHT-         -33.239 (meters)          (02/10/07) ADJUSTED
 AJ8038  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 AJ8038
 AJ8038  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8038  Type    PID    Designation                      North   East  Ellip
 AJ8038  -------------------------------------------------------------------
 AJ8038  NETWORK AJ8038 855 7380 NO 20 TIDAL              0.43   0.39   0.94
 AJ8038  -------------------------------------------------------------------
 AJ8038
 AJ8038.The horizontal coordinates were established by GPS observations
 AJ8038.and adjusted by the National Geodetic Survey in February 2007.
 AJ8038
 AJ8038.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8038.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8038.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8038.The epoch date for horizontal control is a decimal equivalence
 AJ8038.of Year/Month/Day.
 AJ8038
 AJ8038.The orthometric height was determined by GPS observations and a
 AJ8038.high-resolution geoid model.
 AJ8038
 AJ8038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8038
 AJ8038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8038
 AJ8038.The ellipsoidal height was determined by GPS observations
 AJ8038.and is referenced to NAD 83.
 AJ8038
 AJ8038.The geoid height was determined by GEOID03.
 AJ8038
 AJ8038;                    North         East     Units Scale Factor Converg.
 AJ8038;SPC DE       -    86,882.027   225,838.498   MT  1.00000322   +0 11 10.5
 AJ8038;SPC DE       -   285,045.45    740,938.47   sFT  1.00000322   +0 11 10.5
 AJ8038;UTM  18      - 4,292,627.503   489,638.077   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  =   0.99960653
 AJ8038
 AJ8038                          SUPERSEDED SURVEY CONTROL
 AJ8038
 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
 AJ8038.Superseded values are not recommended for survey control.
 AJ8038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8038.See file dsdata.txt to determine how the superseded data were derived.
 AJ8038
 AJ8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8963892628(NAD 83)
 AJ8038_MARKER: DJ = TIDAL STATION DISK
 AJ8038_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AJ8038_SP_SET: CONCRETE FOUNDATION OF A BOLLARD
 AJ8038_STAMPING: NO 20 1975
 AJ8038_MARK LOGO: NOS   
 AJ8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ8038+STABILITY: POSITION/ELEVATION WELL
 AJ8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8038+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AJ8038
 AJ8038  HISTORY     - Date     Condition        Report By
 AJ8038  HISTORY     - 1975     MONUMENTED       NOS
 AJ8038  HISTORY     - 20000110 GOOD             NGS
 AJ8038  HISTORY     - 20050222 GOOD             DEDT
 AJ8038
 AJ8038                          STATION DESCRIPTION
 AJ8038
 AJ8038'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AJ8038'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 AJ8038'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.  TO REACH THE
 AJ8038'STATION FROM THE TOLL BOOTH OF THE CAPE MAY-LEWES FERRY TERMINAL,
 AJ8038'LOCATED ON STATE HIGHWAY 9 (HENLOPEN ROAD) LOCATED ABOUT 1.6 KM (1.00
 AJ8038'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.  THE STATION IS AN NOS
 AJ8038'PRIMARY BENCH MARK DISK SET FLUSH IN A DRILL HOLE ON THE NORTHEAST
 AJ8038'SIDE OF THE CONCRETE FOUNDATION OF A METAL BOLLARD.  LOCATED 14.85 M
 AJ8038'(48.72 FT) NORTH-NORTHEAST OF THE EAST GATE POST OF A CHAIN LINK
 AJ8038'FENCE, 10.67 M (35.01 FT) NORTHWEST AND ACROSS THE CHAIN LINK FENCE
 AJ8038'FROM THE TERMINALS FLAG POLE, 3.44 M (11.29 FT) EAST OF THE EAST SIDE
 AJ8038'OF THE CONCRETE WALL OF DOCK 2 AND 2.28 M (7.48 FT) NORTH OF THE
 AJ8038'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0088 ***********************************************************************
 HU0088  DESIGNATION -  855 7380 TIDAL 1
 HU0088  PID         -  HU0088
 HU0088  STATE/COUNTY-  DE/SUSSEX
 HU0088  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0088
 HU0088                         *CURRENT SURVEY CONTROL
 HU0088  ___________________________________________________________________
 HU0088* NAD 83(1986)-  38 46 52.     (N)    075 07 12.     (W)     SCALED    
 HU0088* NAVD 88     -         2.399  (meters)       7.87   (feet)  ADJUSTED  
 HU0088  ___________________________________________________________________
 HU0088  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0088  DYNAMIC HT  -           2.397 (meters)       7.86  (feet)  COMP
 HU0088  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 HU0088
 HU0088  VERT ORDER  -  FIRST     CLASS II
 HU0088
 HU0088.The horizontal coordinates were scaled from a topographic map and have
 HU0088.an estimated accuracy of +/- 6 seconds.
 HU0088
 HU0088.The orthometric height was determined by differential leveling
 HU0088.and adjusted in June 1991.
 HU0088
 HU0088.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0088
 HU0088  NGVD 29 (??/??/??)    2.632  (m)            8.64   (f) ADJUSTED    1 2
 HU0088
 HU0088.Superseded values are not recommended for survey control.
 HU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0088.See file dsdata.txt to determine how the superseded data were derived.
 HU0088
 HU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH895924(NAD 83)
 HU0088_MARKER: DJ = TIDAL STATION DISK
 HU0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0088_SP_SET: SIGNAL TOWER BASE
 HU0088_STAMPING: 1 1948
 HU0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0084 ***********************************************************************
 HU0084  DESIGNATION -  855 7380 TIDAL 30
 HU0084  PID         -  HU0084
 HU0084  STATE/COUNTY-  DE/SUSSEX
 HU0084  USGS QUAD   -  LEWES (1991)
 HU0084
 HU0084                         *CURRENT SURVEY CONTROL
 HU0084  ___________________________________________________________________
 HU0084* NAD 83(1986)-  38 46 29.     (N)    075 08 17.     (W)     SCALED    
 HU0084* NAVD 88     -         5.075  (meters)      16.65   (feet)  ADJUSTED  
 HU0084  ___________________________________________________________________
 HU0084  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0084  DYNAMIC HT  -           5.072 (meters)      16.64  (feet)  COMP
 HU0084  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 HU0084
 HU0084  VERT ORDER  -  FIRST     CLASS II
 HU0084
 HU0084.The horizontal coordinates were scaled from a topographic map and have
 HU0084.an estimated accuracy of +/- 6 seconds.
 HU0084
 HU0084.The orthometric height was determined by differential leveling
 HU0084.and adjusted in July 2002.
 HU0084
 HU0084.The geoid height was determined by GEOID03.
 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       -    86,030.      224,210.      MT  (+/- 180 meters Scaled)
 HU0084
 HU0084                          SUPERSEDED SURVEY CONTROL
 HU0084
 HU0084  NAVD 88 (06/15/91)    5.071  (m)           16.64   (f) UNKNOWN     1 2
 HU0084  NGVD 29 (??/??/??)    5.307  (m)           17.41   (f) ADJUSTED    1 2
 HU0084
 HU0084.Superseded values are not recommended for survey control.
 HU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0084.See file dsdata.txt to determine how the superseded data were derived.
 HU0084
 HU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH880917(NAD 83)
 HU0084_MARKER: DJ = TIDAL STATION 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 - February 18, 2001
 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
 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'COORDINATES (CONUSUMER-GRADE GPS RECEIVER) ARE -
 HU0084'N 38 46 33.06, W 75 08 20.52
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1204 ***********************************************************************
 HU1204  DESIGNATION -  855 7380 TIDAL 32
 HU1204  PID         -  HU1204
 HU1204  STATE/COUNTY-  DE/SUSSEX
 HU1204  USGS QUAD   -  LEWES (1991)
 HU1204
 HU1204                         *CURRENT SURVEY CONTROL
 HU1204  ___________________________________________________________________
 HU1204* NAD 83(1986)-  38 46 33.     (N)    075 08 13.     (W)     SCALED    
 HU1204* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 HU1204  ___________________________________________________________________
 HU1204  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1204  VERT ORDER  -  THIRD (See Below)
 HU1204
 HU1204.The horizontal coordinates were scaled from a topographic map and have
 HU1204.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1204
 HU1204.The geoid height was determined by GEOID03.
 HU1204
 HU1204;                    North         East    Units  Estimated Accuracy
 HU1204;SPC DE       -    86,160.      224,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1204.See file dsdata.txt to determine how the superseded data were derived.
 HU1204
 HU1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH881919(NAD 83)
 HU1204_MARKER: DJ = TIDAL STATION 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 - September 14, 2007
 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
 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'COORDINATES (CONUSUMER-GRADE GPS RECEIVER) ARE -
 HU1204'N 38 46 31.44, W 75 08 15.90
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0094
 HU0094                         *CURRENT SURVEY CONTROL
 HU0094  ___________________________________________________________________
 HU0094* NAD 83(1986)-  38 47 11.     (N)    075 06 05.     (W)     SCALED    
 HU0094* NAVD 88     -         3.001  (meters)       9.85   (feet)  ADJUSTED  
 HU0094  ___________________________________________________________________
 HU0094  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0094  DYNAMIC HT  -           3.000 (meters)       9.84  (feet)  COMP
 HU0094  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 HU0094
 HU0094  VERT ORDER  -  FIRST     CLASS II
 HU0094
 HU0094.The horizontal coordinates were scaled from a topographic map and have
 HU0094.an estimated accuracy of +/- 6 seconds.
 HU0094
 HU0094.The orthometric height was determined by differential leveling
 HU0094.and adjusted in June 1991.
 HU0094
 HU0094.This Tidal Bench Mark is designated as VM 393
 HU0094.by the Center for Operational Oceanographic Products and Services.
 HU0094
 HU0094.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0094
 HU0094  NGVD 29 (??/??/??)    3.232  (m)           10.60   (f) ADJUSTED    1 2
 HU0094
 HU0094.Superseded values are not recommended for survey control.
 HU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0094.See file dsdata.txt to determine how the superseded data were derived.
 HU0094
 HU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0094_MARKER: DJ = TIDAL STATION DISK
 HU0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0094_SP_SET: FOUNDATION
 HU0094_STAMPING: 36 1947
 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 = MARCH  2, 2009
 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  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0087
 HU0087                         *CURRENT SURVEY CONTROL
 HU0087  ___________________________________________________________________
 HU0087* NAD 83(1986)-  38 46 52.     (N)    075 07 11.     (W)     SCALED    
 HU0087* NAVD 88     -         2.450  (meters)       8.04   (feet)  ADJUSTED  
 HU0087  ___________________________________________________________________
 HU0087  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0087  DYNAMIC HT  -           2.449 (meters)       8.03  (feet)  COMP
 HU0087  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 HU0087
 HU0087  VERT ORDER  -  FIRST     CLASS II
 HU0087
 HU0087.The horizontal coordinates were scaled from a topographic map and have
 HU0087.an estimated accuracy of +/- 6 seconds.
 HU0087
 HU0087.The orthometric height was determined by differential leveling
 HU0087.and adjusted in June 1991.
 HU0087
 HU0087.This Tidal Bench Mark is designated as VM 399
 HU0087.by the Center for Operational Oceanographic Products and Services.
 HU0087
 HU0087.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0087
 HU0087  NGVD 29 (??/??/??)    2.683  (m)            8.80   (f) ADJUSTED    1 2
 HU0087
 HU0087.Superseded values are not recommended for survey control.
 HU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0087.See file dsdata.txt to determine how the superseded data were derived.
 HU0087
 HU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH896924(NAD 83)
 HU0087_MARKER: DJ = TIDAL STATION 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 = MARCH  2, 2009
 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  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0089
 HU0089                         *CURRENT SURVEY CONTROL
 HU0089  ___________________________________________________________________
 HU0089* NAD 83(1986)-  38 46 55.     (N)    075 06 52.     (W)     SCALED    
 HU0089* NAVD 88     -         1.287  (meters)       4.22   (feet)  ADJUSTED  
 HU0089  ___________________________________________________________________
 HU0089  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0089  DYNAMIC HT  -           1.286 (meters)       4.22  (feet)  COMP
 HU0089  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 HU0089
 HU0089  VERT ORDER  -  FIRST     CLASS II
 HU0089
 HU0089.The horizontal coordinates were scaled from a topographic map and have
 HU0089.an estimated accuracy of +/- 6 seconds.
 HU0089
 HU0089.The orthometric height was determined by differential leveling
 HU0089.and adjusted in June 1991.
 HU0089
 HU0089.This Tidal Bench Mark is designated as VM 392
 HU0089.by the Center for Operational Oceanographic Products and Services.
 HU0089
 HU0089.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0089
 HU0089  NGVD 29 (??/??/??)    1.520  (m)            4.99   (f) ADJUSTED    1 2
 HU0089
 HU0089.Superseded values are not recommended for survey control.
 HU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0089.See file dsdata.txt to determine how the superseded data were derived.
 HU0089
 HU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH900925(NAD 83)
 HU0089_MARKER: DJ = TIDAL STATION DISK
 HU0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0089_SP_SET: CONCRETE BLOCK
 HU0089_STAMPING: NO 39 1947
 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 = MARCH  2, 2009
 HU0093 ***********************************************************************
 HU0093  DESIGNATION -  855 7380 TIDAL 40
 HU0093  PID         -  HU0093
 HU0093  STATE/COUNTY-  DE/SUSSEX
 HU0093  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0093
 HU0093                         *CURRENT SURVEY CONTROL
 HU0093  ___________________________________________________________________
 HU0093* NAD 83(1986)-  38 47 11.     (N)    075 06 05.     (W)     SCALED    
 HU0093* NAVD 88     -         2.940  (meters)       9.65   (feet)  ADJUSTED  
 HU0093  ___________________________________________________________________
 HU0093  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0093  DYNAMIC HT  -           2.938 (meters)       9.64  (feet)  COMP
 HU0093  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 HU0093
 HU0093  VERT ORDER  -  FIRST     CLASS II
 HU0093
 HU0093.The horizontal coordinates were scaled from a topographic map and have
 HU0093.an estimated accuracy of +/- 6 seconds.
 HU0093
 HU0093.The orthometric height was determined by differential leveling
 HU0093.and adjusted in July 2002.
 HU0093
 HU0093.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0093
 HU0093  NAVD 88 (06/15/91)    2.951  (m)            9.68   (f) UNKNOWN     1 2
 HU0093  NGVD 29 (??/??/??)    3.183  (m)           10.44   (f) ADJUSTED    1 2
 HU0093
 HU0093.Superseded values are not recommended for survey control.
 HU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0093.See file dsdata.txt to determine how the superseded data were derived.
 HU0093
 HU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0093_MARKER: DJ = TIDAL STATION 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0092 ***********************************************************************
 HU0092  DESIGNATION -  855 7380 TIDAL 41
 HU0092  PID         -  HU0092
 HU0092  STATE/COUNTY-  DE/SUSSEX
 HU0092  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0092
 HU0092                         *CURRENT SURVEY CONTROL
 HU0092  ___________________________________________________________________
 HU0092* NAD 83(1986)-  38 47 12.     (N)    075 06 06.     (W)     SCALED    
 HU0092* NAVD 88     -         3.958  (meters)      12.99   (feet)  ADJUSTED  
 HU0092  ___________________________________________________________________
 HU0092  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0092  DYNAMIC HT  -           3.956 (meters)      12.98  (feet)  COMP
 HU0092  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 HU0092
 HU0092  VERT ORDER  -  FIRST     CLASS II
 HU0092
 HU0092.The horizontal coordinates were scaled from a topographic map and have
 HU0092.an estimated accuracy of +/- 6 seconds.
 HU0092
 HU0092.The orthometric height was determined by differential leveling
 HU0092.and adjusted in June 1991.
 HU0092
 HU0092.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0092
 HU0092  NGVD 29 (??/??/??)    4.190  (m)           13.75   (f) ADJUSTED    1 2
 HU0092
 HU0092.Superseded values are not recommended for survey control.
 HU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0092.See file dsdata.txt to determine how the superseded data were derived.
 HU0092
 HU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911931(NAD 83)
 HU0092_MARKER: DJ = TIDAL STATION DISK
 HU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0092_SP_SET: FOUNDATION
 HU0092_STAMPING: NO 41 1952
 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 = MARCH  2, 2009
 HU0091 ***********************************************************************
 HU0091  DESIGNATION -  855 7380 TIDAL 42
 HU0091  PID         -  HU0091
 HU0091  STATE/COUNTY-  DE/SUSSEX
 HU0091  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU0091
 HU0091                         *CURRENT SURVEY CONTROL
 HU0091  ___________________________________________________________________
 HU0091* NAD 83(1986)-  38 47 11.     (N)    075 06 06.     (W)     SCALED    
 HU0091* NAVD 88     -         3.288  (meters)      10.79   (feet)  ADJUSTED  
 HU0091  ___________________________________________________________________
 HU0091  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0091  DYNAMIC HT  -           3.286 (meters)      10.78  (feet)  COMP
 HU0091  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 HU0091
 HU0091  VERT ORDER  -  FIRST     CLASS II
 HU0091
 HU0091.The horizontal coordinates were scaled from a topographic map and have
 HU0091.an estimated accuracy of +/- 6 seconds.
 HU0091
 HU0091.The orthometric height was determined by differential leveling
 HU0091.and adjusted in June 1991.
 HU0091
 HU0091.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0091
 HU0091  NGVD 29 (??/??/??)    3.520  (m)           11.55   (f) ADJUSTED    1 2
 HU0091
 HU0091.Superseded values are not recommended for survey control.
 HU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0091.See file dsdata.txt to determine how the superseded data were derived.
 HU0091
 HU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0091_MARKER: DJ = TIDAL STATION DISK
 HU0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0091_SP_SET: FOUNDATION
 HU0091_STAMPING: NO 42 1952
 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 = MARCH  2, 2009
 HU0086 ***********************************************************************
 HU0086  DESIGNATION -  855 7380 TIDAL CHIS SQ
 HU0086  PID         -  HU0086
 HU0086  STATE/COUNTY-  DE/SUSSEX
 HU0086  USGS QUAD   -  LEWES (1991)
 HU0086
 HU0086                         *CURRENT SURVEY CONTROL
 HU0086  ___________________________________________________________________
 HU0086* NAD 83(1986)-  38 46 50.     (N)    075 07 56.     (W)     SCALED    
 HU0086* NAVD 88     -         1.494  (meters)       4.90   (feet)  ADJUSTED  
 HU0086  ___________________________________________________________________
 HU0086  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0086  DYNAMIC HT  -           1.493 (meters)       4.90  (feet)  COMP
 HU0086  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 HU0086
 HU0086  VERT ORDER  -  FIRST     CLASS II
 HU0086
 HU0086.The horizontal coordinates were scaled from a topographic map and have
 HU0086.an estimated accuracy of +/- 6 seconds.
 HU0086
 HU0086.The orthometric height was determined by differential leveling
 HU0086.and adjusted in June 1991.
 HU0086
 HU0086.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0086
 HU0086  NGVD 29 (??/??/??)    1.728  (m)            5.67   (f) ADJUSTED    1 2
 HU0086
 HU0086.Superseded values are not recommended for survey control.
 HU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0086.See file dsdata.txt to determine how the superseded data were derived.
 HU0086
 HU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH885924(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0170 ***********************************************************************
 HU0170  DESIGNATION -  9
 HU0170  PID         -  HU0170
 HU0170  STATE/COUNTY-  DE/SUSSEX
 HU0170  USGS QUAD   -  GEORGETOWN (1992)
 HU0170
 HU0170                         *CURRENT SURVEY CONTROL
 HU0170  ___________________________________________________________________
 HU0170* NAD 83(1986)-  38 42 19.     (N)    075 23 42.     (W)     SCALED    
 HU0170* NAVD 88     -        14.744  (meters)      48.37   (feet)  ADJUSTED  
 HU0170  ___________________________________________________________________
 HU0170  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU0170  DYNAMIC HT  -          14.735 (meters)      48.34  (feet)  COMP
 HU0170  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 HU0170
 HU0170  VERT ORDER  -  SECOND    CLASS 0
 HU0170
 HU0170.The horizontal coordinates were scaled from a topographic map and have
 HU0170.an estimated accuracy of +/- 6 seconds.
 HU0170
 HU0170.The orthometric height was determined by differential leveling
 HU0170.and adjusted in June 1991.
 HU0170
 HU0170.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0170
 HU0170  NGVD 29 (??/??/??)   14.983  (m)           49.16   (f) ADJUSTED    2 0
 HU0170
 HU0170.Superseded values are not recommended for survey control.
 HU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0170.See file dsdata.txt to determine how the superseded data were derived.
 HU0170
 HU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH656841(NAD 83)
 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 = MARCH  2, 2009
 JU1932 ***********************************************************************
 JU1932  DESIGNATION -  A
 JU1932  PID         -  JU1932
 JU1932  STATE/COUNTY-  DE/NEW CASTLE
 JU1932  USGS QUAD   -  SAINT GEORGES (1993)
 JU1932
 JU1932                         *CURRENT SURVEY CONTROL
 JU1932  ___________________________________________________________________
 JU1932* NAD 83(1986)-  39 32 30.     (N)    075 42 13.     (W)     SCALED    
 JU1932* NAVD 88     -        16.101  (meters)      52.82   (feet)  ADJUSTED  
 JU1932  ___________________________________________________________________
 JU1932  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU1932  DYNAMIC HT  -          16.093 (meters)      52.80  (feet)  COMP
 JU1932  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 JU1932
 JU1932  VERT ORDER  -  FIRST     CLASS I
 JU1932
 JU1932.The horizontal coordinates were scaled from a topographic map and have
 JU1932.an estimated accuracy of +/- 6 seconds.
 JU1932
 JU1932.The orthometric height was determined by differential leveling
 JU1932.and adjusted in June 1991.
 JU1932
 JU1932.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1932
 JU1932  NGVD 29 (??/??/??)   16.340  (m)           53.61   (f) ADJUSTED    1 1
 JU1932
 JU1932.Superseded values are not recommended for survey control.
 JU1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1932.See file dsdata.txt to determine how the superseded data were derived.
 JU1932
 JU1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ395771(NAD 83)
 JU1932_MARKER: DD = SURVEY DISK
 JU1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1932_STAMPING: A
 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       DOD
 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 = MARCH  2, 2009
 JU0792 ***********************************************************************
 JU0792  DESIGNATION -  A 1 1931
 JU0792  PID         -  JU0792
 JU0792  STATE/COUNTY-  DE/NEW CASTLE
 JU0792  USGS QUAD   -  MARCUS HOOK (1993)
 JU0792
 JU0792                         *CURRENT SURVEY CONTROL
 JU0792  ___________________________________________________________________
 JU0792* NAD 83(1986)-  39 46 56.     (N)    075 28 25.     (W)     SCALED    
 JU0792* NAVD 88     -         2.366  (meters)       7.76   (feet)  ADJUSTED  
 JU0792  ___________________________________________________________________
 JU0792  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0792  DYNAMIC HT  -           2.365 (meters)       7.76  (feet)  COMP
 JU0792  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 JU0792
 JU0792  VERT ORDER  -  FIRST     CLASS I
 JU0792
 JU0792.The horizontal coordinates were scaled from a topographic map and have
 JU0792.an estimated accuracy of +/- 6 seconds.
 JU0792
 JU0792.The orthometric height was determined by differential leveling
 JU0792.and adjusted in June 1991.
 JU0792.WARNING-Repeat measurements at this control monument indicate possible
 JU0792.vertical movement.
 JU0792
 JU0792.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0792
 JU0792  NGVD 29 (??/??/??)    2.637  (m)            8.65   (f) ADJUSTED    1 1
 JU0792
 JU0792.Superseded values are not recommended for survey control.
 JU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0792.See file dsdata.txt to determine how the superseded data were derived.
 JU0792
 JU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK594036(NAD 83)
 JU0792_MARKER: DB = BENCH MARK DISK
 JU0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0792_SP_SET: CULVERT
 JU0792_STAMPING: 8.888 A 1 1931
 JU0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0978 ***********************************************************************
 HU0978  DESIGNATION -  A 10
 HU0978  PID         -  HU0978
 HU0978  STATE/COUNTY-  DE/SUSSEX
 HU0978  USGS QUAD   -  LAUREL (1992)
 HU0978
 HU0978                         *CURRENT SURVEY CONTROL
 HU0978  ___________________________________________________________________
 HU0978* NAD 83(1986)-  38 31 54.     (N)    075 36 25.     (W)     SCALED    
 HU0978* NAVD 88     -        10.543  (meters)      34.59   (feet)  ADJUSTED  
 HU0978  ___________________________________________________________________
 HU0978  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0978  DYNAMIC HT  -          10.536 (meters)      34.57  (feet)  COMP
 HU0978  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 HU0978
 HU0978  VERT ORDER  -  SECOND    CLASS 0
 HU0978
 HU0978.The horizontal coordinates were scaled from a topographic map and have
 HU0978.an estimated accuracy of +/- 6 seconds.
 HU0978
 HU0978.The orthometric height was determined by differential leveling
 HU0978.and adjusted in June 1991.
 HU0978
 HU0978.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0978
 HU0978  NGVD 29 (??/??/??)   10.791  (m)           35.40   (f) ADJUSTED    2 0
 HU0978
 HU0978.Superseded values are not recommended for survey control.
 HU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0978.See file dsdata.txt to determine how the superseded data were derived.
 HU0978
 HU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH470649(NAD 83)
 HU0978_MARKER: DB = BENCH MARK DISK
 HU0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0978_SP_SET: CULVERT
 HU0978_STAMPING: A 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0831 ***********************************************************************
 HU0831  DESIGNATION -  A 11
 HU0831  PID         -  HU0831
 HU0831  STATE/COUNTY-  DE/KENT
 HU0831  USGS QUAD   -  BURRSVILLE (1993)
 HU0831
 HU0831                         *CURRENT SURVEY CONTROL
 HU0831  ___________________________________________________________________
 HU0831* NAD 83(1986)-  38 58 13.     (N)    075 42 03.     (W)     SCALED    
 HU0831* NAVD 88     -        17.546  (meters)      57.57   (feet)  ADJUSTED  
 HU0831  ___________________________________________________________________
 HU0831  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 HU0831  DYNAMIC HT  -          17.536 (meters)      57.53  (feet)  COMP
 HU0831  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 HU0831
 HU0831  VERT ORDER  -  SECOND    CLASS 0
 HU0831
 HU0831.The horizontal coordinates were scaled from a topographic map and have
 HU0831.an estimated accuracy of +/- 6 seconds.
 HU0831
 HU0831.The orthometric height was determined by differential leveling
 HU0831.and adjusted in June 1991.
 HU0831
 HU0831.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0831
 HU0831  NGVD 29 (??/??/??)   17.786  (m)           58.35   (f) ADJUSTED    2 0
 HU0831
 HU0831.Superseded values are not recommended for survey control.
 HU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0831.See file dsdata.txt to determine how the superseded data were derived.
 HU0831
 HU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ392137(NAD 83)
 HU0831_MARKER: DB = BENCH MARK DISK
 HU0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0831_SP_SET: CULVERT
 HU0831_STAMPING: A 11 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1306 ***********************************************************************
 JU1306  DESIGNATION -  A 12
 JU1306  PID         -  JU1306
 JU1306  STATE/COUNTY-  DE/KENT
 JU1306  USGS QUAD   -  MARYDEL (1993)
 JU1306
 JU1306                         *CURRENT SURVEY CONTROL
 JU1306  ___________________________________________________________________
 JU1306* NAD 83(1986)-  39 01 54.     (N)    075 43 59.     (W)     SCALED    
 JU1306* NAVD 88     -        12.640  (meters)      41.47   (feet)  ADJUSTED  
 JU1306  ___________________________________________________________________
 JU1306  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU1306  DYNAMIC HT  -          12.633 (meters)      41.45  (feet)  COMP
 JU1306  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JU1306
 JU1306  VERT ORDER  -  SECOND    CLASS 0
 JU1306
 JU1306.The horizontal coordinates were scaled from a topographic map and have
 JU1306.an estimated accuracy of +/- 6 seconds.
 JU1306
 JU1306.The orthometric height was determined by differential leveling
 JU1306.and adjusted in June 1991.
 JU1306
 JU1306.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1306
 JU1306  NGVD 29 (??/??/??)   12.878  (m)           42.25   (f) ADJUSTED    2 0
 JU1306
 JU1306.Superseded values are not recommended for survey control.
 JU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1306.See file dsdata.txt to determine how the superseded data were derived.
 JU1306
 JU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365205(NAD 83)
 JU1306_MARKER: DB = BENCH MARK DISK
 JU1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1306_STAMPING: A 12 1942
 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 = MARCH  2, 2009
 JU1307 ***********************************************************************
 JU1307  DESIGNATION -  A 12 RESET
 JU1307  PID         -  JU1307
 JU1307  STATE/COUNTY-  DE/KENT
 JU1307  USGS QUAD   -  MARYDEL (1993)
 JU1307
 JU1307                         *CURRENT SURVEY CONTROL
 JU1307  ___________________________________________________________________
 JU1307* NAD 83(1986)-  39 01 54.     (N)    075 43 59.     (W)     SCALED    
 JU1307* NAVD 88     -        13.347  (meters)      43.79   (feet)  ADJUSTED  
 JU1307  ___________________________________________________________________
 JU1307  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU1307  DYNAMIC HT  -          13.339 (meters)      43.76  (feet)  COMP
 JU1307  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JU1307
 JU1307  VERT ORDER  -  SECOND    CLASS I
 JU1307
 JU1307.The horizontal coordinates were scaled from a topographic map and have
 JU1307.an estimated accuracy of +/- 6 seconds.
 JU1307
 JU1307.The orthometric height was determined by differential leveling
 JU1307.and adjusted in December 2004.
 JU1307.No vertical observational check was made to the station.
 JU1307
 JU1307.The geoid height was determined by GEOID03.
 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       -   114,570.      172,610.      MT  (+/- 180 meters Scaled)
 JU1307
 JU1307                          SUPERSEDED SURVEY CONTROL
 JU1307
 JU1307  NAVD 88 (05/17/01)   13.324  (m)           43.71   (f) UNKNOWN     3 0
 JU1307  NGVD 29 (??/??/??)   13.56   (m)           44.5    (f) RESET       3  
 JU1307
 JU1307.Superseded values are not recommended for survey control.
 JU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1307.See file dsdata.txt to determine how the superseded data were derived.
 JU1307
 JU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365205(NAD 83)
 JU1307_MARKER: DB = BENCH MARK DISK
 JU1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1307_STAMPING: A 12 RESET 1960
 JU1307_MARK LOGO: CGS   
 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 - October 29, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1260 ***********************************************************************
 JU1260  DESIGNATION -  A 13
 JU1260  PID         -  JU1260
 JU1260  STATE/COUNTY-  DE/KENT
 JU1260  USGS QUAD   -  CLAYTON (1993)
 JU1260
 JU1260                         *CURRENT SURVEY CONTROL
 JU1260  ___________________________________________________________________
 JU1260* NAD 83(1986)-  39 16 42.     (N)    075 38 16.     (W)     SCALED    
 JU1260* NAVD 88     -        13.847  (meters)      45.43   (feet)  ADJUSTED  
 JU1260  ___________________________________________________________________
 JU1260  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU1260  DYNAMIC HT  -          13.840 (meters)      45.41  (feet)  COMP
 JU1260  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 JU1260
 JU1260  VERT ORDER  -  SECOND    CLASS 0
 JU1260
 JU1260.The horizontal coordinates were scaled from a topographic map and have
 JU1260.an estimated accuracy of +/- 6 seconds.
 JU1260
 JU1260.The orthometric height was determined by differential leveling
 JU1260.and adjusted in June 1991.
 JU1260
 JU1260.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1260
 JU1260  NGVD 29 (??/??/??)   14.086  (m)           46.21   (f) ADJUSTED    2 0
 JU1260
 JU1260.Superseded values are not recommended for survey control.
 JU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1260.See file dsdata.txt to determine how the superseded data were derived.
 JU1260
 JU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449478(NAD 83)
 JU1260_MARKER: DB = BENCH MARK DISK
 JU1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1260_STAMPING: A 13 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1174 ***********************************************************************
 JU1174  DESIGNATION -  A 14
 JU1174  PID         -  JU1174
 JU1174  STATE/COUNTY-  DE/NEW CASTLE
 JU1174  USGS QUAD   -  MIDDLETOWN (1993)
 JU1174
 JU1174                         *CURRENT SURVEY CONTROL
 JU1174  ___________________________________________________________________
 JU1174* NAD 83(1986)-  39 26 38.     (N)    075 44 13.     (W)     SCALED    
 JU1174* NAVD 88     -        21.517  (meters)      70.59   (feet)  ADJUSTED  
 JU1174  ___________________________________________________________________
 JU1174  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1174  DYNAMIC HT  -          21.506 (meters)      70.56  (feet)  COMP
 JU1174  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 JU1174
 JU1174  VERT ORDER  -  SECOND    CLASS 0
 JU1174
 JU1174.The horizontal coordinates were scaled from a topographic map and have
 JU1174.an estimated accuracy of +/- 6 seconds.
 JU1174
 JU1174.The orthometric height was determined by differential leveling
 JU1174.and adjusted in June 1991.
 JU1174
 JU1174.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1174
 JU1174  NGVD 29 (??/??/??)   21.757  (m)           71.38   (f) ADJUSTED    2 0
 JU1174
 JU1174.Superseded values are not recommended for survey control.
 JU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1174.See file dsdata.txt to determine how the superseded data were derived.
 JU1174
 JU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365662(NAD 83)
 JU1174_MARKER: DB = BENCH MARK DISK
 JU1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1174_STAMPING: A 14 1942
 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 = MARCH  2, 2009
 JU1095 ***********************************************************************
 JU1095  DESIGNATION -  A 2
 JU1095  PID         -  JU1095
 JU1095  STATE/COUNTY-  DE/KENT
 JU1095  USGS QUAD   -  DOVER (1993)
 JU1095
 JU1095                         *CURRENT SURVEY CONTROL
 JU1095  ___________________________________________________________________
 JU1095* NAD 83(1986)-  39 13 05.     (N)    075 35 10.     (W)     SCALED    
 JU1095* NAVD 88     -        11.725  (meters)      38.47   (feet)  ADJUSTED  
 JU1095  ___________________________________________________________________
 JU1095  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU1095  DYNAMIC HT  -          11.719 (meters)      38.45  (feet)  COMP
 JU1095  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 JU1095
 JU1095  VERT ORDER  -  FIRST     CLASS II
 JU1095
 JU1095.The horizontal coordinates were scaled from a topographic map and have
 JU1095.an estimated accuracy of +/- 6 seconds.
 JU1095
 JU1095.The orthometric height was determined by differential leveling
 JU1095.and adjusted in December 2004.
 JU1095.WARNING-Repeat measurements at this control monument indicate possible
 JU1095.vertical movement.
 JU1095
 JU1095.The geoid height was determined by GEOID03.
 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       -   135,230.      185,370.      MT  (+/- 180 meters Scaled)
 JU1095
 JU1095                          SUPERSEDED SURVEY CONTROL
 JU1095
 JU1095  NAVD 88 (06/15/91)   11.745  (m)           38.53   (f) UNKNOWN     1 1
 JU1095  NGVD 29 (??/??/??)   11.984  (m)           39.32   (f) ADJUSTED    1 1
 JU1095
 JU1095.Superseded values are not recommended for survey control.
 JU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1095.See file dsdata.txt to determine how the superseded data were derived.
 JU1095
 JU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ494411(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1095+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4298 ***********************************************************************
 JU4298  DESIGNATION -  A 21 RESET
 JU4298  PID         -  JU4298
 JU4298  STATE/COUNTY-  DE/NEW CASTLE
 JU4298  USGS QUAD   -  MARCUS HOOK (1993)
 JU4298
 JU4298                         *CURRENT SURVEY CONTROL
 JU4298  ___________________________________________________________________
 JU4298* NAD 83(1986)-  39 48 47.     (N)    075 26 45.     (W)     SCALED    
 JU4298* NAVD 88     -        12.41   (meters)      40.7    (feet)  RESET     
 JU4298  ___________________________________________________________________
 JU4298  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU4298  VERT ORDER  -  THIRD
 JU4298
 JU4298.The horizontal coordinates were scaled from a topographic map and have
 JU4298.an estimated accuracy of +/- 6 seconds.
 JU4298
 JU4298.The orthometric height was computed from unverified reset data.
 JU4298.No vertical observational check was made to the station.
 JU4298
 JU4298.The geoid height was determined by GEOID03.
 JU4298
 JU4298;                    North         East    Units  Estimated Accuracy
 JU4298;SPC DE       -   201,270.      197,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4298.See file dsdata.txt to determine how the superseded data were derived.
 JU4298
 JU4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK618071(NAD 83)
 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 - October 20, 2008
 JU4298
 JU4298  HISTORY     - Date     Condition        Report By
 JU4298  HISTORY     - 1991     MONUMENTED       DEDHT
 JU4298  HISTORY     - 19971018 GOOD             USPSQD
 JU4298  HISTORY     - 20081020 GOOD             DEDT
 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'       STATION RECOVERY (2008)
 JU4298' 
 JU4298'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 JU4298'RECOVERED IN GOOD CONDITION. 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1449 ***********************************************************************
 JU1449  DESIGNATION -  A 22
 JU1449  PID         -  JU1449
 JU1449  STATE/COUNTY-  DE/NEW CASTLE
 JU1449  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1449
 JU1449                         *CURRENT SURVEY CONTROL
 JU1449  ___________________________________________________________________
 JU1449* NAD 83(1986)-  39 45 58.     (N)    075 32 19.     (W)     SCALED    
 JU1449* NAVD 88     -        49.010  (meters)     160.79   (feet)  ADJUSTED  
 JU1449  ___________________________________________________________________
 JU1449  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1449  DYNAMIC HT  -          48.988 (meters)     160.72  (feet)  COMP
 JU1449  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 JU1449
 JU1449  VERT ORDER  -  SECOND    CLASS 0
 JU1449
 JU1449.The horizontal coordinates were scaled from a topographic map and have
 JU1449.an estimated accuracy of +/- 6 seconds.
 JU1449
 JU1449.The orthometric height was determined by differential leveling
 JU1449.and adjusted in June 1991.
 JU1449
 JU1449.The geoid height was determined by GEOID03.
 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       -   196,070.      189,550.      MT  (+/- 180 meters Scaled)
 JU1449
 JU1449                          SUPERSEDED SURVEY CONTROL
 JU1449
 JU1449  NGVD 29 (??/??/??)   49.356  (m)          161.93   (f) ADJUSTED    2 0
 JU1449
 JU1449.Superseded values are not recommended for survey control.
 JU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1449.See file dsdata.txt to determine how the superseded data were derived.
 JU1449
 JU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK538019(NAD 83)
 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 SUITABLE FOR
 JU1449+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1689 ***********************************************************************
 JU1689  DESIGNATION -  A 23
 JU1689  PID         -  JU1689
 JU1689  STATE/COUNTY-  DE/NEW CASTLE
 JU1689  USGS QUAD   -  NEWARK EAST (1993)
 JU1689
 JU1689                         *CURRENT SURVEY CONTROL
 JU1689  ___________________________________________________________________
 JU1689* NAD 83(1986)-  39 40 39.     (N)    075 39 27.     (W)     SCALED    
 JU1689* NAVD 88     -        17.649  (meters)      57.90   (feet)  ADJUSTED  
 JU1689  ___________________________________________________________________
 JU1689  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1689  DYNAMIC HT  -          17.641 (meters)      57.88  (feet)  COMP
 JU1689  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 JU1689
 JU1689  VERT ORDER  -  SECOND    CLASS 0
 JU1689
 JU1689.The horizontal coordinates were scaled from a topographic map and have
 JU1689.an estimated accuracy of +/- 6 seconds.
 JU1689
 JU1689.The orthometric height was determined by differential leveling
 JU1689.and adjusted in June 1991.
 JU1689
 JU1689.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1689
 JU1689  NGVD 29 (??/??/??)   17.995  (m)           59.04   (f) ADJUSTED    2 0
 JU1689
 JU1689.Superseded values are not recommended for survey control.
 JU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1689.See file dsdata.txt to determine how the superseded data were derived.
 JU1689
 JU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ436921(NAD 83)
 JU1689_MARKER: DB = BENCH MARK DISK
 JU1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1689_STAMPING: A 23 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0136 ***********************************************************************
 HU0136  DESIGNATION -  A 27
 HU0136  PID         -  HU0136
 HU0136  STATE/COUNTY-  DE/SUSSEX
 HU0136  USGS QUAD   -  LEWES (1991)
 HU0136
 HU0136                         *CURRENT SURVEY CONTROL
 HU0136  ___________________________________________________________________
 HU0136* NAD 83(1986)-  38 45 38.     (N)    075 08 46.     (W)     SCALED    
 HU0136* NAVD 88     -         5.786  (meters)      18.98   (feet)  ADJUSTED  
 HU0136  ___________________________________________________________________
 HU0136  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0136  DYNAMIC HT  -           5.783 (meters)      18.97  (feet)  COMP
 HU0136  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 HU0136
 HU0136  VERT ORDER  -  SECOND    CLASS 0
 HU0136
 HU0136.The horizontal coordinates were scaled from a topographic map and have
 HU0136.an estimated accuracy of +/- 6 seconds.
 HU0136
 HU0136.The orthometric height was determined by differential leveling
 HU0136.and adjusted in June 1991.
 HU0136
 HU0136.The geoid height was determined by GEOID03.
 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       -    84,460.      223,520.      MT  (+/- 180 meters Scaled)
 HU0136
 HU0136                          SUPERSEDED SURVEY CONTROL
 HU0136
 HU0136  NGVD 29 (??/??/??)    6.022  (m)           19.76   (f) ADJUSTED    2 0
 HU0136
 HU0136.Superseded values are not recommended for survey control.
 HU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0136.See file dsdata.txt to determine how the superseded data were derived.
 HU0136
 HU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH873902(NAD 83)
 HU0136_MARKER: DB = BENCH MARK DISK
 HU0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0136_STAMPING: A 27 1961
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0106 ***********************************************************************
 HU0106  DESIGNATION -  A 28
 HU0106  PID         -  HU0106
 HU0106  STATE/COUNTY-  DE/SUSSEX
 HU0106  USGS QUAD   -  BETHANY BEACH (1991)
 HU0106
 HU0106                         *CURRENT SURVEY CONTROL
 HU0106  ___________________________________________________________________
 HU0106* NAD 83(1986)-  38 35 24.     (N)    075 03 42.     (W)     SCALED    
 HU0106* NAVD 88     -         2.652  (meters)       8.70   (feet)  ADJUSTED  
 HU0106  ___________________________________________________________________
 HU0106  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU0106  DYNAMIC HT  -           2.651 (meters)       8.70  (feet)  COMP
 HU0106  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 HU0106
 HU0106  VERT ORDER  -  SECOND    CLASS 0
 HU0106
 HU0106.The horizontal coordinates were scaled from a topographic map and have
 HU0106.an estimated accuracy of +/- 6 seconds.
 HU0106
 HU0106.The orthometric height was determined by differential leveling
 HU0106.and adjusted in June 1991.
 HU0106
 HU0106.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0106
 HU0106  NGVD 29 (??/??/??)    2.889  (m)            9.48   (f) ADJUSTED    2 0
 HU0106
 HU0106.Superseded values are not recommended for survey control.
 HU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0106.See file dsdata.txt to determine how the superseded data were derived.
 HU0106
 HU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH946712(NAD 83)
 HU0106_MARKER: DB = BENCH MARK DISK
 HU0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0106_SP_SET: MACHINE-GUN TOWER
 HU0106_STAMPING: A 28 1962
 HU0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0141 ***********************************************************************
 HU0141  DESIGNATION -  A 29
 HU0141  PID         -  HU0141
 HU0141  STATE/COUNTY-  DE/SUSSEX
 HU0141  USGS QUAD   -  FRANKFORD (1991)
 HU0141
 HU0141                         *CURRENT SURVEY CONTROL
 HU0141  ___________________________________________________________________
 HU0141* NAD 83(1986)-  38 33 07.     (N)    075 08 09.     (W)     SCALED    
 HU0141* NAVD 88     -         3.893  (meters)      12.77   (feet)  ADJUSTED  
 HU0141  ___________________________________________________________________
 HU0141  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU0141  DYNAMIC HT  -           3.891 (meters)      12.77  (feet)  COMP
 HU0141  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 HU0141
 HU0141  VERT ORDER  -  SECOND    CLASS 0
 HU0141
 HU0141.The horizontal coordinates were scaled from a topographic map and have
 HU0141.an estimated accuracy of +/- 6 seconds.
 HU0141
 HU0141.The orthometric height was determined by differential leveling
 HU0141.and adjusted in June 1991.
 HU0141
 HU0141.The geoid height was determined by GEOID03.
 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       -    61,300.      224,480.      MT  (+/- 180 meters Scaled)
 HU0141
 HU0141                          SUPERSEDED SURVEY CONTROL
 HU0141
 HU0141  NGVD 29 (??/??/??)    4.132  (m)           13.56   (f) ADJUSTED    2 0
 HU0141
 HU0141.Superseded values are not recommended for survey control.
 HU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0141.See file dsdata.txt to determine how the superseded data were derived.
 HU0141
 HU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH881670(NAD 83)
 HU0141_MARKER: DB = BENCH MARK DISK
 HU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0141_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0045 ***********************************************************************
 HU0045  DESIGNATION -  A 3
 HU0045  PID         -  HU0045
 HU0045  STATE/COUNTY-  DE/SUSSEX
 HU0045  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0045
 HU0045                         *CURRENT SURVEY CONTROL
 HU0045  ___________________________________________________________________
 HU0045* NAD 83(1986)-  38 56 07.     (N)    075 19 50.     (W)     SCALED    
 HU0045* NAVD 88     -         2.651  (meters)       8.70   (feet)  ADJUSTED  
 HU0045  ___________________________________________________________________
 HU0045  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0045  DYNAMIC HT  -           2.650 (meters)       8.69  (feet)  COMP
 HU0045  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 HU0045
 HU0045  VERT ORDER  -  FIRST     CLASS II
 HU0045
 HU0045.The horizontal coordinates were scaled from a topographic map and have
 HU0045.an estimated accuracy of +/- 6 seconds.
 HU0045
 HU0045.The orthometric height was determined by differential leveling
 HU0045.and adjusted in June 1991.
 HU0045
 HU0045.The geoid height was determined by GEOID03.
 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       -   103,820.      207,470.      MT  (+/- 180 meters Scaled)
 HU0045
 HU0045                          SUPERSEDED SURVEY CONTROL
 HU0045
 HU0045  NGVD 29 (??/??/??)    2.890  (m)            9.48   (f) ADJUSTED    1 2
 HU0045
 HU0045.Superseded values are not recommended for survey control.
 HU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0045.See file dsdata.txt to determine how the superseded data were derived.
 HU0045
 HU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ713096(NAD 83)
 HU0045_MARKER: DB = BENCH MARK DISK
 HU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0045_SP_SET: RETAINING WALL
 HU0045_STAMPING: A 3 1931 10.007
 HU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0198 ***********************************************************************
 HU0198  DESIGNATION -  A 30
 HU0198  PID         -  HU0198
 HU0198  STATE/COUNTY-  DE/SUSSEX
 HU0198  USGS QUAD   -  LEWES (1991)
 HU0198
 HU0198                         *CURRENT SURVEY CONTROL
 HU0198  ___________________________________________________________________
 HU0198* NAD 83(1986)-  38 49 19.     (N)    075 14 15.     (W)     SCALED    
 HU0198* NAVD 88     -         1.037  (meters)       3.40   (feet)  ADJUSTED  
 HU0198  ___________________________________________________________________
 HU0198  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0198  DYNAMIC HT  -           1.036 (meters)       3.40  (feet)  COMP
 HU0198  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 HU0198
 HU0198  VERT ORDER  -  SECOND    CLASS 0
 HU0198
 HU0198.The horizontal coordinates were scaled from a topographic map and have
 HU0198.an estimated accuracy of +/- 6 seconds.
 HU0198
 HU0198.The orthometric height was determined by differential leveling
 HU0198.and adjusted in June 1991.
 HU0198
 HU0198.The geoid height was determined by GEOID03.
 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       -    91,250.      215,560.      MT  (+/- 180 meters Scaled)
 HU0198
 HU0198                          SUPERSEDED SURVEY CONTROL
 HU0198
 HU0198  NGVD 29 (??/??/??)    1.276  (m)            4.19   (f) ADJUSTED    2 0
 HU0198
 HU0198.Superseded values are not recommended for survey control.
 HU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0198.See file dsdata.txt to determine how the superseded data were derived.
 HU0198
 HU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH793970(NAD 83)
 HU0198_MARKER: DB = BENCH MARK DISK
 HU0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0198_STAMPING: A 30 1962
 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 10, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0183 ***********************************************************************
 HU0183  DESIGNATION -  A 33
 HU0183  PID         -  HU0183
 HU0183  STATE/COUNTY-  DE/SUSSEX
 HU0183  USGS QUAD   -  MILTON (1992)
 HU0183
 HU0183                         *CURRENT SURVEY CONTROL
 HU0183  ___________________________________________________________________
 HU0183* NAD 83(1986)-  38 52 09.     (N)    075 21 44.     (W)     SCALED    
 HU0183* NAVD 88     -         6.918  (meters)      22.70   (feet)  ADJUSTED  
 HU0183  ___________________________________________________________________
 HU0183  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU0183  DYNAMIC HT  -           6.914 (meters)      22.68  (feet)  COMP
 HU0183  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 HU0183
 HU0183  VERT ORDER  -  SECOND    CLASS 0
 HU0183
 HU0183.The horizontal coordinates were scaled from a topographic map and have
 HU0183.an estimated accuracy of +/- 6 seconds.
 HU0183
 HU0183.The orthometric height was determined by differential leveling
 HU0183.and adjusted in June 1991.
 HU0183
 HU0183.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0183
 HU0183  NGVD 29 (??/??/??)    7.158  (m)           23.48   (f) ADJUSTED    2 0
 HU0183
 HU0183.Superseded values are not recommended for survey control.
 HU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0183.See file dsdata.txt to determine how the superseded data were derived.
 HU0183
 HU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ685023(NAD 83)
 HU0183_MARKER: DB = BENCH MARK DISK
 HU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0183_STAMPING: A 33 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0741 ***********************************************************************
 HU0741  DESIGNATION -  A 34
 HU0741  PID         -  HU0741
 HU0741  STATE/COUNTY-  DE/KENT
 HU0741  USGS QUAD   -  GREENWOOD (1992)
 HU0741
 HU0741                         *CURRENT SURVEY CONTROL
 HU0741  ___________________________________________________________________
 HU0741* NAD 83(1986)-  38 51 13.     (N)    075 34 57.     (W)     SCALED    
 HU0741* NAVD 88     -        17.688  (meters)      58.03   (feet)  ADJUSTED  
 HU0741  ___________________________________________________________________
 HU0741  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0741  DYNAMIC HT  -          17.677 (meters)      58.00  (feet)  COMP
 HU0741  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 HU0741
 HU0741  VERT ORDER  -  FIRST     CLASS I
 HU0741
 HU0741.The horizontal coordinates were scaled from a topographic map and have
 HU0741.an estimated accuracy of +/- 6 seconds.
 HU0741
 HU0741.The orthometric height was determined by differential leveling
 HU0741.and adjusted in June 1991.
 HU0741
 HU0741.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0741
 HU0741  NGVD 29 (??/??/??)   17.932  (m)           58.83   (f) ADJUSTED    1 1
 HU0741
 HU0741.Superseded values are not recommended for survey control.
 HU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0741.See file dsdata.txt to determine how the superseded data were derived.
 HU0741
 HU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ494006(NAD 83)
 HU0741_MARKER: DB = BENCH MARK DISK
 HU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0741_STAMPING: A 34 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1111 ***********************************************************************
 JU1111  DESIGNATION -  A 35
 JU1111  PID         -  JU1111
 JU1111  STATE/COUNTY-  DE/KENT
 JU1111  USGS QUAD   -  DOVER (1993)
 JU1111
 JU1111                         *CURRENT SURVEY CONTROL
 JU1111  ___________________________________________________________________
 JU1111* NAD 83(1986)-  39 07 57.     (N)    075 32 45.     (W)     SCALED    
 JU1111* NAVD 88     -        12.879  (meters)      42.25   (feet)  ADJUSTED  
 JU1111  ___________________________________________________________________
 JU1111  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU1111  DYNAMIC HT  -          12.872 (meters)      42.23  (feet)  COMP
 JU1111  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 JU1111
 JU1111  VERT ORDER  -  FIRST     CLASS I
 JU1111
 JU1111.The horizontal coordinates were scaled from a topographic map and have
 JU1111.an estimated accuracy of +/- 6 seconds.
 JU1111
 JU1111.The orthometric height was determined by differential leveling
 JU1111.and adjusted in June 1991.
 JU1111
 JU1111.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1111
 JU1111  NGVD 29 (??/??/??)   13.116  (m)           43.03   (f) ADJUSTED    1 1
 JU1111
 JU1111.Superseded values are not recommended for survey control.
 JU1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1111.See file dsdata.txt to determine how the superseded data were derived.
 JU1111
 JU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ528316(NAD 83)
 JU1111_MARKER: DB = BENCH MARK DISK
 JU1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1111_STAMPING: A 35 1963
 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 = MARCH  2, 2009
 JU2484 ***********************************************************************
 JU2484  DESIGNATION -  A 35 RESET 1975
 JU2484  PID         -  JU2484
 JU2484  STATE/COUNTY-  DE/KENT
 JU2484  USGS QUAD   -  DOVER (1993)
 JU2484
 JU2484                         *CURRENT SURVEY CONTROL
 JU2484  ___________________________________________________________________
 JU2484* NAD 83(1986)-  39 07 57.     (N)    075 32 45.     (W)     SCALED    
 JU2484* NAVD 88     -        12.70   (+/-2cm)      41.7    (feet)  VERTCON   
 JU2484  ___________________________________________________________________
 JU2484  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU2484  VERT ORDER  -  THIRD (See Below)
 JU2484
 JU2484.The horizontal coordinates were scaled from a topographic map and have
 JU2484.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2484
 JU2484.The geoid height was determined by GEOID03.
 JU2484
 JU2484;                    North         East    Units  Estimated Accuracy
 JU2484;SPC DE       -   125,720.      188,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2484.See file dsdata.txt to determine how the superseded data were derived.
 JU2484
 JU2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ528316(NAD 83)
 JU2484_MARKER: DB = BENCH MARK DISK
 JU2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2484_STAMPING: A 35 RESET 1975
 JU2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2484+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0055 ***********************************************************************
 HU0055  DESIGNATION -  A 36
 HU0055  PID         -  HU0055
 HU0055  STATE/COUNTY-  DE/SUSSEX
 HU0055  USGS QUAD   -  ELLENDALE (1992)
 HU0055
 HU0055                         *CURRENT SURVEY CONTROL
 HU0055  ___________________________________________________________________
 HU0055* NAD 83(1986)-  38 51 40.     (N)    075 25 26.     (W)     SCALED    
 HU0055* NAVD 88     -        14.172  (meters)      46.50   (feet)  ADJUSTED  
 HU0055  ___________________________________________________________________
 HU0055  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 HU0055  DYNAMIC HT  -          14.164 (meters)      46.47  (feet)  COMP
 HU0055  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 HU0055
 HU0055  VERT ORDER  -  FIRST     CLASS I
 HU0055
 HU0055.The horizontal coordinates were scaled from a topographic map and have
 HU0055.an estimated accuracy of +/- 6 seconds.
 HU0055
 HU0055.The orthometric height was determined by differential leveling
 HU0055.and adjusted in June 1991.
 HU0055
 HU0055.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0055
 HU0055  NGVD 29 (??/??/??)   14.416  (m)           47.30   (f) ADJUSTED    1 1
 HU0055
 HU0055.Superseded values are not recommended for survey control.
 HU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0055.See file dsdata.txt to determine how the superseded data were derived.
 HU0055
 HU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ632014(NAD 83)
 HU0055_MARKER: DB = BENCH MARK DISK
 HU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0055_STAMPING: A 36 1963
 HU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0055+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1036 ***********************************************************************
 JU1036  DESIGNATION -  A 37
 JU1036  PID         -  JU1036
 JU1036  STATE/COUNTY-  DE/KENT
 JU1036  USGS QUAD   -  LITTLE CREEK (1993)
 JU1036
 JU1036                         *CURRENT SURVEY CONTROL
 JU1036  ___________________________________________________________________
 JU1036* NAD 83(1986)-  39 11 38.     (N)    075 24 10.     (W)     SCALED    
 JU1036* NAVD 88     -         1.338  (meters)       4.39   (feet)  ADJUSTED  
 JU1036  ___________________________________________________________________
 JU1036  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU1036  DYNAMIC HT  -           1.338 (meters)       4.39  (feet)  COMP
 JU1036  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 JU1036
 JU1036  VERT ORDER  -  FIRST     CLASS I
 JU1036
 JU1036.The horizontal coordinates were scaled from a topographic map and have
 JU1036.an estimated accuracy of +/- 6 seconds.
 JU1036
 JU1036.The orthometric height was determined by differential leveling
 JU1036.and adjusted in June 1991.
 JU1036
 JU1036.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1036
 JU1036  NGVD 29 (??/??/??)    1.578  (m)            5.18   (f) ADJUSTED    1 1
 JU1036
 JU1036.Superseded values are not recommended for survey control.
 JU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1036.See file dsdata.txt to determine how the superseded data were derived.
 JU1036
 JU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ652383(NAD 83)
 JU1036_MARKER: DB = BENCH MARK DISK
 JU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1036_STAMPING: A 37 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1074 ***********************************************************************
 JU1074  DESIGNATION -  A 38
 JU1074  PID         -  JU1074
 JU1074  STATE/COUNTY-  DE/NEW CASTLE
 JU1074  USGS QUAD   -  MIDDLETOWN (1993)
 JU1074
 JU1074                         *CURRENT SURVEY CONTROL
 JU1074  ___________________________________________________________________
 JU1074* NAD 83(1986)-  39 22 40.     (N)    075 41 05.     (W)     SCALED    
 JU1074* NAVD 88     -        15.683  (meters)      51.45   (feet)  ADJUSTED  
 JU1074  ___________________________________________________________________
 JU1074  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JU1074  DYNAMIC HT  -          15.675 (meters)      51.43  (feet)  COMP
 JU1074  MODELED GRAV-     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 scaled from a topographic map and have
 JU1074.an estimated accuracy of +/- 6 seconds.
 JU1074
 JU1074.The orthometric height was determined by differential leveling
 JU1074.and adjusted in June 1991.
 JU1074
 JU1074.The geoid height was determined by GEOID03.
 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.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       -   152,980.      176,900.      MT  (+/- 180 meters Scaled)
 JU1074
 JU1074                          SUPERSEDED SURVEY CONTROL
 JU1074
 JU1074  NGVD 29 (??/??/??)   15.923  (m)           52.24   (f) ADJUSTED    1 1
 JU1074
 JU1074.Superseded values are not recommended for survey control.
 JU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1074.See file dsdata.txt to determine how the superseded data were derived.
 JU1074
 JU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ410589(NAD 83)
 JU1074_MARKER: DB = BENCH MARK DISK
 JU1074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1074_SP_SET: 53.9 FEET
 JU1074_STAMPING: A 38 1963
 JU1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1074
 JU1074  HISTORY     - Date     Condition        Report By
 JU1074  HISTORY     - 1963     MONUMENTED       CGS
 JU1074  HISTORY     - 1981     GOOD             UDE
 JU1074  HISTORY     - 19930130 GOOD             USPSQD
 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'ADD TO DESCRIPTION: THAT THIS MARK IS BACK IN THE CORNER OF THE
 JU1074'WOODEN AREA.
 JU1074
 JU1074                          STATION RECOVERY (1993)
 JU1074
 JU1074'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0737 ***********************************************************************
 HU0737  DESIGNATION -  A 4 RESET
 HU0737  PID         -  HU0737
 HU0737  STATE/COUNTY-  DE/KENT
 HU0737  USGS QUAD   -  HARRINGTON (1993)
 HU0737
 HU0737                         *CURRENT SURVEY CONTROL
 HU0737  ___________________________________________________________________
 HU0737* NAD 83(1986)-  38 53 47.     (N)    075 34 35.     (W)     SCALED    
 HU0737* NAVD 88     -        18.56   (meters)      60.9    (feet)  RESET     
 HU0737  ___________________________________________________________________
 HU0737  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 HU0737  VERT ORDER  -  THIRD
 HU0737
 HU0737.The horizontal coordinates were scaled from a topographic map and have
 HU0737.an estimated accuracy of +/- 6 seconds.
 HU0737
 HU0737.The orthometric height was computed from unverified reset data.
 HU0737.No vertical observational check was made to the station.
 HU0737
 HU0737.The geoid height was determined by GEOID03.
 HU0737
 HU0737;                    North         East    Units  Estimated Accuracy
 HU0737;SPC DE       -    99,520.      186,140.      MT  (+/- 180 meters Scaled)
 HU0737
 HU0737                          SUPERSEDED SURVEY CONTROL
 HU0737
 HU0737  NGVD 29 (??/??/??)   18.80   (m)           61.7    (f) RESET       3  
 HU0737
 HU0737.Superseded values are not recommended for survey control.
 HU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0737.See file dsdata.txt to determine how the superseded data were derived.
 HU0737
 HU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500054(NAD 83)
 HU0737_MARKER: DB = BENCH MARK DISK
 HU0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0737_STAMPING: A 4 RESET 1965
 HU0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0737+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1857 ***********************************************************************
 JU1857  DESIGNATION -  A 40
 JU1857  PID         -  JU1857
 JU1857  STATE/COUNTY-  DE/NEW CASTLE
 JU1857  USGS QUAD   -  SAINT GEORGES (1993)
 JU1857
 JU1857                         *CURRENT SURVEY CONTROL
 JU1857  ___________________________________________________________________
 JU1857* NAD 83(1986)-  39 36 26.4    (N)    075 43 23.5    (W)     HD_HELD2  
 JU1857* NAVD 88     -        16.378  (meters)      53.73   (feet)  ADJUSTED  
 JU1857  ___________________________________________________________________
 JU1857  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU1857  DYNAMIC HT  -          16.370 (meters)      53.71  (feet)  COMP
 JU1857  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 JU1857
 JU1857  VERT ORDER  -  FIRST     CLASS I
 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
 JU1857.and adjusted in June 1991.
 JU1857.WARNING-Repeat measurements at this control monument indicate possible
 JU1857.vertical movement.
 JU1857
 JU1857.The geoid height was determined by GEOID03.
 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       -   178,477.      173,675.      MT  (+/- 10 meters HH2 GPS)
 JU1857
 JU1857                          SUPERSEDED SURVEY CONTROL
 JU1857
 JU1857  NGVD 29 (01/10/92)   16.625  (m)           54.54   (f) ADJUSTED    1 1
 JU1857
 JU1857.Superseded values are not recommended for survey control.
 JU1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1857.See file dsdata.txt to determine how the superseded data were derived.
 JU1857
 JU1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3791684426(NAD 83)
 JU1857_MARKER: DB = BENCH MARK DISK
 JU1857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1857_SP_SET: BRIDGE
 JU1857_STAMPING: A 40 1971
 JU1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1857+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 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
 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'HANDHELD COORDINATES ARE N39-36-26.46 W075-43-23.58.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2526 ***********************************************************************
 HU2526  DESIGNATION -  A 42
 HU2526  PID         -  HU2526
 HU2526  STATE/COUNTY-  DE/SUSSEX
 HU2526  USGS QUAD   -  PITTSVILLE (1992)
 HU2526
 HU2526                         *CURRENT SURVEY CONTROL
 HU2526  ___________________________________________________________________
 HU2526* NAD 83(1986)-  38 27 07.     (N)    075 22 55.     (W)     SCALED    
 HU2526* NAVD 88     -        11.992  (meters)      39.34   (feet)  ADJUSTED  
 HU2526  ___________________________________________________________________
 HU2526  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 HU2526  DYNAMIC HT  -          11.985 (meters)      39.32  (feet)  COMP
 HU2526  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 HU2526
 HU2526  VERT ORDER  -  SECOND    CLASS I
 HU2526
 HU2526.The horizontal coordinates were scaled from a topographic map and have
 HU2526.an estimated accuracy of +/- 6 seconds.
 HU2526
 HU2526.The orthometric height was determined by differential leveling
 HU2526.and adjusted in June 1991.
 HU2526
 HU2526.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2526.See file dsdata.txt to determine how the superseded data were derived.
 HU2526
 HU2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH666560(NAD 83)
 HU2526_MARKER: I = METAL ROD
 HU2526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2526_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2668 ***********************************************************************
 HU2668  DESIGNATION -  A 42
 HU2668  PID         -  HU2668
 HU2668  STATE/COUNTY-  DE/SUSSEX
 HU2668  USGS QUAD   -  GEORGETOWN (1992)
 HU2668
 HU2668                         *CURRENT SURVEY CONTROL
 HU2668  ___________________________________________________________________
 HU2668* NAD 83(1986)-  38 40 47.40   (N)    075 23 38.49   (W)     HD_HELD1  
 HU2668* NAVD 88     -        14.558  (meters)      47.76   (feet)  ADJUSTED  
 HU2668  ___________________________________________________________________
 HU2668  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU2668  DYNAMIC HT  -          14.549 (meters)      47.73  (feet)  COMP
 HU2668  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 HU2668
 HU2668  VERT ORDER  -  SECOND    CLASS II
 HU2668
 HU2668.The horizontal coordinates were established by differentially corrected
 HU2668.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU2668
 HU2668.The orthometric height was determined by differential leveling
 HU2668.and adjusted in March 1994.
 HU2668
 HU2668.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2668
 HU2668.No superseded survey control is available for this station.
 HU2668
 HU2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6572781322(NAD 83)
 HU2668_MARKER: F = FLANGE-ENCASED ROD
 HU2668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2668_SP_SET: STAINLESS STEEL ROD
 HU2668_STAMPING: A 42 1990
 HU2668_MARK LOGO: NGS   
 HU2668_PROJECTION: RECESSED 2 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 - September 23, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0794 ***********************************************************************
 HU0794  DESIGNATION -  A 5
 HU0794  PID         -  HU0794
 HU0794  STATE/COUNTY-  DE/SUSSEX
 HU0794  USGS QUAD   -  HICKMAN (1993)
 HU0794
 HU0794                         *CURRENT SURVEY CONTROL
 HU0794  ___________________________________________________________________
 HU0794* NAD 83(1986)-  38 48 57.     (N)    075 37 46.     (W)     SCALED    
 HU0794* NAVD 88     -        17.442  (meters)      57.22   (feet)  ADJUSTED  
 HU0794  ___________________________________________________________________
 HU0794  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 HU0794  DYNAMIC HT  -          17.431 (meters)      57.19  (feet)  COMP
 HU0794  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 HU0794
 HU0794  VERT ORDER  -  SECOND    CLASS 0
 HU0794
 HU0794.The horizontal coordinates were scaled from a topographic map and have
 HU0794.an estimated accuracy of +/- 6 seconds.
 HU0794
 HU0794.The orthometric height was determined by differential leveling
 HU0794.and adjusted in June 1991.
 HU0794
 HU0794.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0794
 HU0794  NGVD 29 (??/??/??)   17.687  (m)           58.03   (f) ADJUSTED    2 0
 HU0794
 HU0794.Superseded values are not recommended for survey control.
 HU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0794.See file dsdata.txt to determine how the superseded data were derived.
 HU0794
 HU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH453965(NAD 83)
 HU0794_MARKER: DB = BENCH MARK DISK
 HU0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0794_STAMPING: A 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0967 ***********************************************************************
 HU0967  DESIGNATION -  A 65
 HU0967  PID         -  HU0967
 HU0967  STATE/COUNTY-  DE/SUSSEX
 HU0967  USGS QUAD   -  SEAFORD WEST (1992)
 HU0967
 HU0967                         *CURRENT SURVEY CONTROL
 HU0967  ___________________________________________________________________
 HU0967* NAD 83(1991)-  38 37 59.77631(N)    075 42 53.47149(W)     ADJUSTED  
 HU0967* NAVD 88     -        13.416  (meters)      44.02   (feet)  ADJUSTED  
 HU0967  ___________________________________________________________________
 HU0967  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HU0967  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU0967  DYNAMIC HT  -          13.408 (meters)      43.99  (feet)  COMP
 HU0967  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 HU0967
 HU0967  HORZ ORDER  -  SECOND
 HU0967  VERT ORDER  -  SECOND    CLASS 0
 HU0967
 HU0967.The horizontal coordinates were established by classical geodetic methods
 HU0967.and adjusted by the National Geodetic Survey in January 1992.
 HU0967
 HU0967.The orthometric height was determined by differential leveling
 HU0967.and adjusted in June 1991.
 HU0967
 HU0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0967
 HU0967.The geoid height was determined by GEOID03.
 HU0967
 HU0967.The dynamic height is computed by dividing the NAVD 88
 HU0967.geopotential number by the normal gravity value computed on the
 HU0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0967.degrees latitude (g = 980.6199 gals.).
 HU0967
 HU0967.The modeled gravity was interpolated from observed gravity values.
 HU0967
 HU0967;                    North         East     Units Scale Factor Converg.
 HU0967;SPC DE       -    70,336.503   174,036.468   MT  1.00000330   -0 11 10.2
 HU0967;SPC DE       -   230,762.34    570,984.65   sFT  1.00000330   -0 11 10.2
 HU0967;SPC MD       -   108,084.478   511,891.728   MT  0.99995876   +0 48 23.8
 HU0967;SPC MD       -   354,607.16  1,679,431.44   sFT  0.99995876   +0 48 23.8
 HU0967;UTM  18      - 4,276,323.910   437,780.987   MT  0.99964767   -0 26 46.8
 HU0967
 HU0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0967!SPC DE       -   1.00000346  x   1.00000330  =   1.00000676
 HU0967!SPC MD       -   1.00000346  x   0.99995876  =   0.99996222
 HU0967!UTM  18      -   1.00000346  x   0.99964767  =   0.99965113
 HU0967
 HU0967                          SUPERSEDED SURVEY CONTROL
 HU0967
 HU0967  NAD 83(1986)-  38 37 59.77081(N)    075 42 53.49013(W) AD(       ) 2
 HU0967  NAD 27      -  38 37 59.35430(N)    075 42 54.72650(W) AD(       ) 2
 HU0967  NGVD 29 (??/??/??)   13.659  (m)           44.81   (f) ADJUSTED    2 0
 HU0967
 HU0967.Superseded values are not recommended for survey control.
 HU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0967.See file dsdata.txt to determine how the superseded data were derived.
 HU0967
 HU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3778176324(NAD 83)
 HU0967_MARKER: DB = BENCH MARK DISK
 HU0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0967_STAMPING: A 65 1942
 HU0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0967+STABILITY: SURFACE MOTION
 HU0967
 HU0967  HISTORY     - Date     Condition        Report By
 HU0967  HISTORY     - 1962     MONUMENTED       CGS
 HU0967  HISTORY     - 1962     GOOD             CGS
 HU0967  HISTORY     - 1975     MARK NOT FOUND   NGS
 HU0967
 HU0967                          STATION DESCRIPTION
 HU0967
 HU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0967'THE BENCH MARK, A STANDARD COAST AND GEODETIC SURVEY
 HU0967'BENCH MARK DISK STAMPED A65 1942, IS SET IN TOP OF A 6 INCH
 HU0967'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE THE
 HU0967'SURFACE OF THE GROUND.  IT IS 91.0 FEET NORTHWEST OF THE
 HU0967'CENTERLINE OF THE INTERSECTION OF A DRIVEWAY, 24.3 FEET
 HU0967'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 4.0 FEET WEST
 HU0967'OF A STANDARD METAL WITNESS POST AND MARKER, 1.0 FEET
 HU0967'SOUTHWEST OF A FENCE LINE AND ABOUT 1.0 FOOT LOWER THAN THE
 HU0967'SURFACE OF THE HIGHWAY.
 HU0967'
 HU0967'TO REACH BENCH MARK A65, GO NORTH ON THE
 HU0967'STATE LINE ROAD FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 HU0967'20 AND STATE HIGHWAY 577.  TURN LEFT AND GO SOUTHWEST ON
 HU0967'U.S. HIGHWAY 20 FOR 0.4 MILE TO A STANDARD METAL WITNESS POST AND
 HU0967'MARKER AND MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.
 HU0967
 HU0967                          STATION RECOVERY (1962)
 HU0967
 HU0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0967'0.4 MI SW FROM RELIANCE.
 HU0967'0.4 MILE SOUTHWEST ALONG HIGHWAY 20 FROM THE T JUNCTION OF
 HU0967'HIGHWAY 20 AND ROAD NUMBER 577 AT RELIANCE, DORCHESTER COUNTY,
 HU0967'24.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 HU0967'SOUTHEAST OF A FENCE, 92.5 FEET WEST AND ACROSS THE HIGHWAY FROM
 HU0967'A DIRT ROAD WHICH LEADS TO A 2-STORY UNPAINTED HOUSE, 2.0 FEET
 HU0967'FROM A STANDARD REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE
 HU0967'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN 1943 THAT THIS
 HU0967'MARK IS ACROSS THE ROAD FROM HIGHWAY STATION 31 ON ROUTE 392.
 HU0967
 HU0967                          STATION RECOVERY (1975)
 HU0967
 HU0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HU0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0348 ***********************************************************************
 HU0348  DESIGNATION -  A 9
 HU0348  PID         -  HU0348
 HU0348  STATE/COUNTY-  DE/SUSSEX
 HU0348  USGS QUAD   -  SELBYVILLE (1992)
 HU0348
 HU0348                         *CURRENT SURVEY CONTROL
 HU0348  ___________________________________________________________________
 HU0348* NAD 83(1986)-  38 27 54.     (N)    075 14 27.     (W)     SCALED    
 HU0348* NAVD 88     -        12.122  (meters)      39.77   (feet)  ADJUSTED  
 HU0348  ___________________________________________________________________
 HU0348  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 HU0348  DYNAMIC HT  -          12.115 (meters)      39.75  (feet)  COMP
 HU0348  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 HU0348
 HU0348  VERT ORDER  -  SECOND    CLASS 0
 HU0348
 HU0348.The horizontal coordinates were scaled from a topographic map and have
 HU0348.an estimated accuracy of +/- 6 seconds.
 HU0348
 HU0348.The orthometric height was determined by differential leveling
 HU0348.and adjusted in June 1991.
 HU0348
 HU0348.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0348
 HU0348  NGVD 29 (??/??/??)   12.362  (m)           40.56   (f) ADJUSTED    2 0
 HU0348
 HU0348.Superseded values are not recommended for survey control.
 HU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0348.See file dsdata.txt to determine how the superseded data were derived.
 HU0348
 HU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH789574(NAD 83)
 HU0348_MARKER: DB = BENCH MARK DISK
 HU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0348_STAMPING: A 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1400 ***********************************************************************
 HU1400  DESIGNATION -  ADEES RED ROOFED HOUSE CHIMNEY
 HU1400  PID         -  HU1400
 HU1400  STATE/COUNTY-  DE/SUSSEX
 HU1400  USGS QUAD   -  BETHANY BEACH (1991)
 HU1400
 HU1400                         *CURRENT SURVEY CONTROL
 HU1400  ___________________________________________________________________
 HU1400* NAD 83(1991)-  38 32 39.22438(N)    075 03 18.30242(W)     ADJUSTED  
 HU1400* NAVD 88     -              **(meters)            **(feet)            
 HU1400  ___________________________________________________________________
 HU1400  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HU1400  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU1400  HORZ ORDER  -  THIRD
 HU1400
 HU1400.The horizontal coordinates were established by classical geodetic methods
 HU1400.and adjusted by the National Geodetic Survey in January 1992.
 HU1400
 HU1400
 HU1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1400
 HU1400.The geoid height was determined by GEOID03.
 HU1400
 HU1400;                    North         East     Units Scale Factor Converg.
 HU1400;SPC DE       -    60,471.985   231,522.448   MT  1.00000723   +0 13 31.1
 HU1400;SPC DE       -   198,398.50    759,586.56   sFT  1.00000723   +0 13 31.1
 HU1400;UTM  18      - 4,266,202.601   495,199.730   MT  0.99960028   -0 02 03.6
 HU1400
 HU1400                          SUPERSEDED SURVEY CONTROL
 HU1400
 HU1400  NAD 83(1986)-  38 32 39.20623(N)    075 03 18.32137(W) AD(       ) 4
 HU1400  NAD 27      -  38 32 38.80100(N)    075 03 19.67400(W) AD(       ) 3
 HU1400
 HU1400.Superseded values are not recommended for survey control.
 HU1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1400.See file dsdata.txt to determine how the superseded data were derived.
 HU1400
 HU1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9520066203(NAD 83)
 HU1400_MARKER: 85 = CHIMNEY
 HU1400
 HU1400  HISTORY     - Date     Condition        Report By
 HU1400  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1400  HISTORY     - 1934     GOOD             CGS
 HU1400  HISTORY     - 1958     GOOD             CGS
 HU1400  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1400
 HU1400                          STATION DESCRIPTION
 HU1400
 HU1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1400'STATION OBSERVED FROM FENWICK LIGHTHOUSE AND ISLAND.
 HU1400
 HU1400                          STATION RECOVERY (1934)
 HU1400
 HU1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1400'STATION RECOVERED IN GOOD CONDITION, APPARENTLY IN PLACE.  LOCATED
 HU1400'NEAR THE N END OF BETHANY BEACH.  A LARGE RED ROOFED COTTAGE
 HU1400'WITH A LARGE CHIMNEY IN THE CENTER OF THE ROOF OF THE MAIN
 HU1400'PART OF THE HOUSE.  THIS CHIMNEY WAS TAKEN TO BE THE STATION.
 HU1400
 HU1400                          STATION RECOVERY (1958)
 HU1400
 HU1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1400'STATION RECOVERED AS DESCRIBED.  THE OLD HOUSE AND CHIMNEY ARE
 HU1400'STILL THERE, THE HOUSE IS NOW COVERED WITH SHINGLE SIDING.
 HU1400
 HU1400                          STATION RECOVERY (1961)
 HU1400
 HU1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1400'LOST.  THERE IS NO HOUSE WHICH FITS THE DESCRIPTION FOR THIS
 HU1400'STATION.  SOME BUILDING MIGHT STILL BE IN PLACE BUT COULD BE
 HU1400'IDENTIFIED ONLY BY MORE EXTENSIVE SURVEY METHODS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0047 ***********************************************************************
 HU0047  DESIGNATION -  AHEM
 HU0047  PID         -  HU0047
 HU0047  STATE/COUNTY-  DE/SUSSEX
 HU0047  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0047
 HU0047                         *CURRENT SURVEY CONTROL
 HU0047  ___________________________________________________________________
 HU0047* NAD 83(1986)-  38 56 50.     (N)    075 18 55.     (W)     SCALED    
 HU0047* NAVD 88     -         0.879  (meters)       2.88   (feet)  ADJUSTED  
 HU0047  ___________________________________________________________________
 HU0047  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0047  DYNAMIC HT  -           0.878 (meters)       2.88  (feet)  COMP
 HU0047  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 HU0047
 HU0047  VERT ORDER  -  SECOND    CLASS 0
 HU0047
 HU0047.The horizontal coordinates were scaled from a topographic map and have
 HU0047.an estimated accuracy of +/- 6 seconds.
 HU0047
 HU0047.The orthometric height was determined by differential leveling
 HU0047.and adjusted in June 1991.
 HU0047
 HU0047.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0047
 HU0047  NGVD 29 (??/??/??)    1.117  (m)            3.66   (f) ADJUSTED    2 0
 HU0047
 HU0047.Superseded values are not recommended for survey control.
 HU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0047.See file dsdata.txt to determine how the superseded data were derived.
 HU0047
 HU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0047_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0047_SP_SET: CONC TILE
 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 = MARCH  2, 2009
 JU3675 ***********************************************************************
 JU3675  DESIGNATION -  AIRPORT BCN CO APT WILMINGTON
 JU3675  PID         -  JU3675
 JU3675  STATE/COUNTY-  DE/NEW CASTLE
 JU3675  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3675
 JU3675                         *CURRENT SURVEY CONTROL
 JU3675  ___________________________________________________________________
 JU3675* NAD 83(1991)-  39 40 29.57076(N)    075 35 53.14911(W)     ADJUSTED  
 JU3675* NAVD 88     -              **(meters)            **(feet)            
 JU3675  ___________________________________________________________________
 JU3675  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU3675  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU3675  HORZ ORDER  -  THIRD
 JU3675
 JU3675.The horizontal coordinates were established by classical geodetic methods
 JU3675.and adjusted by the National Geodetic Survey in January 1992.
 JU3675
 JU3675
 JU3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3675
 JU3675.The geoid height was determined by GEOID03.
 JU3675
 JU3675;                    North         East     Units Scale Factor Converg.
 JU3675;SPC DE       -   185,947.336   184,433.812   MT  0.99999798   -0 06 57.0
 JU3675;SPC DE       -   610,062.22    605,096.60   sFT  0.99999798   -0 06 57.0
 JU3675;SPC NJ       -    93,995.917    55,794.405   MT  1.00000923   -0 42 04.0
 JU3675;SPC NJ       -   308,384.94    183,052.14   sFT  1.00000923   -0 42 04.0
 JU3675;UTM  18      - 4,391,844.107   448,705.147   MT  0.99963239   -0 22 54.7
 JU3675
 JU3675                          SUPERSEDED SURVEY CONTROL
 JU3675
 JU3675  NAD 83(1986)-  39 40 29.56514(N)    075 35 53.15714(W) AD(       ) 4
 JU3675  NAD 27      -  39 40 29.16700(N)    075 35 54.43100(W) AD(       ) 3
 JU3675
 JU3675.Superseded values are not recommended for survey control.
 JU3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3675.See file dsdata.txt to determine how the superseded data were derived.
 JU3675
 JU3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4870591844(NAD 83)
 JU3675_MARKER: 21 = AIRPORT BEACON
 JU3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3675+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 JU3675
 JU3675  HISTORY     - Date     Condition        Report By
 JU3675  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3675  HISTORY     - 1975     GOOD             NGS
 JU3675  HISTORY     - 19940615 GOOD             CGS
 JU3675  HISTORY     - 20011203 GOOD             NGS
 JU3675  HISTORY     - 20030322 GOOD             USPSQD
 JU3675  HISTORY     - 20080729 MARK NOT FOUND   UE
 JU3675
 JU3675                          STATION DESCRIPTION
 JU3675
 JU3675'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3675'STATION IS LOCATED ON TOP OF THE AIRPORT CONTROL TOWER WHICH
 JU3675'IS ABOUT 0.1 MILE NORTH OF U.S. HWY 40, 5-1/2 MILES WEST OF
 JU3675'WILMINGTON, 2 MILES WEST-NORTHWEST OF NEW CASTLE.
 JU3675'
 JU3675'IT IS A LARGE REVOLVING GREEN AND WHITE LIGHT, 70 FEET IN
 JU3675'HEIGHT.  POINT OBSERVED WAS THE LIGHT.
 JU3675
 JU3675                          STATION RECOVERY (1975)
 JU3675
 JU3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3675'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JU3675
 JU3675                          STATION RECOVERY (1994)
 JU3675
 JU3675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1994 (APF)
 JU3675'THE STATION IS LOCATED AT THE GREATER WILMINGTON-NEW CASTLE COUNTY
 JU3675'AIRPORT ON THE AIR TERMINAL BUILDING ON THE TOP AND CENTER OF THE
 JU3675'CONTROL TOWER.  THE MARK IS THE CENTER OF THE SPINDLE SUPPORTING THE
 JU3675'BEACON.
 JU3675
 JU3675                          STATION RECOVERY (2001)
 JU3675
 JU3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3675
 JU3675                          STATION RECOVERY (2003)
 JU3675
 JU3675'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3675'RECOVERED IN GOOD CONDITION.
 JU3675
 JU3675                          STATION RECOVERY (2008)
 JU3675
 JU3675'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU3675'BEACON LIGHT APPEARS TO HAVE BEEN REMOVED. THERE IS ANOTHER CONTROL
 JU3675'TOWER 1,080 FEET NNW OF THE ORIGINAL CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3678 ***********************************************************************
 JU3678  DESIGNATION -  AIRWAY BEACON 66A
 JU3678  PID         -  JU3678
 JU3678  STATE/COUNTY-  DE/NEW CASTLE
 JU3678  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3678
 JU3678                         *CURRENT SURVEY CONTROL
 JU3678  ___________________________________________________________________
 JU3678* NAD 83(1991)-  39 42 11.61419(N)    075 31 47.12922(W)     ADJUSTED  
 JU3678* NAVD 88     -              **(meters)            **(feet)            
 JU3678  ___________________________________________________________________
 JU3678  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JU3678  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU3678  HORZ ORDER  -  THIRD
 JU3678
 JU3678.The horizontal coordinates were established by classical geodetic methods
 JU3678.and adjusted by the National Geodetic Survey in January 1992.
 JU3678
 JU3678
 JU3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3678
 JU3678.The geoid height was determined by GEOID03.
 JU3678
 JU3678;                    North         East     Units Scale Factor Converg.
 JU3678;SPC DE       -   189,084.852   190,301.055   MT  0.99999616   -0 04 20.1
 JU3678;SPC DE       -   620,355.89    624,346.04   sFT  0.99999616   -0 04 20.1
 JU3678;SPC NJ       -    97,073.335    61,693.432   MT  0.99999598   -0 39 28.3
 JU3678;SPC NJ       -   318,481.43    202,405.87   sFT  0.99999598   -0 39 28.3
 JU3678;UTM  18      - 4,394,953.195   454,584.732   MT  0.99962539   -0 20 18.3
 JU3678
 JU3678                          SUPERSEDED SURVEY CONTROL
 JU3678
 JU3678  NAD 83(1986)-  39 42 11.60894(N)    075 31 47.13534(W) AD(       ) 4
 JU3678  NAD 27      -  39 42 11.20600(N)    075 31 48.41100(W) AD(       ) 3
 JU3678
 JU3678.Superseded values are not recommended for survey control.
 JU3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3678.See file dsdata.txt to determine how the superseded data were derived.
 JU3678
 JU3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5458594953(NAD 83)
 JU3678_MARKER: 22 = AIRWAY BEACON
 JU3678
 JU3678  HISTORY     - Date     Condition        Report By
 JU3678  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3678
 JU3678                          STATION DESCRIPTION
 JU3678
 JU3678'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2037 ***********************************************************************
 HU2037  DESIGNATION -  ALLEN
 HU2037  PID         -  HU2037
 HU2037  STATE/COUNTY-  DE/SUSSEX
 HU2037  USGS QUAD   -  SEAFORD WEST (1992)
 HU2037
 HU2037                         *CURRENT SURVEY CONTROL
 HU2037  ___________________________________________________________________
 HU2037* NAD 83(1991)-  38 40 39.06577(N)    075 42 37.83730(W)     ADJUSTED  
 HU2037* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 HU2037  ___________________________________________________________________
 HU2037  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 HU2037  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2037
 HU2037.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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| HU2058 FEDERALSBURG MUN TANK               APPROX. 6.2 KM 2873003.5 |
 HU2037| HU2059 FEDERALSBURG SERV TRUCKING MST      APPROX. 6.7 KM 2894613.1 |
 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    3  
 HU2037
 HU2037.Superseded values are not recommended for survey control.
 HU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2037.See file dsdata.txt to determine how the superseded data were derived.
 HU2037
 HU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3819781231(NAD 83)
 HU2037_MARKER: DS = TRIANGULATION STATION DISK
 HU2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2037
 HU2037  HISTORY     - Date     Condition        Report By
 HU2037  HISTORY     - 1962     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1743 ***********************************************************************
 HU1743  DESIGNATION -  ANDREWS
 HU1743  PID         -  HU1743
 HU1743  STATE/COUNTY-  DE/SUSSEX
 HU1743  USGS QUAD   -  DELMAR (1992)
 HU1743
 HU1743                         *CURRENT SURVEY CONTROL
 HU1743  ___________________________________________________________________
 HU1743* NAD 83(1991)-  38 27 17.83010(N)    075 31 49.93831(W)     ADJUSTED  
 HU1743* NAVD 88     -        15.2    (meters)      50.     (feet)  VERTCON   
 HU1743  ___________________________________________________________________
 HU1743  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HU1743  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1743
 HU1743.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1743
 HU1743.Superseded values are not recommended for survey control.
 HU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1743.See file dsdata.txt to determine how the superseded data were derived.
 HU1743
 HU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5370956428(NAD 83)
 HU1743_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1743_SP_SET: CONCRETE POST
 HU1743_STAMPING: ANDREWS 1974
 HU1743_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0164 ***********************************************************************
 HU0164  DESIGNATION -  AP STA B
 HU0164  PID         -  HU0164
 HU0164  STATE/COUNTY-  DE/SUSSEX
 HU0164  USGS QUAD   -  HARBESON (1992)
 HU0164
 HU0164                         *CURRENT SURVEY CONTROL
 HU0164  ___________________________________________________________________
 HU0164* NAD 83(1986)-  38 41 05.     (N)    075 21 54.     (W)     SCALED    
 HU0164* NAVD 88     -        14.734  (meters)      48.34   (feet)  ADJUSTED  
 HU0164  ___________________________________________________________________
 HU0164  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0164  DYNAMIC HT  -          14.725 (meters)      48.31  (feet)  COMP
 HU0164  MODELED GRAV-     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 topographic map and have
 HU0164.an estimated accuracy of +/- 6 seconds.
 HU0164
 HU0164.The orthometric height was determined by differential leveling
 HU0164.and adjusted in June 1991.
 HU0164
 HU0164.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0164
 HU0164  NGVD 29 (??/??/??)   14.972  (m)           49.12   (f) ADJUSTED    2 0
 HU0164
 HU0164.Superseded values are not recommended for survey control.
 HU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0164.See file dsdata.txt to determine how the superseded data were derived.
 HU0164
 HU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH682818(NAD 83)
 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 = MARCH  2, 2009
 JU3437 ***********************************************************************
 JU3437  DESIGNATION -  APPOQUINIMINK
 JU3437  PID         -  JU3437
 JU3437  STATE/COUNTY-  DE/NEW CASTLE
 JU3437  USGS QUAD   -  MIDDLETOWN (1993)
 JU3437
 JU3437                         *CURRENT SURVEY CONTROL
 JU3437  ___________________________________________________________________
 JU3437* NAD 83(1991)-  39 27 09.07475(N)    075 39 17.23857(W)     ADJUSTED  
 JU3437* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3437  ___________________________________________________________________
 JU3437  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 JU3437  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3437
 JU3437.The geoid height was determined by GEOID03.
 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  =   0.99964406
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3437.See file dsdata.txt to determine how the superseded data were derived.
 JU3437
 JU3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4366367200(NAD 83)
 JU3437_MARKER: DS = TRIANGULATION STATION DISK
 JU3437_SETTING: 0 = UNSPECIFIED SETTING
 JU3437
 JU3437  HISTORY     - Date     Condition        Report By
 JU3437  HISTORY     - 1933     MONUMENTED       CGS
 JU3437  HISTORY     - 1953     SEE DESCRIPTION  USGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0783 ***********************************************************************
 JU0783  DESIGNATION -  ARCHEMERE
 JU0783  PID         -  JU0783
 JU0783  STATE/COUNTY-  DE/NEW CASTLE
 JU0783  USGS QUAD   -  MARCUS HOOK (1993)
 JU0783
 JU0783                         *CURRENT SURVEY CONTROL
 JU0783  ___________________________________________________________________
 JU0783* NAD 83(1991)-  39 48 15.62205(N)    075 27 15.02427(W)     ADJUSTED  
 JU0783* NAVD 88     -        28.048  (meters)      92.02   (feet)  ADJUSTED  
 JU0783  ___________________________________________________________________
 JU0783  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU0783  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0783  DYNAMIC HT  -          28.035 (meters)      91.98  (feet)  COMP
 JU0783  MODELED GRAV-     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
 JU0783.and adjusted in June 1991.
 JU0783
 JU0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0783
 JU0783.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000076  x   0.99999513  =   0.99999589
 JU0783!SPC NJ       -   1.00000076  x   0.99998216  =   0.99998292
 JU0783!SPC PA S     -   1.00000076  x   1.00002268  =   1.00002344
 JU0783!UTM  18      -   1.00000076  x   0.99961861  =   0.99961937
 JU0783
 JU0783:                Primary Azimuth Mark                     Grid Az
 JU0783:SPC DE       -  WILMINGTON SUN OIL SURG HOPPER           069 43 50.3
 JU0783:SPC NJ       -  WILMINGTON SUN OIL SURG HOPPER           070 19 03.0
 JU0783:SPC PA S     -  WILMINGTON SUN OIL SURG HOPPER           068 13 01.6
 JU0783:UTM  18      -  WILMINGTON SUN OIL SURG HOPPER           069 59 50.6
 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)   28.317  (m)           92.90   (f) ADJUSTED    1 2
 JU0783
 JU0783.Superseded values are not recommended for survey control.
 JU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0783.See file dsdata.txt to determine how the superseded data were derived.
 JU0783
 JU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6112106140(NAD 83)
 JU0783_MARKER: DS = TRIANGULATION STATION DISK
 JU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0783_STAMPING: ARCHEMERE 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0784 ***********************************************************************
 JU0784  DESIGNATION -  ARCHEMERE RM 1
 JU0784  PID         -  JU0784
 JU0784  STATE/COUNTY-  DE/NEW CASTLE
 JU0784  USGS QUAD   -  MARCUS HOOK (1993)
 JU0784
 JU0784                         *CURRENT SURVEY CONTROL
 JU0784  ___________________________________________________________________
 JU0784* NAD 83(1986)-  39 48 16.     (N)    075 27 16.     (W)     SCALED    
 JU0784* NAVD 88     -        27.643  (meters)      90.69   (feet)  ADJUSTED  
 JU0784  ___________________________________________________________________
 JU0784  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0784  DYNAMIC HT  -          27.631 (meters)      90.65  (feet)  COMP
 JU0784  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 JU0784
 JU0784  VERT ORDER  -  FIRST     CLASS II
 JU0784
 JU0784.The horizontal coordinates were scaled from a topographic map and have
 JU0784.an estimated accuracy of +/- 6 seconds.
 JU0784
 JU0784.The orthometric height was determined by differential leveling
 JU0784.and adjusted in June 1991.
 JU0784.WARNING-Repeat measurements at this control monument indicate possible
 JU0784.vertical movement.
 JU0784
 JU0784.The geoid height was determined by GEOID03.
 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       -   200,320.      196,770.      MT  (+/- 180 meters Scaled)
 JU0784
 JU0784                          SUPERSEDED SURVEY CONTROL
 JU0784
 JU0784  NGVD 29 (01/10/92)   27.913  (m)           91.58   (f) ADJUSTED    1 2
 JU0784
 JU0784.Superseded values are not recommended for survey control.
 JU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0784.See file dsdata.txt to determine how the superseded data were derived.
 JU0784
 JU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK610061(NAD 83)
 JU0784_MARKER: DR = REFERENCE MARK DISK
 JU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0784_STAMPING: ARCHEMERE NO 1 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0785 ***********************************************************************
 JU0785  DESIGNATION -  ARCHEMERE RM 2
 JU0785  PID         -  JU0785
 JU0785  STATE/COUNTY-  DE/NEW CASTLE
 JU0785  USGS QUAD   -  MARCUS HOOK (1993)
 JU0785
 JU0785                         *CURRENT SURVEY CONTROL
 JU0785  ___________________________________________________________________
 JU0785* NAD 83(1986)-  39 48 16.     (N)    075 27 16.     (W)     SCALED    
 JU0785* NAVD 88     -        28.371  (meters)      93.08   (feet)  ADJUSTED  
 JU0785  ___________________________________________________________________
 JU0785  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0785  DYNAMIC HT  -          28.359 (meters)      93.04  (feet)  COMP
 JU0785  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 JU0785
 JU0785  VERT ORDER  -  FIRST     CLASS II
 JU0785
 JU0785.The horizontal coordinates were scaled from a topographic map and have
 JU0785.an estimated accuracy of +/- 6 seconds.
 JU0785
 JU0785.The orthometric height was determined by differential leveling
 JU0785.and adjusted in June 1991.
 JU0785.WARNING-Repeat measurements at this control monument indicate possible
 JU0785.vertical movement.
 JU0785
 JU0785.The geoid height was determined by GEOID03.
 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       -   200,320.      196,770.      MT  (+/- 180 meters Scaled)
 JU0785
 JU0785                          SUPERSEDED SURVEY CONTROL
 JU0785
 JU0785  NGVD 29 (01/10/92)   28.641  (m)           93.97   (f) ADJUSTED    1 2
 JU0785
 JU0785.Superseded values are not recommended for survey control.
 JU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0785.See file dsdata.txt to determine how the superseded data were derived.
 JU0785
 JU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK610061(NAD 83)
 JU0785_MARKER: DR = REFERENCE MARK DISK
 JU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0785_STAMPING: ARCHEMERE NO 2 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0165 ***********************************************************************
 HU0165  DESIGNATION -  ARP
 HU0165  PID         -  HU0165
 HU0165  STATE/COUNTY-  DE/SUSSEX
 HU0165  USGS QUAD   -  HARBESON (1992)
 HU0165
 HU0165                         *CURRENT SURVEY CONTROL
 HU0165  ___________________________________________________________________
 HU0165* NAD 83(1986)-  38 41 23.     (N)    075 21 37.     (W)     SCALED    
 HU0165* NAVD 88     -        15.030  (meters)      49.31   (feet)  ADJUSTED  
 HU0165  ___________________________________________________________________
 HU0165  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0165  DYNAMIC HT  -          15.021 (meters)      49.28  (feet)  COMP
 HU0165  MODELED GRAV-     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 topographic map and have
 HU0165.an estimated accuracy of +/- 6 seconds.
 HU0165
 HU0165.The orthometric height was determined by differential leveling
 HU0165.and adjusted in June 1991.
 HU0165
 HU0165.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0165
 HU0165  NGVD 29 (??/??/??)   15.267  (m)           50.09   (f) ADJUSTED    2 0
 HU0165
 HU0165.Superseded values are not recommended for survey control.
 HU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0165.See file dsdata.txt to determine how the superseded data were derived.
 HU0165
 HU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH686824(NAD 83)
 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             CGS
 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 COAST AND 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 = MARCH  2, 2009
 HU2041 ***********************************************************************
 HU2041  DESIGNATION -  ATLANTA
 HU2041  PID         -  HU2041
 HU2041  STATE/COUNTY-  DE/SUSSEX
 HU2041  USGS QUAD   -  SEAFORD WEST (1992)
 HU2041
 HU2041                         *CURRENT SURVEY CONTROL
 HU2041  ___________________________________________________________________
 HU2041* NAD 83(1991)-  38 42 20.39957(N)    075 42 46.29153(W)     ADJUSTED  
 HU2041* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 HU2041  ___________________________________________________________________
 HU2041  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 HU2041  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2041
 HU2041.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 HU2041| PID    Reference Object                     Distance      Geod. Az  |
 HU2041|                                                           dddmmss.s |
 HU2041| DC7799 ATLANTA RM 1                         13.468 METERS 15815     |
 HU2041| HU2051 TANYARD RM 3 1962                   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    3  
 HU2041
 HU2041.Superseded values are not recommended for survey control.
 HU2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2041.See file dsdata.txt to determine how the superseded data were derived.
 HU2041
 HU2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3801784356(NAD 83)
 HU2041_MARKER: DS = TRIANGULATION STATION DISK
 HU2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2041
 HU2041  HISTORY     - Date     Condition        Report By
 HU2041  HISTORY     - 1962     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2049 ***********************************************************************
 HU2049  DESIGNATION -  ATLANTA AZIMUTH MARK
 HU2049  PID         -  HU2049
 HU2049  STATE/COUNTY-  DE/SUSSEX
 HU2049  USGS QUAD   -  SEAFORD WEST (1992)
 HU2049
 HU2049                         *CURRENT SURVEY CONTROL
 HU2049  ___________________________________________________________________
 HU2049* NAD 83(1991)-  38 41 50.49149(N)    075 42 47.81772(W)     ADJUSTED  
 HU2049* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 HU2049  ___________________________________________________________________
 HU2049  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 HU2049  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU2049  HORZ ORDER  -  SECOND
 HU2049
 HU2049.The horizontal coordinates were established by classical geodetic methods
 HU2049.and adjusted by the National Geodetic Survey in January 1992.
 HU2049
 HU2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2049
 HU2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2049
 HU2049.The geoid height was determined by GEOID03.
 HU2049
 HU2049;                    North         East     Units Scale Factor Converg.
 HU2049;SPC DE       -    77,450.347   174,196.224   MT  1.00000320   -0 11 07.6
 HU2049;SPC DE       -   254,101.68    571,508.78   sFT  1.00000320   -0 11 07.6
 HU2049;SPC MD       -   115,199.690   511,928.186   MT  0.99995467   +0 48 27.3
 HU2049;SPC MD       -   377,950.98  1,679,551.06   sFT  0.99995467   +0 48 27.3
 HU2049;UTM  18      - 4,283,434.425   437,972.996   MT  0.99964738   -0 26 45.5
 HU2049
 HU2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2049!SPC DE       -   1.00000319  x   1.00000320  =   1.00000639
 HU2049!SPC MD       -   1.00000319  x   0.99995467  =   0.99995786
 HU2049!UTM  18      -   1.00000319  x   0.99964738  =   0.99965057
 HU2049
 HU2049:                Primary Azimuth Mark                     Grid Az
 HU2049:SPC DE       -  ATLANTA                                  002 28 30.7
 HU2049:SPC MD       -  ATLANTA                                  001 28 55.8
 HU2049:UTM  18      -  ATLANTA                                  002 44 08.6
 HU2049
 HU2049|---------------------------------------------------------------------|
 HU2049| PID    Reference Object                     Distance      Geod. Az  |
 HU2049|                                                           dddmmss.s |
 HU2049| HU2041 ATLANTA                             APPROX. 0.9 KM 0021723.1 |
 HU2049| HU2051 TANYARD RM 3 1962                   APPROX. 0.5 KM 1801347.1 |
 HU2049|---------------------------------------------------------------------|
 HU2049
 HU2049                          SUPERSEDED SURVEY CONTROL
 HU2049
 HU2049  NAD 83(1986)-  38 41 50.48552(N)    075 42 47.83511(W) AD(       ) 2
 HU2049  NAD 27      -  38 41 50.07780(N)    075 42 49.07750(W) AD(       ) 2
 HU2049  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG    3  
 HU2049
 HU2049.Superseded values are not recommended for survey control.
 HU2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2049.See file dsdata.txt to determine how the superseded data were derived.
 HU2049
 HU2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3797383434(NAD 83)
 HU2049_MARKER: DZ = AZIMUTH MARK DISK
 HU2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2049+STABILITY: SURFACE MOTION
 HU2049
 HU2049  HISTORY     - Date     Condition        Report By
 HU2049  HISTORY     - 1962     MONUMENTED       CGS
 HU2049
 HU2049                          STATION DESCRIPTION
 HU2049
 HU2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2049'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A DRIVEWAY,
 HU2049'BETWEEN TWO CULTIVATED FIELDS, ABOUT 6.5 MILES WEST-SOUTHWEST
 HU2049'OF BRIDGEVILLE AND 3.5 MILES EAST-NORTHEAST OF FEDERALSBURG,
 HU2049'MARYLAND AND IS ON PROPERTY OWNED BY WILLIAM HASSET.
 HU2049'
 HU2049'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2049'AND CENTRAL AVENUE IN FEDERALSBURG.  GO EAST ON STATE HIGHWAY
 HU2049'318 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS 306 AND
 HU2049'318.  TAKE THE RIGHT HAND FORK AND GO EAST-NORTHEAST ON STATE
 HU2049'HIGHWAY 318 FOR 2.75 MILE TO A PAVED SIDE ROAD ON THE RIGHT
 HU2049'AND A CHURCH BUILDING ON THE LEFT HAND SIDE OF THE
 HU2049'HIGHWAY.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD
 HU2049'FOR 0.5 MILE TO A FARM-LANE ON THE LEFT HAND SIDE OF THE
 HU2049'ROAD.  TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.2 MILE TO
 HU2049'A TELEPHONE POLE, A STANDARD METAL WITNESS POST AND MARKER
 HU2049'AND THE MARK.
 HU2049'
 HU2049'THE AZIMUTH MARK, A STANDARD DISK STAMPED ATLANTA 1962, IS
 HU2049'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2049'THE SURFACE OF THE GROUND.  IT IS 120.0 FEET NORTH-NORTHWEST
 HU2049'OF THE NORTHWEST CORNER OF A FARM HOUSE, 6.6 FEET SOUTH OF THE
 HU2049'CENTERLINE OF A DRIVEWAY AND 3.7 FEET EAST OF A STANDARD
 HU2049'METAL WITNESS POST AND MARKER AND A TELEPHONE POLE.
 HU2049'
 HU2049'NO REFERENCE MARKS AT THIS STATION.
 HU2049'
 HU2049'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1931 ***********************************************************************
 JU1931  DESIGNATION -  B
 JU1931  PID         -  JU1931
 JU1931  STATE/COUNTY-  DE/NEW CASTLE
 JU1931  USGS QUAD   -  SAINT GEORGES (1993)
 JU1931
 JU1931                         *CURRENT SURVEY CONTROL
 JU1931  ___________________________________________________________________
 JU1931* NAD 83(1986)-  39 32 44.     (N)    075 42 10.     (W)     SCALED    
 JU1931* NAVD 88     -        15.660  (meters)      51.38   (feet)  ADJUSTED  
 JU1931  ___________________________________________________________________
 JU1931  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1931  DYNAMIC HT  -          15.653 (meters)      51.35  (feet)  COMP
 JU1931  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 JU1931
 JU1931  VERT ORDER  -  FIRST     CLASS I
 JU1931
 JU1931.The horizontal coordinates were scaled from a topographic map and have
 JU1931.an estimated accuracy of +/- 6 seconds.
 JU1931
 JU1931.The orthometric height was determined by differential leveling
 JU1931.and adjusted in June 1991.
 JU1931
 JU1931.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1931
 JU1931  NGVD 29 (??/??/??)   15.900  (m)           52.17   (f) ADJUSTED    1 1
 JU1931
 JU1931.Superseded values are not recommended for survey control.
 JU1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1931.See file dsdata.txt to determine how the superseded data were derived.
 JU1931
 JU1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396775(NAD 83)
 JU1931_MARKER: DD = SURVEY DISK
 JU1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1931_STAMPING: B
 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       DOD
 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 = MARCH  2, 2009
 JU0810 ***********************************************************************
 JU0810  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0810  DESIGNATION -  B 1
 JU0810  PID         -  JU0810
 JU0810  STATE/COUNTY-  DE/NEW CASTLE
 JU0810  USGS QUAD   -  MARCUS HOOK (1993)
 JU0810
 JU0810                         *CURRENT SURVEY CONTROL
 JU0810  ___________________________________________________________________
 JU0810* NAD 83(1991)-  39 45 02.63149(N)    075 29 38.79401(W)     NO CHECK  
 JU0810* NAVD 88     -         2.794  (meters)       9.17   (feet)  ADJUSTED  
 JU0810  ___________________________________________________________________
 JU0810  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU0810  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0810  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 JU0810  MODELED GRAV-     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.No horizontal observational check was made to the station.
 JU0810
 JU0810.The orthometric height was determined by differential leveling
 JU0810.and adjusted in June 1991.
 JU0810
 JU0810.This Tidal Bench Mark is designated as VM 2954
 JU0810.by the Center for Operational Oceanographic Products and Services.
 JU0810
 JU0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0810
 JU0810.The geoid height was determined by GEOID03.
 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;                    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                          SUPERSEDED SURVEY CONTROL
 JU0810
 JU0810  NAD 83(1986)-  39 45 02.62809(N)    075 29 38.80073(W) AD(       ) 3
 JU0810  NGVD 29 (??/??/??)    3.059  (m)           10.04   (f) ADJUSTED    1 1
 JU0810
 JU0810.Superseded values are not recommended for survey control.
 JU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0810.See file dsdata.txt to determine how the superseded data were derived.
 JU0810
 JU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5767000208(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0977 ***********************************************************************
 HU0977  DESIGNATION -  B 10
 HU0977  PID         -  HU0977
 HU0977  STATE/COUNTY-  DE/SUSSEX
 HU0977  USGS QUAD   -  LAUREL (1992)
 HU0977
 HU0977                         *CURRENT SURVEY CONTROL
 HU0977  ___________________________________________________________________
 HU0977* NAD 83(1986)-  38 32 16.     (N)    075 35 32.     (W)     SCALED    
 HU0977* NAVD 88     -         9.209  (meters)      30.21   (feet)  ADJUSTED  
 HU0977  ___________________________________________________________________
 HU0977  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0977  DYNAMIC HT  -           9.203 (meters)      30.19  (feet)  COMP
 HU0977  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 HU0977
 HU0977  VERT ORDER  -  SECOND    CLASS 0
 HU0977
 HU0977.The horizontal coordinates were scaled from a topographic map and have
 HU0977.an estimated accuracy of +/- 6 seconds.
 HU0977
 HU0977.The orthometric height was determined by differential leveling
 HU0977.and adjusted in June 1991.
 HU0977
 HU0977.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0977
 HU0977  NGVD 29 (??/??/??)    9.457  (m)           31.03   (f) ADJUSTED    2 0
 HU0977
 HU0977.Superseded values are not recommended for survey control.
 HU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0977.See file dsdata.txt to determine how the superseded data were derived.
 HU0977
 HU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH483656(NAD 83)
 HU0977_MARKER: DB = BENCH MARK DISK
 HU0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0977_STAMPING: B 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0830 ***********************************************************************
 HU0830  DESIGNATION -  B 11
 HU0830  PID         -  HU0830
 HU0830  STATE/COUNTY-  DE/KENT
 HU0830  USGS QUAD   -  BURRSVILLE (1993)
 HU0830
 HU0830                         *CURRENT SURVEY CONTROL
 HU0830  ___________________________________________________________________
 HU0830* NAD 83(1986)-  38 58 25.     (N)    075 41 02.     (W)     SCALED    
 HU0830* NAVD 88     -        17.904  (meters)      58.74   (feet)  ADJUSTED  
 HU0830  ___________________________________________________________________
 HU0830  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 HU0830  DYNAMIC HT  -          17.894 (meters)      58.71  (feet)  COMP
 HU0830  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 HU0830
 HU0830  VERT ORDER  -  SECOND    CLASS 0
 HU0830
 HU0830.The horizontal coordinates were scaled from a topographic map and have
 HU0830.an estimated accuracy of +/- 6 seconds.
 HU0830
 HU0830.The orthometric height was determined by differential leveling
 HU0830.and adjusted in June 1991.
 HU0830
 HU0830.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0830
 HU0830  NGVD 29 (??/??/??)   18.144  (m)           59.53   (f) ADJUSTED    2 0
 HU0830
 HU0830.Superseded values are not recommended for survey control.
 HU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0830.See file dsdata.txt to determine how the superseded data were derived.
 HU0830
 HU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ407140(NAD 83)
 HU0830_MARKER: DB = BENCH MARK DISK
 HU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0830_STAMPING: B 11 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1304 ***********************************************************************
 JU1304  DESIGNATION -  B 12
 JU1304  PID         -  JU1304
 JU1304  STATE/COUNTY-  DE/KENT
 JU1304  USGS QUAD   -  MARYDEL (1993)
 JU1304
 JU1304                         *CURRENT SURVEY CONTROL
 JU1304  ___________________________________________________________________
 JU1304* NAD 83(1986)-  39 02 16.     (N)    075 42 02.     (W)     SCALED    
 JU1304* NAVD 88     -        16.946  (meters)      55.60   (feet)  ADJUSTED  
 JU1304  ___________________________________________________________________
 JU1304  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 JU1304  DYNAMIC HT  -          16.936 (meters)      55.56  (feet)  COMP
 JU1304  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JU1304
 JU1304  VERT ORDER  -  SECOND    CLASS 0
 JU1304
 JU1304.The horizontal coordinates were scaled from a topographic map and have
 JU1304.an estimated accuracy of +/- 6 seconds.
 JU1304
 JU1304.The orthometric height was determined by differential leveling
 JU1304.and adjusted in June 1991.
 JU1304
 JU1304.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1304
 JU1304  NGVD 29 (??/??/??)   17.183  (m)           56.37   (f) ADJUSTED    2 0
 JU1304
 JU1304.Superseded values are not recommended for survey control.
 JU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1304.See file dsdata.txt to determine how the superseded data were derived.
 JU1304
 JU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ393212(NAD 83)
 JU1304_MARKER: DB = BENCH MARK DISK
 JU1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1304_STAMPING: B 12 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1231 ***********************************************************************
 JU1231  DESIGNATION -  B 13
 JU1231  PID         -  JU1231
 JU1231  STATE/COUNTY-  DE/KENT
 JU1231  USGS QUAD   -  CLAYTON (1993)
 JU1231
 JU1231                         *CURRENT SURVEY CONTROL
 JU1231  ___________________________________________________________________
 JU1231* NAD 83(1986)-  39 17 10.     (N)    075 39 02.     (W)     SCALED    
 JU1231* NAVD 88     -        13.722  (meters)      45.02   (feet)  ADJUSTED  
 JU1231  ___________________________________________________________________
 JU1231  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU1231  DYNAMIC HT  -          13.714 (meters)      44.99  (feet)  COMP
 JU1231  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 JU1231
 JU1231  VERT ORDER  -  SECOND    CLASS 0
 JU1231
 JU1231.The horizontal coordinates were scaled from a topographic map and have
 JU1231.an estimated accuracy of +/- 6 seconds.
 JU1231
 JU1231.The orthometric height was determined by differential leveling
 JU1231.and adjusted in June 1991.
 JU1231
 JU1231.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1231
 JU1231  NGVD 29 (??/??/??)   13.960  (m)           45.80   (f) ADJUSTED    2 0
 JU1231
 JU1231.Superseded values are not recommended for survey control.
 JU1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1231.See file dsdata.txt to determine how the superseded data were derived.
 JU1231
 JU1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438487(NAD 83)
 JU1231_MARKER: DB = BENCH MARK DISK
 JU1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1231_STAMPING: B 13 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1097 ***********************************************************************
 JU1097  DESIGNATION -  B 2
 JU1097  PID         -  JU1097
 JU1097  STATE/COUNTY-  DE/KENT
 JU1097  USGS QUAD   -  DOVER (1993)
 JU1097
 JU1097                         *CURRENT SURVEY CONTROL
 JU1097  ___________________________________________________________________
 JU1097* NAD 83(1986)-  39 11 43.     (N)    075 33 54.     (W)     SCALED    
 JU1097* NAVD 88     -         7.242  (meters)      23.76   (feet)  ADJUSTED  
 JU1097  ___________________________________________________________________
 JU1097  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU1097  DYNAMIC HT  -           7.238 (meters)      23.75  (feet)  COMP
 JU1097  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 JU1097
 JU1097  VERT ORDER  -  FIRST     CLASS I
 JU1097
 JU1097.The horizontal coordinates were scaled from a topographic map and have
 JU1097.an estimated accuracy of +/- 6 seconds.
 JU1097
 JU1097.The orthometric height was determined by differential leveling
 JU1097.and adjusted in June 1991.
 JU1097
 JU1097.The geoid height was determined by GEOID03.
 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       -   132,700.      187,190.      MT  (+/- 180 meters Scaled)
 JU1097
 JU1097                          SUPERSEDED SURVEY CONTROL
 JU1097
 JU1097  NGVD 29 (??/??/??)    7.481  (m)           24.54   (f) ADJUSTED    1 1
 JU1097
 JU1097.Superseded values are not recommended for survey control.
 JU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1097.See file dsdata.txt to determine how the superseded data were derived.
 JU1097
 JU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ512385(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1097+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0782 ***********************************************************************
 JU0782  DESIGNATION -  B 21
 JU0782  PID         -  JU0782
 JU0782  STATE/COUNTY-  DE/NEW CASTLE
 JU0782  USGS QUAD   -  MARCUS HOOK (1993)
 JU0782
 JU0782                         *CURRENT SURVEY CONTROL
 JU0782  ___________________________________________________________________
 JU0782* NAD 83(1986)-  39 48 36.     (N)    075 26 24.     (W)     SCALED    
 JU0782* NAVD 88     -        10.479  (meters)      34.38   (feet)  ADJUSTED  
 JU0782  ___________________________________________________________________
 JU0782  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0782  DYNAMIC HT  -          10.474 (meters)      34.36  (feet)  COMP
 JU0782  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 JU0782
 JU0782  VERT ORDER  -  FIRST     CLASS II
 JU0782
 JU0782.The horizontal coordinates were scaled from a topographic map and have
 JU0782.an estimated accuracy of +/- 6 seconds.
 JU0782
 JU0782.The orthometric height was determined by differential leveling
 JU0782.and adjusted in June 1991.
 JU0782
 JU0782.The geoid height was determined by GEOID03.
 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       -   200,930.      198,000.      MT  (+/- 180 meters Scaled)
 JU0782
 JU0782                          SUPERSEDED SURVEY CONTROL
 JU0782
 JU0782  NGVD 29 (01/10/92)   10.755  (m)           35.29   (f) ADJUSTED    1 2
 JU0782
 JU0782.Superseded values are not recommended for survey control.
 JU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0782.See file dsdata.txt to determine how the superseded data were derived.
 JU0782
 JU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK623067(NAD 83)
 JU0782_MARKER: DB = BENCH MARK DISK
 JU0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0782_SP_SET: ABUTMENT
 JU0782_STAMPING: B 21 1959
 JU0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0782+SATELLITE: SATELLITE OBSERVATIONS - October 20, 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1438 ***********************************************************************
 JU1438  DESIGNATION -  B 22
 JU1438  PID         -  JU1438
 JU1438  STATE/COUNTY-  DE/NEW CASTLE
 JU1438  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1438
 JU1438                         *CURRENT SURVEY CONTROL
 JU1438  ___________________________________________________________________
 JU1438* NAD 83(1986)-  39 45 21.     (N)    075 33 05.     (W)     SCALED    
 JU1438* NAVD 88     -        12.319  (meters)      40.42   (feet)  ADJUSTED  
 JU1438  ___________________________________________________________________
 JU1438  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1438  DYNAMIC HT  -          12.314 (meters)      40.40  (feet)  COMP
 JU1438  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU1438
 JU1438  VERT ORDER  -  SECOND    CLASS 0
 JU1438
 JU1438.The horizontal coordinates were scaled from a topographic map and have
 JU1438.an estimated accuracy of +/- 6 seconds.
 JU1438
 JU1438.The orthometric height was determined by differential leveling
 JU1438.and adjusted in June 1991.
 JU1438
 JU1438.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1438
 JU1438  NGVD 29 (??/??/??)   12.662  (m)           41.54   (f) ADJUSTED    2 0
 JU1438
 JU1438.Superseded values are not recommended for survey control.
 JU1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1438.See file dsdata.txt to determine how the superseded data were derived.
 JU1438
 JU1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK527008(NAD 83)
 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 = MARCH  2, 2009
 JU4287 ***********************************************************************
 JU4287  DESIGNATION -  B 23 RESET
 JU4287  PID         -  JU4287
 JU4287  STATE/COUNTY-  DE/NEW CASTLE
 JU4287  USGS QUAD   -  NEWARK EAST (1993)
 JU4287
 JU4287                         *CURRENT SURVEY CONTROL
 JU4287  ___________________________________________________________________
 JU4287* NAD 83(1986)-  39 41 35.     (N)    075 39 12.     (W)     SCALED    
 JU4287* NAVD 88     -        11.19   (meters)      36.7    (feet)  RESET     
 JU4287  ___________________________________________________________________
 JU4287  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU4287  VERT ORDER  -  THIRD
 JU4287
 JU4287.The horizontal coordinates were scaled from a topographic map and have
 JU4287.an estimated accuracy of +/- 6 seconds.
 JU4287
 JU4287.The orthometric height was computed from unverified reset data.
 JU4287.No vertical observational check was made to the station.
 JU4287
 JU4287.The geoid height was determined by GEOID03.
 JU4287
 JU4287;                    North         East    Units  Estimated Accuracy
 JU4287;SPC DE       -   187,980.      179,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4287.See file dsdata.txt to determine how the superseded data were derived.
 JU4287
 JU4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ439938(NAD 83)
 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
 JU4287  HISTORY     - Date     Condition        Report By
 JU4287  HISTORY     - 1983     MONUMENTED       NGS
 JU4287  HISTORY     - 20081021 MARK NOT FOUND   DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0135 ***********************************************************************
 HU0135  DESIGNATION -  B 27
 HU0135  PID         -  HU0135
 HU0135  STATE/COUNTY-  DE/SUSSEX
 HU0135  USGS QUAD   -  FAIRMOUNT (1991)
 HU0135
 HU0135                         *CURRENT SURVEY CONTROL
 HU0135  ___________________________________________________________________
 HU0135* NAD 83(1986)-  38 44 37.     (N)    075 09 03.     (W)     SCALED    
 HU0135* NAVD 88     -         7.510  (meters)      24.64   (feet)  ADJUSTED  
 HU0135  ___________________________________________________________________
 HU0135  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU0135  DYNAMIC HT  -           7.506 (meters)      24.63  (feet)  COMP
 HU0135  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 HU0135
 HU0135  VERT ORDER  -  SECOND    CLASS 0
 HU0135
 HU0135.The horizontal coordinates were scaled from a topographic map and have
 HU0135.an estimated accuracy of +/- 6 seconds.
 HU0135
 HU0135.The orthometric height was determined by differential leveling
 HU0135.and adjusted in June 1991.
 HU0135
 HU0135.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0135
 HU0135  NGVD 29 (??/??/??)    7.746  (m)           25.41   (f) ADJUSTED    2 0
 HU0135
 HU0135.Superseded values are not recommended for survey control.
 HU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0135.See file dsdata.txt to determine how the superseded data were derived.
 HU0135
 HU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH868883(NAD 83)
 HU0135_MARKER: DB = BENCH MARK DISK
 HU0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0135_STAMPING: B 27 1961
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0104 ***********************************************************************
 HU0104  DESIGNATION -  B 28
 HU0104  PID         -  HU0104
 HU0104  STATE/COUNTY-  DE/SUSSEX
 HU0104  USGS QUAD   -  BETHANY BEACH (1991)
 HU0104
 HU0104                         *CURRENT SURVEY CONTROL
 HU0104  ___________________________________________________________________
 HU0104* NAD 83(1986)-  38 33 41.     (N)    075 03 36.     (W)     SCALED    
 HU0104* NAVD 88     -         0.709  (meters)       2.33   (feet)  ADJUSTED  
 HU0104  ___________________________________________________________________
 HU0104  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU0104  DYNAMIC HT  -           0.708 (meters)       2.32  (feet)  COMP
 HU0104  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 HU0104
 HU0104  VERT ORDER  -  SECOND    CLASS 0
 HU0104
 HU0104.The horizontal coordinates were scaled from a topographic map and have
 HU0104.an estimated accuracy of +/- 6 seconds.
 HU0104
 HU0104.The orthometric height was determined by differential leveling
 HU0104.and adjusted in June 1991.
 HU0104
 HU0104.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0104
 HU0104  NGVD 29 (??/??/??)    0.946  (m)            3.10   (f) ADJUSTED    2 0
 HU0104
 HU0104.Superseded values are not recommended for survey control.
 HU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0104.See file dsdata.txt to determine how the superseded data were derived.
 HU0104
 HU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH947681(NAD 83)
 HU0104_MARKER: DB = BENCH MARK DISK
 HU0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0104_SP_SET: CULVERT
 HU0104_STAMPING: B 28 1962
 HU0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0139 ***********************************************************************
 HU0139  DESIGNATION -  B 29
 HU0139  PID         -  HU0139
 HU0139  STATE/COUNTY-  DE/SUSSEX
 HU0139  USGS QUAD   -  BETHANY BEACH (1991)
 HU0139
 HU0139                         *CURRENT SURVEY CONTROL
 HU0139  ___________________________________________________________________
 HU0139* NAD 83(1986)-  38 32 43.     (N)    075 06 02.     (W)     SCALED    
 HU0139* NAVD 88     -         3.107  (meters)      10.19   (feet)  ADJUSTED  
 HU0139  ___________________________________________________________________
 HU0139  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0139  DYNAMIC HT  -           3.105 (meters)      10.19  (feet)  COMP
 HU0139  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 HU0139
 HU0139  VERT ORDER  -  SECOND    CLASS 0
 HU0139
 HU0139.The horizontal coordinates were scaled from a topographic map and have
 HU0139.an estimated accuracy of +/- 6 seconds.
 HU0139
 HU0139.The orthometric height was determined by differential leveling
 HU0139.and adjusted in June 1991.
 HU0139
 HU0139.The geoid height was determined by GEOID03.
 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       -    60,570.      227,560.      MT  (+/- 180 meters Scaled)
 HU0139
 HU0139                          SUPERSEDED SURVEY CONTROL
 HU0139
 HU0139  NGVD 29 (??/??/??)    3.345  (m)           10.97   (f) ADJUSTED    2 0
 HU0139
 HU0139.Superseded values are not recommended for survey control.
 HU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0139.See file dsdata.txt to determine how the superseded data were derived.
 HU0139
 HU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH912663(NAD 83)
 HU0139_MARKER: DB = BENCH MARK DISK
 HU0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0139_SP_SET: BUILDING
 HU0139_STAMPING: B 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2729 ***********************************************************************
 HU2729  DESIGNATION -  B 30 RESET
 HU2729  PID         -  HU2729
 HU2729  STATE/COUNTY-  DE/SUSSEX
 HU2729  USGS QUAD   -  LEWES (1991)
 HU2729
 HU2729                         *CURRENT SURVEY CONTROL
 HU2729  ___________________________________________________________________
 HU2729* NAD 83(1986)-  38 49 10.     (N)    075 13 40.     (W)     SCALED    
 HU2729* NAVD 88     -         1.44   (meters)       4.7    (feet)  RESET     
 HU2729  ___________________________________________________________________
 HU2729  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU2729  VERT ORDER  -  THIRD
 HU2729
 HU2729.The horizontal coordinates were scaled from a topographic map and have
 HU2729.an estimated accuracy of +/- 6 seconds.
 HU2729
 HU2729.The orthometric height was computed from unverified reset data.
 HU2729.No vertical observational check was made to the station.
 HU2729
 HU2729.The geoid height was determined by GEOID03.
 HU2729
 HU2729;                    North         East    Units  Estimated Accuracy
 HU2729;SPC DE       -    90,980.      216,400.      MT  (+/- 180 meters Scaled)
 HU2729
 HU2729                          SUPERSEDED SURVEY CONTROL
 HU2729
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2729.See file dsdata.txt to determine how the superseded data were derived.
 HU2729
 HU2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH802967(NAD 83)
 HU2729_MARKER: DB = BENCH MARK 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
 HU2729  HISTORY     - Date     Condition        Report By
 HU2729  HISTORY     - 1989     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0184 ***********************************************************************
 HU0184  DESIGNATION -  B 33
 HU0184  PID         -  HU0184
 HU0184  STATE/COUNTY-  DE/SUSSEX
 HU0184  USGS QUAD   -  MILTON (1992)
 HU0184
 HU0184                         *CURRENT SURVEY CONTROL
 HU0184  ___________________________________________________________________
 HU0184* NAD 83(1986)-  38 51 24.     (N)    075 22 18.     (W)     SCALED    
 HU0184* NAVD 88     -        10.230  (meters)      33.56   (feet)  ADJUSTED  
 HU0184  ___________________________________________________________________
 HU0184  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU0184  DYNAMIC HT  -          10.224 (meters)      33.54  (feet)  COMP
 HU0184  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 HU0184
 HU0184  VERT ORDER  -  SECOND    CLASS 0
 HU0184
 HU0184.The horizontal coordinates were scaled from a topographic map and have
 HU0184.an estimated accuracy of +/- 6 seconds.
 HU0184
 HU0184.The orthometric height was determined by differential leveling
 HU0184.and adjusted in June 1991.
 HU0184
 HU0184.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0184
 HU0184  NGVD 29 (??/??/??)   10.471  (m)           34.35   (f) ADJUSTED    2 0
 HU0184
 HU0184.Superseded values are not recommended for survey control.
 HU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0184.See file dsdata.txt to determine how the superseded data were derived.
 HU0184
 HU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ677009(NAD 83)
 HU0184_MARKER: DB = BENCH MARK DISK
 HU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0184_STAMPING: B 33 1962
 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 = MARCH  2, 2009
 HU0738 ***********************************************************************
 HU0738  DESIGNATION -  B 34
 HU0738  PID         -  HU0738
 HU0738  STATE/COUNTY-  DE/KENT
 HU0738  USGS QUAD   -  HARRINGTON (1993)
 HU0738
 HU0738                         *CURRENT SURVEY CONTROL
 HU0738  ___________________________________________________________________
 HU0738* NAD 83(1986)-  38 53 02.     (N)    075 34 36.     (W)     SCALED    
 HU0738* NAVD 88     -        18.865  (meters)      61.89   (feet)  ADJUSTED  
 HU0738  ___________________________________________________________________
 HU0738  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 HU0738  DYNAMIC HT  -          18.854 (meters)      61.86  (feet)  COMP
 HU0738  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 HU0738
 HU0738  VERT ORDER  -  FIRST     CLASS I
 HU0738
 HU0738.The horizontal coordinates were scaled from a topographic map and have
 HU0738.an estimated accuracy of +/- 6 seconds.
 HU0738
 HU0738.The orthometric height was determined by differential leveling
 HU0738.and adjusted in June 1991.
 HU0738
 HU0738.The geoid height was determined by GEOID03.
 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       -    98,130.      186,120.      MT  (+/- 180 meters Scaled)
 HU0738
 HU0738                          SUPERSEDED SURVEY CONTROL
 HU0738
 HU0738  NGVD 29 (??/??/??)   19.109  (m)           62.69   (f) ADJUSTED    1 1
 HU0738
 HU0738.Superseded values are not recommended for survey control.
 HU0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0738.See file dsdata.txt to determine how the superseded data were derived.
 HU0738
 HU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499040(NAD 83)
 HU0738_MARKER: DB = BENCH MARK DISK
 HU0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0738_STAMPING: B 34 1963
 HU0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0738+STABILITY: SURFACE MOTION
 HU0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0738+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 HU0738
 HU0738  HISTORY     - Date     Condition        Report By
 HU0738  HISTORY     - 1963     MONUMENTED       CGS
 HU0738  HISTORY     - 1981     GOOD             UDE
 HU0738  HISTORY     - 20020615 GOOD             USPSQD
 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'L 38* 53.044' N
 HU0738'LO 075* 34.591' W
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1112 ***********************************************************************
 JU1112  DESIGNATION -  B 35
 JU1112  PID         -  JU1112
 JU1112  STATE/COUNTY-  DE/KENT
 JU1112  USGS QUAD   -  WYOMING (1993)
 JU1112
 JU1112                         *CURRENT SURVEY CONTROL
 JU1112  ___________________________________________________________________
 JU1112* NAD 83(1986)-  39 07 22.     (N)    075 33 18.     (W)     SCALED    
 JU1112* NAVD 88     -         9.525  (meters)      31.25   (feet)  ADJUSTED  
 JU1112  ___________________________________________________________________
 JU1112  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 JU1112  DYNAMIC HT  -           9.520 (meters)      31.23  (feet)  COMP
 JU1112  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JU1112
 JU1112  VERT ORDER  -  FIRST     CLASS I
 JU1112
 JU1112.The horizontal coordinates were scaled from a topographic map and have
 JU1112.an estimated accuracy of +/- 6 seconds.
 JU1112
 JU1112.The orthometric height was determined by differential leveling
 JU1112.and adjusted in June 1991.
 JU1112
 JU1112.The geoid height was determined by GEOID03.
 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       -   124,650.      188,040.      MT  (+/- 180 meters Scaled)
 JU1112
 JU1112                          SUPERSEDED SURVEY CONTROL
 JU1112
 JU1112  NGVD 29 (??/??/??)    9.762  (m)           32.03   (f) ADJUSTED    1 1
 JU1112
 JU1112.Superseded values are not recommended for survey control.
 JU1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1112.See file dsdata.txt to determine how the superseded data were derived.
 JU1112
 JU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ520305(NAD 83)
 JU1112_MARKER: DB = BENCH MARK DISK
 JU1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1112_SP_SET: BRIDGE
 JU1112_STAMPING: B 35 1963
 JU1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1112
 JU1112  HISTORY     - Date     Condition        Report By
 JU1112  HISTORY     - 1963     MONUMENTED       CGS
 JU1112  HISTORY     - 1981     GOOD             UDE
 JU1112  HISTORY     - 1999     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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0056 ***********************************************************************
 HU0056  DESIGNATION -  B 36
 HU0056  PID         -  HU0056
 HU0056  STATE/COUNTY-  DE/SUSSEX
 HU0056  USGS QUAD   -  ELLENDALE (1992)
 HU0056
 HU0056                         *CURRENT SURVEY CONTROL
 HU0056  ___________________________________________________________________
 HU0056* NAD 83(1986)-  38 50 47.     (N)    075 25 26.     (W)     SCALED    
 HU0056* NAVD 88     -         8.140  (meters)      26.71   (feet)  ADJUSTED  
 HU0056  ___________________________________________________________________
 HU0056  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU0056  DYNAMIC HT  -           8.135 (meters)      26.69  (feet)  COMP
 HU0056  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 HU0056
 HU0056  VERT ORDER  -  FIRST     CLASS I
 HU0056
 HU0056.The horizontal coordinates were scaled from a topographic map and have
 HU0056.an estimated accuracy of +/- 6 seconds.
 HU0056
 HU0056.The orthometric height was determined by differential leveling
 HU0056.and adjusted in June 1991.
 HU0056
 HU0056.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0056
 HU0056  NGVD 29 (??/??/??)    8.383  (m)           27.50   (f) ADJUSTED    1 1
 HU0056
 HU0056.Superseded values are not recommended for survey control.
 HU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0056.See file dsdata.txt to determine how the superseded data were derived.
 HU0056
 HU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632998(NAD 83)
 HU0056_MARKER: DB = BENCH MARK DISK
 HU0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0056_SP_SET: CULVERT
 HU0056_STAMPING: B 36 1963
 HU0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1345 ***********************************************************************
 JU1345  DESIGNATION -  B 37
 JU1345  PID         -  JU1345
 JU1345  STATE/COUNTY-  DE/KENT
 JU1345  USGS QUAD   -  SMYRNA (1993)
 JU1345
 JU1345                         *CURRENT SURVEY CONTROL
 JU1345  ___________________________________________________________________
 JU1345* NAD 83(1986)-  39 17 41.10   (N)    075 37 14.99   (W)     HD_HELD1  
 JU1345* NAVD 88     -        10.130  (meters)      33.23   (feet)  ADJUSTED  
 JU1345  ___________________________________________________________________
 JU1345  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU1345  DYNAMIC HT  -          10.125 (meters)      33.22  (feet)  COMP
 JU1345  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 JU1345
 JU1345  VERT ORDER  -  FIRST     CLASS I
 JU1345
 JU1345.The horizontal coordinates were established by differentially corrected
 JU1345.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1345
 JU1345.The orthometric height was determined by differential leveling
 JU1345.and adjusted in June 1991.
 JU1345
 JU1345.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1345;SPC DE       -   143,747.8     182,387.7     MT  (+/- 3 meters HH1 GPS) 
 JU1345
 JU1345                          SUPERSEDED SURVEY CONTROL
 JU1345
 JU1345  NGVD 29 (??/??/??)   10.370  (m)           34.02   (f) ADJUSTED    1 1
 JU1345
 JU1345.Superseded values are not recommended for survey control.
 JU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1345.See file dsdata.txt to determine how the superseded data were derived.
 JU1345
 JU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4646549670(NAD 83)
 JU1345_MARKER: DB = BENCH MARK DISK
 JU1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1345_STAMPING: B 37 1963
 JU1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1345+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1082 ***********************************************************************
 JU1082  DESIGNATION -  B 38
 JU1082  PID         -  JU1082
 JU1082  STATE/COUNTY-  DE/KENT
 JU1082  USGS QUAD   -  CLAYTON (1993)
 JU1082
 JU1082                         *CURRENT SURVEY CONTROL
 JU1082  ___________________________________________________________________
 JU1082* NAD 83(1986)-  39 17 42.     (N)    075 38 07.     (W)     SCALED    
 JU1082* NAVD 88     -        11.984  (meters)      39.32   (feet)  ADJUSTED  
 JU1082  ___________________________________________________________________
 JU1082  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU1082  DYNAMIC HT  -          11.978 (meters)      39.30  (feet)  COMP
 JU1082  MODELED GRAV-     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 topographic map and have
 JU1082.an estimated accuracy of +/- 6 seconds.
 JU1082
 JU1082.The orthometric height was determined by differential leveling
 JU1082.and adjusted in June 1991.
 JU1082
 JU1082.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 JU1082
 JU1082  NGVD 29 (??/??/??)   12.223  (m)           40.10   (f) ADJUSTED    1 1
 JU1082
 JU1082.Superseded values are not recommended for survey control.
 JU1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1082.See file dsdata.txt to determine how the superseded data were derived.
 JU1082
 JU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ452497(NAD 83)
 JU1082_MARKER: DB = BENCH MARK DISK
 JU1082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1082_SP_SET: 72 FEET
 JU1082_STAMPING: B 38 1963
 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 = MARCH  2, 2009
 JU2183 ***********************************************************************
 JU2183  DESIGNATION -  B 41
 JU2183  PID         -  JU2183
 JU2183  STATE/COUNTY-  DE/NEW CASTLE
 JU2183  USGS QUAD   -  DELAWARE CITY (1993)
 JU2183
 JU2183                         *CURRENT SURVEY CONTROL
 JU2183  ___________________________________________________________________
 JU2183* NAD 83(1986)-  39 33 24.     (N)    075 34 56.     (W)     SCALED    
 JU2183* NAVD 88     -        38.582  (meters)     126.58   (feet)  ADJUSTED  
 JU2183  ___________________________________________________________________
 JU2183  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2183  DYNAMIC HT  -          38.562 (meters)     126.52  (feet)  COMP
 JU2183  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 JU2183
 JU2183  VERT ORDER  -  FIRST     CLASS II
 JU2183
 JU2183.The horizontal coordinates were scaled from a topographic map and have
 JU2183.an estimated accuracy of +/- 6 seconds.
 JU2183
 JU2183.The orthometric height was determined by differential leveling
 JU2183.and adjusted in June 1991.
 JU2183
 JU2183.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2183
 JU2183.No superseded survey control is available for this station.
 JU2183
 JU2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499787(NAD 83)
 JU2183_MARKER: DB = BENCH MARK DISK
 JU2183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2183_SP_SET: WALKWAY
 JU2183_STAMPING: B 41 1979
 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 = MARCH  2, 2009
 HU2669 ***********************************************************************
 HU2669  DESIGNATION -  B 42
 HU2669  PID         -  HU2669
 HU2669  STATE/COUNTY-  DE/SUSSEX
 HU2669  USGS QUAD   -  HARBESON (1992)
 HU2669
 HU2669                         *CURRENT SURVEY CONTROL
 HU2669  ___________________________________________________________________
 HU2669* NAD 83(1986)-  38 38 31.     (N)    075 21 30.     (W)     SCALED    
 HU2669* NAVD 88     -        12.605  (meters)      41.35   (feet)  ADJUSTED  
 HU2669  ___________________________________________________________________
 HU2669  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 HU2669  DYNAMIC HT  -          12.597 (meters)      41.33  (feet)  COMP
 HU2669  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 HU2669
 HU2669  VERT ORDER  -  SECOND    CLASS II
 HU2669
 HU2669.The horizontal coordinates were scaled from a topographic map and have
 HU2669.an estimated accuracy of +/- 6 seconds.
 HU2669
 HU2669.The orthometric height was determined by differential leveling
 HU2669.and adjusted in March 1994.
 HU2669
 HU2669.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2669
 HU2669.No superseded survey control is available for this station.
 HU2669
 HU2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH688771(NAD 83)
 HU2669_MARKER: I = METAL ROD
 HU2669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2669_SP_SET: STAINLESS STEEL ROD
 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 = MARCH  2, 2009
 JU1377 ***********************************************************************
 JU1377  DESIGNATION -  B 7
 JU1377  PID         -  JU1377
 JU1377  STATE/COUNTY-  DE/NEW CASTLE
 JU1377  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1377
 JU1377                         *CURRENT SURVEY CONTROL
 JU1377  ___________________________________________________________________
 JU1377* NAD 83(1986)-  39 44 06.     (N)    075 33 56.     (W)     SCALED    
 JU1377* NAVD 88     -         3.247  (meters)      10.65   (feet)  ADJUSTED  
 JU1377  ___________________________________________________________________
 JU1377  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1377  DYNAMIC HT  -           3.245 (meters)      10.65  (feet)  COMP
 JU1377  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 JU1377
 JU1377  VERT ORDER  -  FIRST     CLASS I
 JU1377
 JU1377.The horizontal coordinates were scaled from a topographic map and have
 JU1377.an estimated accuracy of +/- 6 seconds.
 JU1377
 JU1377.The orthometric height was determined by differential leveling
 JU1377.and adjusted in June 1991.
 JU1377.WARNING-Repeat measurements at this control monument indicate possible
 JU1377.vertical movement.
 JU1377
 JU1377.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1377
 JU1377  NGVD 29 (??/??/??)    3.506  (m)           11.50   (f) ADJUSTED    1 1
 JU1377
 JU1377.Superseded values are not recommended for survey control.
 JU1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1377.See file dsdata.txt to determine how the superseded data were derived.
 JU1377
 JU1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ515984(NAD 83)
 JU1377_MARKER: DB = BENCH MARK DISK
 JU1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1377_STAMPING: B 7 1935
 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 = MARCH  2, 2009
 HU1016 ***********************************************************************
 HU1016  DESIGNATION -  B 8
 HU1016  PID         -  HU1016
 HU1016  STATE/COUNTY-  DE/SUSSEX
 HU1016  USGS QUAD   -  LAUREL (1992)
 HU1016
 HU1016                         *CURRENT SURVEY CONTROL
 HU1016  ___________________________________________________________________
 HU1016* NAD 83(1986)-  38 33 16.     (N)    075 32 20.     (W)     SCALED    
 HU1016* NAVD 88     -         6.635  (meters)      21.77   (feet)  ADJUSTED  
 HU1016  ___________________________________________________________________
 HU1016  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 HU1016  DYNAMIC HT  -           6.631 (meters)      21.76  (feet)  COMP
 HU1016  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 HU1016
 HU1016  VERT ORDER  -  SECOND    CLASS 0
 HU1016
 HU1016.The horizontal coordinates were scaled from a topographic map and have
 HU1016.an estimated accuracy of +/- 6 seconds.
 HU1016
 HU1016.The orthometric height was determined by differential leveling
 HU1016.and adjusted in June 1991.
 HU1016
 HU1016.The geoid height was determined by GEOID03.
 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       -    61,550.      189,350.      MT  (+/- 180 meters Scaled)
 HU1016
 HU1016                          SUPERSEDED SURVEY CONTROL
 HU1016
 HU1016  NGVD 29 (??/??/??)    6.883  (m)           22.58   (f) ADJUSTED    2 0
 HU1016
 HU1016.Superseded values are not recommended for survey control.
 HU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1016.See file dsdata.txt to determine how the superseded data were derived.
 HU1016
 HU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH530674(NAD 83)
 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 - October 30, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0349 ***********************************************************************
 HU0349  DESIGNATION -  B 9
 HU0349  PID         -  HU0349
 HU0349  STATE/COUNTY-  DE/SUSSEX
 HU0349  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0349
 HU0349                         *CURRENT SURVEY CONTROL
 HU0349  ___________________________________________________________________
 HU0349* NAD 83(1986)-  38 28 31.     (N)    075 15 19.     (W)     SCALED    
 HU0349* NAVD 88     -        11.796  (meters)      38.70   (feet)  ADJUSTED  
 HU0349  ___________________________________________________________________
 HU0349  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU0349  DYNAMIC HT  -          11.789 (meters)      38.68  (feet)  COMP
 HU0349  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 HU0349
 HU0349  VERT ORDER  -  SECOND    CLASS 0
 HU0349
 HU0349.The horizontal coordinates were scaled from a topographic map and have
 HU0349.an estimated accuracy of +/- 6 seconds.
 HU0349
 HU0349.The orthometric height was determined by differential leveling
 HU0349.and adjusted in June 1991.
 HU0349
 HU0349.The geoid height was determined by GEOID03.
 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       -    52,770.      214,080.      MT  (+/- 180 meters Scaled)
 HU0349
 HU0349                          SUPERSEDED SURVEY CONTROL
 HU0349
 HU0349  NGVD 29 (??/??/??)   12.036  (m)           39.49   (f) ADJUSTED    2 0
 HU0349
 HU0349.Superseded values are not recommended for survey control.
 HU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0349.See file dsdata.txt to determine how the superseded data were derived.
 HU0349
 HU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH777585(NAD 83)
 HU0349_MARKER: DB = BENCH MARK DISK
 HU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0349_STAMPING: B 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3775 ***********************************************************************
 JU3775  DESIGNATION -  BAKER REAR RANGE LIGHT
 JU3775  PID         -  JU3775
 JU3775  STATE/COUNTY-  DE/NEW CASTLE
 JU3775  USGS QUAD   -  DELAWARE CITY (1993)
 JU3775
 JU3775                         *CURRENT SURVEY CONTROL
 JU3775  ___________________________________________________________________
 JU3775* NAD 83(1991)-  39 32 27.09872(N)    075 34 11.49333(W)     ADJUSTED  
 JU3775* NAVD 88     -              **(meters)            **(feet)            
 JU3775  ___________________________________________________________________
 JU3775  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JU3775  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 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
 JU3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3775
 JU3775.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3775
 JU3775  NAD 83(1986)-  39 32 27.09159(N)    075 34 11.50127(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3775.See file dsdata.txt to determine how the superseded data were derived.
 JU3775
 JU3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103376954(NAD 83)
 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 = MARCH  2, 2009
 JU1460 ***********************************************************************
 JU1460  DESIGNATION -  BASIN
 JU1460  PID         -  JU1460
 JU1460  STATE/COUNTY-  DE/NEW CASTLE
 JU1460  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1460
 JU1460                         *CURRENT SURVEY CONTROL
 JU1460  ___________________________________________________________________
 JU1460* NAD 83(1991)-  39 41 50.22055(N)    075 36 07.81374(W)     ADJUSTED  
 JU1460* NAVD 88     -         4.137  (meters)      13.57   (feet)  POSTED    
 JU1460  ___________________________________________________________________
 JU1460  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU1460  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1460  DYNAMIC HT  -           4.130 (meters)      13.55  (feet)  COMP
 JU1460  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 JU1460
 JU1460  HORZ ORDER  -  SECOND
 JU1460  VERT ORDER  -  * POSTED, Code F , 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  in 1992.
 JU1460.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JU1460.rate greater than 8.0 mm/km.
 JU1460
 JU1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1460
 JU1460.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000452  x   0.99999812  =   1.00000264
 JU1460!UTM  18      -   1.00000452  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|---------------------------------------------------------------------|
 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 (??/??/??)    4.486  (m)           14.72   (f) ADJUSTED    2 0
 JU1460
 JU1460.Superseded values are not recommended for survey control.
 JU1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1460.See file dsdata.txt to determine how the superseded data were derived.
 JU1460
 JU1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4837294333(NAD 83)
 JU1460_MARKER: DE = TRAVERSE STATION DISK
 JU1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1460_STAMPING: BASIN 1958
 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 - January 14, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1461 ***********************************************************************
 JU1461  DESIGNATION -  BASIN RM 1
 JU1461  PID         -  JU1461
 JU1461  STATE/COUNTY-  DE/NEW CASTLE
 JU1461  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1461
 JU1461                         *CURRENT SURVEY CONTROL
 JU1461  ___________________________________________________________________
 JU1461* NAD 83(1986)-  39 41 49.     (N)    075 36 08.     (W)     SCALED    
 JU1461* NAVD 88     -         4.266  (meters)      14.00   (feet)  POSTED    
 JU1461  ___________________________________________________________________
 JU1461  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1461  DYNAMIC HT  -           4.260 (meters)      13.98  (feet)  COMP
 JU1461  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 JU1461
 JU1461  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JU1461
 JU1461.The horizontal coordinates were scaled from a topographic map and have
 JU1461.an estimated accuracy of +/- 6 seconds.
 JU1461
 JU1461.The orthometric height was determined by differential leveling
 JU1461.and adjusted by the  in 1992.
 JU1461.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JU1461.rate greater than 8.0 mm/km.
 JU1461
 JU1461.The geoid height was determined by GEOID03.
 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       -   188,400.      184,090.      MT  (+/- 180 meters Scaled)
 JU1461
 JU1461                          SUPERSEDED SURVEY CONTROL
 JU1461
 JU1461  NGVD 29 (??/??/??)    4.616  (m)           15.14   (f) ADJUSTED    2 0
 JU1461
 JU1461.Superseded values are not recommended for survey control.
 JU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1461.See file dsdata.txt to determine how the superseded data were derived.
 JU1461
 JU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ483942(NAD 83)
 JU1461_MARKER: DR = REFERENCE MARK DISK
 JU1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1461_STAMPING: BASIN NO 1 1958
 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 = MARCH  2, 2009
 JU1462 ***********************************************************************
 JU1462  DESIGNATION -  BASIN RM 2
 JU1462  PID         -  JU1462
 JU1462  STATE/COUNTY-  DE/NEW CASTLE
 JU1462  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1462
 JU1462                         *CURRENT SURVEY CONTROL
 JU1462  ___________________________________________________________________
 JU1462* NAD 83(1986)-  39 41 49.     (N)    075 36 08.     (W)     SCALED    
 JU1462* NAVD 88     -         4.474  (meters)      14.68   (feet)  POSTED    
 JU1462  ___________________________________________________________________
 JU1462  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1462  DYNAMIC HT  -           4.470 (meters)      14.67  (feet)  COMP
 JU1462  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 JU1462
 JU1462  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU1462
 JU1462.The horizontal coordinates were scaled from a topographic map and have
 JU1462.an estimated accuracy of +/- 6 seconds.
 JU1462
 JU1462.The orthometric height was determined by differential leveling
 JU1462.and adjusted by the  in 1992.
 JU1462.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU1462.rate of 4.1 thru 8.0 mm/km.
 JU1462
 JU1462.The geoid height was determined by GEOID03.
 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       -   188,400.      184,090.      MT  (+/- 180 meters Scaled)
 JU1462
 JU1462                          SUPERSEDED SURVEY CONTROL
 JU1462
 JU1462  NGVD 29 (??/??/??)    4.824  (m)           15.83   (f) ADJUSTED    2 0
 JU1462
 JU1462.Superseded values are not recommended for survey control.
 JU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1462.See file dsdata.txt to determine how the superseded data were derived.
 JU1462
 JU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ483942(NAD 83)
 JU1462_MARKER: DR = REFERENCE MARK DISK
 JU1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1462_STAMPING: BASIN NO 2 1958
 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 = MARCH  2, 2009
 HU1347 ***********************************************************************
 HU1347  DESIGNATION -  BAYSIDE LAB
 HU1347  PID         -  HU1347
 HU1347  STATE/COUNTY-  DE/SUSSEX
 HU1347  USGS QUAD   -  LEWES (1991)
 HU1347
 HU1347                         *CURRENT SURVEY CONTROL
 HU1347  ___________________________________________________________________
 HU1347* NAD 83(1991)-  38 47 27.80089(N)    075 09 42.43862(W)     ADJUSTED  
 HU1347* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 HU1347  ___________________________________________________________________
 HU1347  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HU1347  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1347
 HU1347.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 20236     |
 HU1347| DC7811 BAYSIDE LAB AZ MK                                  2374235.3 |
 HU1347| DC7813 BAYSIDE LAB RM 2                     22.799 METERS 29057     |
 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    3  
 HU1347
 HU1347.Superseded values are not recommended for survey control.
 HU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1347.See file dsdata.txt to determine how the superseded data were derived.
 HU1347
 HU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8594993603(NAD 83)
 HU1347_MARKER: DS = TRIANGULATION STATION DISK
 HU1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 DI0948 ***********************************************************************
 DI0948  DESIGNATION -  BEEBE
 DI0948  PID         -  DI0948
 DI0948  STATE/COUNTY-  DE/SUSSEX
 DI0948  USGS QUAD   -  LEWES (1991)
 DI0948
 DI0948                         *CURRENT SURVEY CONTROL
 DI0948  ___________________________________________________________________
 DI0948* NAD 83(1991)-  38 47 20.12565(N)    075 09 34.44265(W)     ADJUSTED  
 DI0948* NAVD 88     -         2.189  (meters)       7.18   (feet)  ADJUSTED  
 DI0948  ___________________________________________________________________
 DI0948  X           -   1,275,008.633 (meters)                     COMP
 DI0948  Y           -  -4,811,961.969 (meters)                     COMP
 DI0948  Z           -   3,974,058.666 (meters)                     COMP
 DI0948  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DI0948  ELLIP HEIGHT-         -33.389 (meters)          (08/09/06) ADJUSTED
 DI0948  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DI0948  DYNAMIC HT  -           2.188 (meters)       7.18  (feet)  COMP
 DI0948  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 DI0948
 DI0948  HORZ ORDER  -  B
 DI0948  VERT ORDER  -  SECOND    CLASS II
 DI0948  ELLP ORDER  -  FOURTH    CLASS II
 DI0948
 DI0948.The horizontal coordinates were established by GPS observations
 DI0948.and adjusted by the National Geodetic Survey in August 2006.
 DI0948
 DI0948.The orthometric height was determined by differential leveling
 DI0948.and adjusted in September 2008.
 DI0948.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0948
 DI0948.The ellipsoidal height was determined by GPS observations
 DI0948.and is referenced to NAD 83.
 DI0948
 DI0948.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0948;SPC DE       -    87,604.622   222,337.509   MT  1.00000114   +0 09 39.8
 DI0948;SPC DE       -   287,416.16    729,452.31   sFT  1.00000114   +0 09 39.8
 DI0948;UTM  18      - 4,293,365.743   486,141.816   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                          SUPERSEDED SURVEY CONTROL
 DI0948
 DI0948.No superseded survey control is available for this station.
 DI0948
 DI0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8614293366(NAD 83)
 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 - July 01, 2008
 DI0948
 DI0948  HISTORY     - Date     Condition        Report By
 DI0948  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0948  HISTORY     - 20080701 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3684 ***********************************************************************
 JU3684  DESIGNATION -  BELLEVUE FRONT RANGE LIGHT
 JU3684  PID         -  JU3684
 JU3684  STATE/COUNTY-  DE/NEW CASTLE
 JU3684  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3684
 JU3684                         *CURRENT SURVEY CONTROL
 JU3684  ___________________________________________________________________
 JU3684* NAD 83(1991)-  39 44 07.33928(N)    075 30 14.31526(W)     ADJUSTED  
 JU3684* NAVD 88     -              **(meters)            **(feet)            
 JU3684  ___________________________________________________________________
 JU3684  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JU3684  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 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
 JU3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3684
 JU3684.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3684
 JU3684  NAD 83(1986)-  39 44 07.33749(N)    075 30 14.32146(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3684.See file dsdata.txt to determine how the superseded data were derived.
 JU3684
 JU3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5681598508(NAD 83)
 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 = MARCH  2, 2009
 JU3692 ***********************************************************************
 JU3692  DESIGNATION -  BELLEVUE REAR RANGE LIGHT
 JU3692  PID         -  JU3692
 JU3692  STATE/COUNTY-  DE/NEW CASTLE
 JU3692  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3692
 JU3692                         *CURRENT SURVEY CONTROL
 JU3692  ___________________________________________________________________
 JU3692* NAD 83(1991)-  39 43 13.11407(N)    075 31 04.34657(W)     ADJUSTED  
 JU3692* NAVD 88     -              **(meters)            **(feet)            
 JU3692  ___________________________________________________________________
 JU3692  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JU3692  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 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
 JU3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3692
 JU3692.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3692
 JU3692  NAD 83(1986)-  39 43 13.10840(N)    075 31 04.35194(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3692.See file dsdata.txt to determine how the superseded data were derived.
 JU3692
 JU3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5561496843(NAD 83)
 JU3692_MARKER: 14 = NAVIGATION LIGHT
 JU3692_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3538 ***********************************************************************
 JU3538  DESIGNATION -  BENNETT
 JU3538  PID         -  JU3538
 JU3538  STATE/COUNTY-  DE/NEW CASTLE
 JU3538  USGS QUAD   -  MILLINGTON (1993)
 JU3538
 JU3538                         *CURRENT SURVEY CONTROL
 JU3538  ___________________________________________________________________
 JU3538* NAD 83(1991)-  39 18 04.89419(N)    075 45 37.26451(W)     ADJUSTED  
 JU3538* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 JU3538  ___________________________________________________________________
 JU3538  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU3538  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3538
 JU3538.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 2691532.9 |
 JU3538| CB1262 BENNETT RM 2                          9.044 METERS 28630     |
 JU3538| JU3539 BOUNDARY MONUMENT 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    3  
 JU3538
 JU3538.Superseded values are not recommended for survey control.
 JU3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3538.See file dsdata.txt to determine how the superseded data were derived.
 JU3538
 JU3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3444050495(NAD 83)
 JU3538_MARKER: DS = TRIANGULATION STATION DISK
 JU3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3538
 JU3538  HISTORY     - Date     Condition        Report By
 JU3538  HISTORY     - 1961     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1395 ***********************************************************************
 HU1395  DESIGNATION -  BETHANY BEACH OBSERV TWR 4
 HU1395  PID         -  HU1395
 HU1395  STATE/COUNTY-  DE/SUSSEX
 HU1395  USGS QUAD   -  BETHANY BEACH (1991)
 HU1395
 HU1395                         *CURRENT SURVEY CONTROL
 HU1395  ___________________________________________________________________
 HU1395* NAD 83(1991)-  38 35 18.84026(N)    075 03 40.44955(W)     ADJUSTED  
 HU1395* NAVD 88     -              **(meters)            **(feet)            
 HU1395  ___________________________________________________________________
 HU1395  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HU1395  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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
 HU1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1395
 HU1395.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1395
 HU1395  NAD 83(1986)-  38 35 18.82311(N)    075 03 40.46590(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1395.See file dsdata.txt to determine how the superseded data were derived.
 HU1395
 HU1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9466771123(NAD 83)
 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 = MARCH  2, 2009
 HU1664 ***********************************************************************
 HU1664  DESIGNATION -  BETHEL
 HU1664  PID         -  HU1664
 HU1664  STATE/COUNTY-  DE/SUSSEX
 HU1664  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1664
 HU1664                         *CURRENT SURVEY CONTROL
 HU1664  ___________________________________________________________________
 HU1664* NAD 83(1991)-  38 27 09.95806(N)    075 21 21.98511(W)     ADJUSTED  
 HU1664* NAVD 88     -        13.175  (meters)      43.23   (feet)  ADJUSTED  
 HU1664  ___________________________________________________________________
 HU1664  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HU1664  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU1664  DYNAMIC HT  -          13.167 (meters)      43.20  (feet)  COMP
 HU1664  MODELED GRAV-     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
 HU1664.and adjusted in June 1991.
 HU1664
 HU1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1664
 HU1664.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000355  x   0.99999534  =   0.99999889
 HU1664!SPC MD       -   1.00000355  x   0.99997694  =   0.99998049
 HU1664!UTM  18      -   1.00000355  x   0.99961189  =   0.99961544
 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
 HU1664.Superseded values are not recommended for survey control.
 HU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1664.See file dsdata.txt to determine how the superseded data were derived.
 HU1664
 HU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6892856112(NAD 83)
 HU1664_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1664_SP_SET: CONCRETE POST
 HU1664_STAMPING: BETHEL 1974
 HU1664_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1665 ***********************************************************************
 HU1665  DESIGNATION -  BETHEL RM 3
 HU1665  PID         -  HU1665
 HU1665  STATE/COUNTY-  DE/SUSSEX
 HU1665  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1665
 HU1665                         *CURRENT SURVEY CONTROL
 HU1665  ___________________________________________________________________
 HU1665* NAD 83(1991)-  38 27 07.95476(N)    075 22 05.99397(W)     ADJUSTED  
 HU1665* NAVD 88     -        13.241  (meters)      43.44   (feet)  ADJUSTED  
 HU1665  ___________________________________________________________________
 HU1665  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HU1665  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU1665  DYNAMIC HT  -          13.233 (meters)      43.42  (feet)  COMP
 HU1665  MODELED GRAV-     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
 HU1665.and adjusted in June 1991.
 HU1665
 HU1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1665
 HU1665.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000354  x   0.99999522  =   0.99999876
 HU1665!SPC MD       -   1.00000354  x   0.99997701  =   0.99998055
 HU1665!UTM  18      -   1.00000354  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|---------------------------------------------------------------------|
 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
 HU1665.Superseded values are not recommended for survey control.
 HU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1665.See file dsdata.txt to determine how the superseded data were derived.
 HU1665
 HU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6786156055(NAD 83)
 HU1665_MARKER: DR = REFERENCE MARK DISK
 HU1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1665_SP_SET: CONCRETE POST
 HU1665_STAMPING: BETHEL NO 3 1974
 HU1665_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3902 ***********************************************************************
 JU3902  DESIGNATION -  BETHEL RM 3
 JU3902  PID         -  JU3902
 JU3902  STATE/COUNTY-  DE/NEW CASTLE
 JU3902  USGS QUAD   -  ELKTON (1992)
 JU3902
 JU3902                         *CURRENT SURVEY CONTROL
 JU3902  ___________________________________________________________________
 JU3902* NAD 83(1991)-  39 31 58.84381(N)    075 46 44.84478(W)     ADJUSTED  
 JU3902* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 JU3902  ___________________________________________________________________
 JU3902  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JU3902  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3902
 JU3902.The geoid height was determined by GEOID03.
 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       -  BETHEL AZ MK                             255 55 43.4
 JU3902:SPC MD       -  BETHEL AZ MK                             254 55 54.3
 JU3902:UTM  18      -  BETHEL AZ MK                             256 11 38.2
 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    3  
 JU3902
 JU3902.Superseded values are not recommended for survey control.
 JU3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3902.See file dsdata.txt to determine how the superseded data were derived.
 JU3902
 JU3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3304376218(NAD 83)
 JU3902_MARKER: DR = REFERENCE MARK DISK
 JU3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3902
 JU3902  HISTORY     - Date     Condition        Report By
 JU3902  HISTORY     - 1961     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4244 ***********************************************************************
 JU4244  DESIGNATION -  BIG STONE BEACH TOWER
 JU4244  PID         -  JU4244
 JU4244  STATE/COUNTY-  DE/KENT
 JU4244  USGS QUAD   -  BENNETTS PIER (1993)
 JU4244
 JU4244                         *CURRENT SURVEY CONTROL
 JU4244  ___________________________________________________________________
 JU4244* NAD 83(1991)-  39 00 01.16485(N)    075 19 42.64449(W)     ADJUSTED  
 JU4244* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU4244  ___________________________________________________________________
 JU4244  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU4244  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4244
 JU4244.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU4244
 JU4244.No superseded survey control is available for this station.
 JU4244
 JU4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7155416864(NAD 83)
 JU4244_MARKER: 57 = LOOKOUT TOWER
 JU4244_MARK LOGO: NOS   
 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 MARK NOT FOUND   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 = MARCH  2, 2009
 DI0949 ***********************************************************************
 DI0949  DESIGNATION -  BISBEE
 DI0949  PID         -  DI0949
 DI0949  STATE/COUNTY-  DE/SUSSEX
 DI0949  USGS QUAD   -  CAPE HENLOPEN (1991)
 DI0949
 DI0949                         *CURRENT SURVEY CONTROL
 DI0949  ___________________________________________________________________
 DI0949* NAD 83(1991)-  38 46 52.74832(N)    075 06 37.17829(W)     ADJUSTED  
 DI0949* NAVD 88     -         1.177  (meters)       3.86   (feet)  ADJUSTED  
 DI0949  ___________________________________________________________________
 DI0949  X           -   1,279,279.249 (meters)                     COMP
 DI0949  Y           -  -4,811,374.737 (meters)                     COMP
 DI0949  Z           -   3,973,399.957 (meters)                     COMP
 DI0949  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DI0949  ELLIP HEIGHT-         -34.414 (meters)          (08/09/06) ADJUSTED
 DI0949  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0949  DYNAMIC HT  -           1.176 (meters)       3.86  (feet)  COMP
 DI0949  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 DI0949
 DI0949  HORZ ORDER  -  B
 DI0949  VERT ORDER  -  SECOND    CLASS II
 DI0949  ELLP ORDER  -  FOURTH    CLASS II
 DI0949
 DI0949.The horizontal coordinates were established by GPS observations
 DI0949.and adjusted by the National Geodetic Survey in August 2006.
 DI0949
 DI0949.The orthometric height was determined by differential leveling
 DI0949.and adjusted in September 2008.
 DI0949.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0949
 DI0949.The ellipsoidal height was determined by GPS observations
 DI0949.and is referenced to NAD 83.
 DI0949
 DI0949.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0949;SPC DE       -    86,773.580   226,618.464   MT  1.00000372   +0 11 30.8
 DI0949;SPC DE       -   284,689.65    743,497.41   sFT  1.00000372   +0 11 30.8
 DI0949;UTM  18      - 4,292,515.550   490,417.227   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                          SUPERSEDED SURVEY CONTROL
 DI0949
 DI0949.No superseded survey control is available for this station.
 DI0949
 DI0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9041792516(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1818 ***********************************************************************
 HU1818  DESIGNATION -  BLACKWATER
 HU1818  PID         -  HU1818
 HU1818  STATE/COUNTY-  DE/SUSSEX
 HU1818  USGS QUAD   -  HEBRON (1992)
 HU1818
 HU1818                         *CURRENT SURVEY CONTROL
 HU1818  ___________________________________________________________________
 HU1818* NAD 83(1991)-  38 27 43.93003(N)    075 40 55.90040(W)     ADJUSTED  
 HU1818* NAVD 88     -        11.260  (meters)      36.94   (feet)  ADJUSTED  
 HU1818  ___________________________________________________________________
 HU1818  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 HU1818  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1818  DYNAMIC HT  -          11.253 (meters)      36.92  (feet)  COMP
 HU1818  MODELED GRAV-     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
 HU1818.and adjusted in June 1991.
 HU1818
 HU1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1818
 HU1818.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000382  x   1.00000161  =   1.00000543
 HU1818!SPC MD       -   1.00000382  x   0.99997574  =   0.99997956
 HU1818!UTM  18      -   1.00000382  x   0.99964362  =   0.99964744
 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 0354549.2 |
 HU1818| HU1816 BLACKWATER RM 3                     APPROX. 0.9 KM 0622246.5 |
 HU1818| HU1817 MONUMENT E W 34 DE MD               418.741 METERS 1331133.8 |
 HU1818| HU1831 BOUNDARY MON 34 E W DE MD           424.282 METERS 1340334.0 |
 HU1818| HU1819 BLACKWATER A 1974                   341.388 METERS 24324     |
 HU1818| DC7842 BLACKWATER RM 2                      25.420 METERS 26821     |
 HU1818| HU2754 SALISBURY TV STA WMDT MAST          APPROX. 6.4 KM 3132636.7 |
 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 (06/12/91)   11.506  (m)           37.75   (f) ADJUSTED    2 1
 HU1818
 HU1818.Superseded values are not recommended for survey control.
 HU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1818.See file dsdata.txt to determine how the superseded data were derived.
 HU1818
 HU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4048357320(NAD 83)
 HU1818_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1818_SP_SET: CONCRETE POST
 HU1818_STAMPING: BLACKWATER 1974
 HU1818_MARK LOGO: NGS   
 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             CGS
 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
 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 COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1816 ***********************************************************************
 HU1816  DESIGNATION -  BLACKWATER RM 3
 HU1816  PID         -  HU1816
 HU1816  STATE/COUNTY-  DE/SUSSEX
 HU1816  USGS QUAD   -  HEBRON (1992)
 HU1816
 HU1816                         *CURRENT SURVEY CONTROL
 HU1816  ___________________________________________________________________
 HU1816* NAD 83(1991)-  38 27 57.62519(N)    075 40 22.60633(W)     ADJUSTED  
 HU1816* NAVD 88     -        11.372  (meters)      37.31   (feet)  ADJUSTED  
 HU1816  ___________________________________________________________________
 HU1816  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HU1816  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1816  DYNAMIC HT  -          11.365 (meters)      37.29  (feet)  COMP
 HU1816  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 HU1816
 HU1816  HORZ ORDER  -  SECOND
 HU1816  VERT ORDER  -  SECOND    CLASS I
 HU1816
 HU1816.The horizontal coordinates were established by classical geodetic methods
 HU1816.and adjusted by the National Geodetic Survey in January 1992.
 HU1816
 HU1816.The orthometric height was determined by differential leveling
 HU1816.and adjusted in June 1991.
 HU1816
 HU1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1816
 HU1816.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU1816;SPC DE       -    51,758.050   177,633.619   MT  1.00000116   -0 09 33.9
 HU1816;SPC DE       -   169,809.54    582,786.30   sFT  1.00000116   -0 09 33.9
 HU1816;SPC MD       -    89,571.787   515,810.017   MT  0.99997527   +0 49 58.5
 HU1816;SPC MD       -   293,870.10  1,692,286.70   sFT  0.99997527   +0 49 58.5
 HU1816;UTM  18      - 4,257,735.987   441,292.646   MT  0.99964244   -0 25 07.0
 HU1816
 HU1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1816!SPC DE       -   1.00000380  x   1.00000116  =   1.00000496
 HU1816!SPC MD       -   1.00000380  x   0.99997527  =   0.99997907
 HU1816!UTM  18      -   1.00000380  x   0.99964244  =   0.99964624
 HU1816
 HU1816|---------------------------------------------------------------------|
 HU1816| PID    Reference Object                     Distance      Geod. Az  |
 HU1816|                                                           dddmmss.s |
 HU1816| HU1815 BRADLEY C 1974                      348.030 METERS 08922     |
 HU1816|---------------------------------------------------------------------|
 HU1816
 HU1816                          SUPERSEDED SURVEY CONTROL
 HU1816
 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 (06/12/91)   11.618  (m)           38.12   (f) ADJUSTED    2 1
 HU1816
 HU1816.Superseded values are not recommended for survey control.
 HU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1816.See file dsdata.txt to determine how the superseded data were derived.
 HU1816
 HU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4129357736(NAD 83)
 HU1816_MARKER: DR = REFERENCE MARK DISK
 HU1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1816_SP_SET: CONCRETE POST
 HU1816_STAMPING: BLACKWATER NO 3 1974
 HU1816_MARK LOGO: NGS   
 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 - April 19, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1702 ***********************************************************************
 JU1702  DESIGNATION -  BM USE
 JU1702  PID         -  JU1702
 JU1702  STATE/COUNTY-  DE/NEW CASTLE
 JU1702  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1702
 JU1702                         *CURRENT SURVEY CONTROL
 JU1702  ___________________________________________________________________
 JU1702* NAD 83(1986)-  39 42 38.     (N)    075 36 32.     (W)     SCALED    
 JU1702* NAVD 88     -         3.560  (meters)      11.68   (feet)  ADJUSTED  
 JU1702  ___________________________________________________________________
 JU1702  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU1702  DYNAMIC HT  -           3.559 (meters)      11.68  (feet)  COMP
 JU1702  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 JU1702
 JU1702  VERT ORDER  -  SECOND    CLASS 0
 JU1702
 JU1702.The horizontal coordinates were scaled from a topographic map and have
 JU1702.an estimated accuracy of +/- 6 seconds.
 JU1702
 JU1702.The orthometric height was determined by differential leveling
 JU1702.and adjusted in June 1991.
 JU1702
 JU1702.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1702
 JU1702  NGVD 29 (??/??/??)    3.909  (m)           12.82   (f) ADJUSTED    2 0
 JU1702
 JU1702.Superseded values are not recommended for survey control.
 JU1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1702.See file dsdata.txt to determine how the superseded data were derived.
 JU1702
 JU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ478958(NAD 83)
 JU1702_MARKER: DD = SURVEY DISK
 JU1702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1702_SP_SET: BRIDGE
 JU1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1702
 JU1702  HISTORY     - Date     Condition        Report By
 JU1702  HISTORY     - UNK      MONUMENTED       DOD
 JU1702  HISTORY     - 1969     GOOD             CGS
 JU1702  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3401 ***********************************************************************
 JU3401  DESIGNATION -  BOMBAY USE 1932
 JU3401  PID         -  JU3401
 JU3401  STATE/COUNTY-  DE/KENT
 JU3401  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3401
 JU3401                         *CURRENT SURVEY CONTROL
 JU3401  ___________________________________________________________________
 JU3401* NAD 83(1991)-  39 18 46.75597(N)    075 26 18.61802(W)     ADJUSTED  
 JU3401* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3401  ___________________________________________________________________
 JU3401  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JU3401  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3401
 JU3401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3401.See file dsdata.txt to determine how the superseded data were derived.
 JU3401
 JU3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6219751602(NAD 83)
 JU3401_MARKER: Z = SEE DESCRIPTION
 JU3401_SETTING: 2 = OBJECT DRIVEN INTO 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     - 1933     MONUMENTED       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 1933 (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 = MARCH  2, 2009
 JU3827 ***********************************************************************
 JU3827  DESIGNATION -  BOUNDARY INIT PT DE MD PA=ARC CORNER
 JU3827  PID         -  JU3827
 JU3827  STATE/COUNTY-  DE/NEW CASTLE
 JU3827  USGS QUAD   -  NEWARK WEST (1992)
 JU3827
 JU3827                         *CURRENT SURVEY CONTROL
 JU3827  ___________________________________________________________________
 JU3827* NAD 83(1991)-  39 43 19.92493(N)    075 46 25.60478(W)     ADJUSTED  
 JU3827* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 JU3827  ___________________________________________________________________
 JU3827  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JU3827  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3827
 JU3827.The geoid height was determined by GEOID03.
 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       -   0.99999659  x   1.00000654  =   1.00000313
 JU3827!SPC MD       -   0.99999659  x   1.00005897  =   1.00005556
 JU3827!SPC PA S     -   0.99999659  x   1.00003972  =   1.00003631
 JU3827!UTM  18      -   0.99999659  x   0.99965414  =   0.99965073
 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
 JU3827.Superseded values are not recommended for survey control.
 JU3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3827.See file dsdata.txt to determine how the superseded data were derived.
 JU3827
 JU3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3368397211(NAD 83)
 JU3827_MARKER: V = STONE MONUMENT
 JU3827_SETTING: 0 = UNSPECIFIED SETTING
 JU3827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3827+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 JU3827
 JU3827  HISTORY     - Date     Condition        Report By
 JU3827  HISTORY     - 1935     MONUMENTED       CGS
 JU3827  HISTORY     - 1983     GOOD             USPSQD
 JU3827  HISTORY     - 20010204 GOOD             USPSQD
 JU3827  HISTORY     - 20030307 GOOD             USPSQD
 JU3827  HISTORY     - 20080913 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4237 ***********************************************************************
 JU4237  DESIGNATION -  BOUNDARY MON 1+1/2 DE PA
 JU4237  PID         -  JU4237
 JU4237  STATE/COUNTY-  DE/NEW CASTLE
 JU4237  USGS QUAD   -  NEWARK WEST (1992)
 JU4237
 JU4237                         *CURRENT SURVEY CONTROL
 JU4237  ___________________________________________________________________
 JU4237* NAD 83(1991)-  39 44 32.69584(N)    075 45 48.53152(W)     ADJUSTED  
 JU4237* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 JU4237  ___________________________________________________________________
 JU4237  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JU4237  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4237
 JU4237.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   0.99999170  x   1.00003534  =   1.00002704
 JU4237!SPC MD       -   0.99999170  x   1.00006425  =   1.00005595
 JU4237!UTM  18      -   0.99999170  x   0.99965268  =   0.99964438
 JU4237
 JU4237                          SUPERSEDED SURVEY CONTROL
 JU4237
 JU4237  NAD 83(1986)-  39 44 32.68990(N)    075 45 48.53939(W) AD(       ) 2
 JU4237  NGVD 29 (11/15/91)   86.2    (m)          283.     (f) VERT ANG    3  
 JU4237
 JU4237.Superseded values are not recommended for survey control.
 JU4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4237.See file dsdata.txt to determine how the superseded data were derived.
 JU4237
 JU4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3458599447(NAD 83)
 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 = MARCH  2, 2009
 JU4241 ***********************************************************************
 JU4241  DESIGNATION -  BOUNDARY MON 13+1/2 DE PA
 JU4241  PID         -  JU4241
 JU4241  STATE/COUNTY-  DE/NEW CASTLE
 JU4241  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4241
 JU4241                         *CURRENT SURVEY CONTROL
 JU4241  ___________________________________________________________________
 JU4241* NAD 83(1991)-  39 50 17.90530(N)    075 35 13.85217(W)     ADJUSTED  
 JU4241* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 JU4241  ___________________________________________________________________
 JU4241  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JU4241  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4241
 JU4241.The geoid height was determined by GEOID03.
 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       -   0.99999634  x   0.99999762  =   0.99999396
 JU4241!SPC PA S     -   0.99999634  x   1.00001622  =   1.00001256
 JU4241!UTM  18      -   0.99999634  x   0.99963107  =   0.99962741
 JU4241
 JU4241                          SUPERSEDED SURVEY CONTROL
 JU4241
 JU4241  NAD 83(1986)-  39 50 17.90061(N)    075 35 13.85906(W) AD(       ) 2
 JU4241  NGVD 29 (11/15/91)   56.5    (m)          185.     (f) VERT ANG    3  
 JU4241
 JU4241.Superseded values are not recommended for survey control.
 JU4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4241.See file dsdata.txt to determine how the superseded data were derived.
 JU4241
 JU4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4976009976(NAD 83)
 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 = MARCH  2, 2009
 JU4242 ***********************************************************************
 JU4242  DESIGNATION -  BOUNDARY MON 20+1/2 DE PA
 JU4242  PID         -  JU4242
 JU4242  STATE/COUNTY-  DE/NEW CASTLE
 JU4242  USGS QUAD   -  MARCUS HOOK (1993)
 JU4242
 JU4242                         *CURRENT SURVEY CONTROL
 JU4242  ___________________________________________________________________
 JU4242* NAD 83(1991)-  39 49 20.77003(N)    075 27 31.91978(W)     ADJUSTED  
 JU4242* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 JU4242  ___________________________________________________________________
 JU4242  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JU4242  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4242
 JU4242.The geoid height was determined by GEOID03.
 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 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;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;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       -   0.99999904  x   0.99999516  =   0.99999420
 JU4242!SPC PA S     -   0.99999904  x   1.00001919  =   1.00001823
 JU4242!SPC NJ       -   0.99999904  x   0.99998293  =   0.99998197
 JU4242!UTM  18      -   0.99999904  x   0.99961898  =   0.99961802
 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    3  
 JU4242
 JU4242.Superseded values are not recommended for survey control.
 JU4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4242.See file dsdata.txt to determine how the superseded data were derived.
 JU4242
 JU4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6073008150(NAD 83)
 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 SUITABLE FOR
 JU4242+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 JU4242
 JU4242  HISTORY     - Date     Condition        Report By
 JU4242  HISTORY     - 1991     MONUMENTED       TWT
 JU4242  HISTORY     - 20060318 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1747 ***********************************************************************
 HU1747  DESIGNATION -  BOUNDARY MON 27 E W DE MD
 HU1747  PID         -  HU1747
 HU1747  STATE/COUNTY-  DE/SUSSEX
 HU1747  USGS QUAD   -  DELMAR (1992)
 HU1747
 HU1747                         *CURRENT SURVEY CONTROL
 HU1747  ___________________________________________________________________
 HU1747* NAD 83(1991)-  38 27 19.36622(N)    075 32 59.50182(W)     NO CHECK  
 HU1747* NAVD 88     -        14.900  (meters)      48.88   (feet)  ADJUSTED  
 HU1747  ___________________________________________________________________
 HU1747  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HU1747  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU1747  DYNAMIC HT  -          14.891 (meters)      48.85  (feet)  COMP
 HU1747  MODELED GRAV-     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.No horizontal observational check was made to the station.
 HU1747
 HU1747.The orthometric height was determined by differential leveling
 HU1747.and adjusted in June 1991.
 HU1747
 HU1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1747
 HU1747.The geoid height was determined by GEOID03.
 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;                    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  =   0.99963161
 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
 HU1747.Superseded values are not recommended for survey control.
 HU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1747.See file dsdata.txt to determine how the superseded data were derived.
 HU1747
 HU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5202456485(NAD 83)
 HU1747_MARKER: DU = BOUNDARY MARKER
 HU1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1747_SP_SET: CONCRETE POST
 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
 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-.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1750 ***********************************************************************
 HU1750  DESIGNATION -  BOUNDARY MON 28 E W DE MD
 HU1750  PID         -  HU1750
 HU1750  STATE/COUNTY-  DE/SUSSEX
 HU1750  USGS QUAD   -  DELMAR (1992)
 HU1750
 HU1750                         *CURRENT SURVEY CONTROL
 HU1750  ___________________________________________________________________
 HU1750* NAD 83(1991)-  38 27 21.48331(N)    075 34 18.67363(W)     NO CHECK  
 HU1750* NAVD 88     -        14.970  (meters)      49.11   (feet)  ADJUSTED  
 HU1750  ___________________________________________________________________
 HU1750  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU1750  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU1750  DYNAMIC HT  -          14.960 (meters)      49.08  (feet)  COMP
 HU1750  MODELED GRAV-     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.No horizontal observational check was made to the station.
 HU1750
 HU1750.The orthometric height was determined by differential leveling
 HU1750.and adjusted in June 1991.
 HU1750
 HU1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1750
 HU1750.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000325  x   0.99999726  =   1.00000051
 HU1750!SPC MD       -   1.00000325  x   0.99997653  =   0.99997978
 HU1750!UTM  18      -   1.00000325  x   0.99963066  =   0.99963391
 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
 HU1750.Superseded values are not recommended for survey control.
 HU1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1750.See file dsdata.txt to determine how the superseded data were derived.
 HU1750
 HU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5010556562(NAD 83)
 HU1750_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1750_SP_SET: CONCRETE POST
 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
 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-.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1748 ***********************************************************************
 HU1748  DESIGNATION -  BOUNDARY MON 29 E W DE MD
 HU1748  PID         -  HU1748
 HU1748  STATE/COUNTY-  DE/SUSSEX
 HU1748  USGS QUAD   -  DELMAR (1992)
 HU1748
 HU1748                         *CURRENT SURVEY CONTROL
 HU1748  ___________________________________________________________________
 HU1748* NAD 83(1991)-  38 27 22.60415(N)    075 35 00.81589(W)     NO CHECK  
 HU1748* NAVD 88     -        14.859  (meters)      48.75   (feet)  ADJUSTED  
 HU1748  ___________________________________________________________________
 HU1748  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HU1748  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU1748  DYNAMIC HT  -          14.850 (meters)      48.72  (feet)  COMP
 HU1748  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 HU1748
 HU1748  HORZ ORDER  -  THIRD
 HU1748  VERT ORDER  -  SECOND    CLASS I
 HU1748
 HU1748.The horizontal coordinates were established by classical geodetic methods
 HU1748.and adjusted by the National Geodetic Survey in January 1992.
 HU1748.No horizontal observational check was made to the station.
 HU1748
 HU1748.The orthometric height was determined by differential leveling
 HU1748.and adjusted in June 1991.
 HU1748
 HU1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1748
 HU1748.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU1748;SPC DE       -    50,660.268   185,432.708   MT  0.99999761   -0 06 13.7
 HU1748;SPC DE       -   166,207.90    608,373.81   sFT  0.99999761   -0 06 13.7
 HU1748;SPC MD       -    88,609.292   523,626.768   MT  0.99997649   +0 53 20.4
 HU1748;SPC MD       -   290,712.32  1,717,932.15   sFT  0.99997649   +0 53 20.4
 HU1748;UTM  18      - 4,256,603.348   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                          SUPERSEDED SURVEY CONTROL
 HU1748
 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
 HU1748.Superseded values are not recommended for survey control.
 HU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1748.See file dsdata.txt to determine how the superseded data were derived.
 HU1748
 HU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4908456603(NAD 83)
 HU1748_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1748_SP_SET: CONCRETE POST
 HU1748_STAMPING: E-W NO. 29 1981
 HU1748_MARK LOGO: MDDEBC
 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 - December 04, 1989
 HU1748
 HU1748  HISTORY     - Date     Condition        Report By
 HU1748  HISTORY     - 1981     MONUMENTED       NGS
 HU1748  HISTORY     - 19891204 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4238 ***********************************************************************
 JU4238  DESIGNATION -  BOUNDARY MON 3 DE PA
 JU4238  PID         -  JU4238
 JU4238  STATE/COUNTY-  DE/NEW CASTLE
 JU4238  USGS QUAD   -  WEST GROVE (1973)
 JU4238
 JU4238                         *CURRENT SURVEY CONTROL
 JU4238  ___________________________________________________________________
 JU4238* NAD 83(1991)-  39 45 41.15831(N)    075 44 59.54130(W)     ADJUSTED  
 JU4238* NAVD 88     -        86.9    (meters)     285.     (feet)  VERTCON   
 JU4238  ___________________________________________________________________
 JU4238  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JU4238  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4238
 JU4238.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   0.99999154  x   1.00003133  =   1.00002287
 JU4238!SPC MD       -   0.99999154  x   1.00006934  =   1.00006088
 JU4238!UTM  18      -   0.99999154  x   0.99965079  =   0.99964233
 JU4238
 JU4238                          SUPERSEDED SURVEY CONTROL
 JU4238
 JU4238  NAD 83(1986)-  39 45 41.15268(N)    075 44 59.54920(W) AD(       ) 2
 JU4238  NGVD 29 (11/15/91)   87.2    (m)          286.     (f) VERT ANG    3  
 JU4238
 JU4238.Superseded values are not recommended for survey control.
 JU4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4238.See file dsdata.txt to determine how the superseded data were derived.
 JU4238
 JU4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3576901548(NAD 83)
 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 SUITABLE FOR
 JU4238+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JU4238
 JU4238  HISTORY     - Date     Condition        Report By
 JU4238  HISTORY     - 1991     MONUMENTED       TWT
 JU4238  HISTORY     - 20030308 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4239 ***********************************************************************
 JU4239  DESIGNATION -  BOUNDARY MON 3+1/2 DE PA
 JU4239  PID         -  JU4239
 JU4239  STATE/COUNTY-  DE/NEW CASTLE
 JU4239  USGS QUAD   -  KENNETT SQUARE (1993)
 JU4239
 JU4239                         *CURRENT SURVEY CONTROL
 JU4239  ___________________________________________________________________
 JU4239* NAD 83(1991)-  39 46 02.81580(N)    075 44 40.71210(W)     ADJUSTED  
 JU4239* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 JU4239  ___________________________________________________________________
 JU4239  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JU4239  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4239
 JU4239.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   0.99998927  x   1.00003008  =   1.00001935
 JU4239!SPC MD       -   0.99998927  x   1.00007097  =   1.00006023
 JU4239!UTM  18      -   0.99998927  x   0.99965008  =   0.99963935
 JU4239
 JU4239                          SUPERSEDED SURVEY CONTROL
 JU4239
 JU4239  NAD 83(1986)-  39 46 02.81012(N)    075 44 40.72021(W) AD(       ) 2
 JU4239  NGVD 29 (11/15/91)  101.7    (m)          334.     (f) VERT ANG    3  
 JU4239
 JU4239.Superseded values are not recommended for survey control.
 JU4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4239.See file dsdata.txt to determine how the superseded data were derived.
 JU4239
 JU4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3622202212(NAD 83)
 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 = MARCH  2, 2009
 HU1752 ***********************************************************************
 HU1752  DESIGNATION -  BOUNDARY MON 30 E W DE MD
 HU1752  PID         -  HU1752
 HU1752  STATE/COUNTY-  DE/SUSSEX
 HU1752  USGS QUAD   -  DELMAR (1992)
 HU1752
 HU1752                         *CURRENT SURVEY CONTROL
 HU1752  ___________________________________________________________________
 HU1752* NAD 83(1991)-  38 27 24.34803(N)    075 36 06.71270(W)     ADJUSTED  
 HU1752* NAVD 88     -        13.348  (meters)      43.79   (feet)  ADJUSTED  
 HU1752  ___________________________________________________________________
 HU1752  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HU1752  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU1752  DYNAMIC HT  -          13.340 (meters)      43.77  (feet)  COMP
 HU1752  MODELED GRAV-     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
 HU1752.and adjusted in June 1991.
 HU1752
 HU1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1752
 HU1752.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000350  x   0.99999822  =   1.00000172
 HU1752!SPC MD       -   1.00000350  x   0.99997643  =   0.99997993
 HU1752!UTM  18      -   1.00000350  x   0.99963396  =   0.99963746
 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
 HU1752.Superseded values are not recommended for survey control.
 HU1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1752.See file dsdata.txt to determine how the superseded data were derived.
 HU1752
 HU1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4748756667(NAD 83)
 HU1752_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1752_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 HU1749 ***********************************************************************
 HU1749  DESIGNATION -  BOUNDARY MON 31 E W DE MD
 HU1749  PID         -  HU1749
 HU1749  STATE/COUNTY-  DE/SUSSEX
 HU1749  USGS QUAD   -  DELMAR (1992)
 HU1749
 HU1749                         *CURRENT SURVEY CONTROL
 HU1749  ___________________________________________________________________
 HU1749* NAD 83(1991)-  38 27 27.05052(N)    075 37 20.84615(W)     NO CHECK  
 HU1749* NAVD 88     -        13.911  (meters)      45.64   (feet)  ADJUSTED  
 HU1749  ___________________________________________________________________
 HU1749  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HU1749  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU1749  DYNAMIC HT  -          13.903 (meters)      45.61  (feet)  COMP
 HU1749  MODELED GRAV-     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.No horizontal observational check was made to the station.
 HU1749
 HU1749.The orthometric height was determined by differential leveling
 HU1749.and adjusted in June 1991.
 HU1749
 HU1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1749
 HU1749.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000341  x   0.99999897  =   1.00000238
 HU1749!SPC MD       -   1.00000341  x   0.99997633  =   0.99997974
 HU1749!UTM  18      -   1.00000341  x   0.99963632  =   0.99963973
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1749.See file dsdata.txt to determine how the superseded data were derived.
 HU1749
 HU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4569156763(NAD 83)
 HU1749_MARKER: DU = BOUNDARY MARKER
 HU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1749_SP_SET: CONCRETE POST
 HU1749_STAMPING: E-W NO. 31 1981
 HU1749_MARK LOGO: MDDEBC
 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 NOT SUITABLE FOR
 HU1749+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 HU1749
 HU1749  HISTORY     - Date     Condition        Report By
 HU1749  HISTORY     - 1981     MONUMENTED       NGS
 HU1749  HISTORY     - 19891120 GOOD             NGS
 HU1749  HISTORY     - 20040719 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1828 ***********************************************************************
 HU1828  DESIGNATION -  BOUNDARY MON 32 E W DE MD
 HU1828  PID         -  HU1828
 HU1828  STATE/COUNTY-  DE/SUSSEX
 HU1828  USGS QUAD   -  HEBRON (1992)
 HU1828
 HU1828                         *CURRENT SURVEY CONTROL
 HU1828  ___________________________________________________________________
 HU1828* NAD 83(1991)-  38 27 30.38948(N)    075 38 52.98251(W)     NO CHECK  
 HU1828* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 HU1828  ___________________________________________________________________
 HU1828  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HU1828  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1828
 HU1828.The geoid height was determined by GEOID03.
 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       -   1.00000362  x   1.00000002  =   1.00000364
 HU1828!SPC MD       -   1.00000362  x   0.99997622  =   0.99997984
 HU1828!UTM  18      -   1.00000362  x   0.99963937  =   0.99964299
 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    3  
 HU1828
 HU1828.Superseded values are not recommended for survey control.
 HU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1828.See file dsdata.txt to determine how the superseded data were derived.
 HU1828
 HU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4345956881(NAD 83)
 HU1828_MARKER: DU = BOUNDARY MARKER
 HU1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1828_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1812 ***********************************************************************
 HU1812  DESIGNATION -  BOUNDARY MON 33 E W DE MD
 HU1812  PID         -  HU1812
 HU1812  STATE/COUNTY-  DE/SUSSEX
 HU1812  USGS QUAD   -  HEBRON (1992)
 HU1812
 HU1812                         *CURRENT SURVEY CONTROL
 HU1812  ___________________________________________________________________
 HU1812* NAD 83(1991)-  38 27 32.29480(N)    075 39 45.83645(W)     NO CHECK  
 HU1812* NAVD 88     -        11.695  (meters)      38.37   (feet)  ADJUSTED  
 HU1812  ___________________________________________________________________
 HU1812  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HU1812  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU1812  DYNAMIC HT  -          11.688 (meters)      38.35  (feet)  COMP
 HU1812  MODELED GRAV-     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.No horizontal observational check was made to the station.
 HU1812
 HU1812.The orthometric height was determined by differential leveling
 HU1812.and adjusted in June 1991.
 HU1812
 HU1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1812
 HU1812.The geoid height was determined by GEOID03.
 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;                    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  =   0.99964492
 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)   11.941  (m)           39.18   (f) ADJUSTED    2 1
 HU1812
 HU1812.Superseded values are not recommended for survey control.
 HU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1812.See file dsdata.txt to determine how the superseded data were derived.
 HU1812
 HU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4217856949(NAD 83)
 HU1812_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1812_SP_SET: CONCRETE POST
 HU1812_STAMPING: E-W NO. 33 1981
 HU1812_MARK LOGO: MDDEBC
 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 - February 28, 1990
 HU1812
 HU1812  HISTORY     - Date     Condition        Report By
 HU1812  HISTORY     - 1981     MONUMENTED       NGS
 HU1812  HISTORY     - 19900228 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1831 ***********************************************************************
 HU1831  DESIGNATION -  BOUNDARY MON 34 E W DE MD
 HU1831  PID         -  HU1831
 HU1831  STATE/COUNTY-  DE/SUSSEX
 HU1831  USGS QUAD   -  HEBRON (1992)
 HU1831
 HU1831                         *CURRENT SURVEY CONTROL
 HU1831  ___________________________________________________________________
 HU1831* NAD 83(1991)-  38 27 34.36118(N)    075 40 43.32466(W)     ADJUSTED  
 HU1831* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 HU1831  ___________________________________________________________________
 HU1831  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 HU1831  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1831
 HU1831.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1831
 HU1831.Superseded values are not recommended for survey control.
 HU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1831.See file dsdata.txt to determine how the superseded data were derived.
 HU1831
 HU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4078557023(NAD 83)
 HU1831_MARKER: DU = BOUNDARY MARKER
 HU1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1831_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 JU4240 ***********************************************************************
 JU4240  DESIGNATION -  BOUNDARY MON 6+1/2 DE PA
 JU4240  PID         -  JU4240
 JU4240  STATE/COUNTY-  DE/NEW CASTLE
 JU4240  USGS QUAD   -  KENNETT SQUARE (1993)
 JU4240
 JU4240                         *CURRENT SURVEY CONTROL
 JU4240  ___________________________________________________________________
 JU4240* NAD 83(1991)-  39 47 57.81458(N)    075 42 23.93598(W)     ADJUSTED  
 JU4240* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 JU4240  ___________________________________________________________________
 JU4240  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 JU4240  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4240
 JU4240.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU4240
 JU4240  NAD 83(1986)-  39 47 57.80919(N)    075 42 23.94427(W) AD(       ) 2
 JU4240  NGVD 29 (11/15/91)   99.6    (m)          327.     (f) VERT ANG    3  
 JU4240
 JU4240.Superseded values are not recommended for survey control.
 JU4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4240.See file dsdata.txt to determine how the superseded data were derived.
 JU4240
 JU4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3950405731(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1443 ***********************************************************************
 HU1443  DESIGNATION -  BOUNDARY MON INITIAL DE MD
 HU1443  PID         -  HU1443
 HU1443  STATE/COUNTY-  DE/SUSSEX
 HU1443  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1443
 HU1443                         *CURRENT SURVEY CONTROL
 HU1443  ___________________________________________________________________
 HU1443* NAD 83(1991)-  38 27 04.50984(N)    075 03 17.81367(W)     ADJUSTED  
 HU1443* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1443  ___________________________________________________________________
 HU1443  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HU1443  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1443
 HU1443.The geoid height was determined by GEOID03.
 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  =   0.99960547
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1443.See file dsdata.txt to determine how the superseded data were derived.
 HU1443
 HU1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9520555886(NAD 83)
 HU1443_MARKER: DR = REFERENCE MARK DISK
 HU1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1443+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 HU1443
 HU1443  HISTORY     - Date     Condition        Report By
 HU1443  HISTORY     - 1932     MONUMENTED       CGS
 HU1443  HISTORY     - 1974     GOOD             NGS
 HU1443  HISTORY     - 20060522 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3613 ***********************************************************************
 JU3613  DESIGNATION -  BOUNDARY MONUMENT 16 DE MD RESET
 JU3613  PID         -  JU3613
 JU3613  STATE/COUNTY-  DE/NEW CASTLE
 JU3613  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3613
 JU3613                         *CURRENT SURVEY CONTROL
 JU3613  ___________________________________________________________________
 JU3613* NAD 83(1991)-  39 50 20.20129(N)    075 32 24.88676(W)     ADJUSTED  
 JU3613* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JU3613  ___________________________________________________________________
 JU3613  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 JU3613  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3613
 JU3613.The geoid height was determined by GEOID03.
 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  =   0.99961315
 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
 JU3613.Superseded values are not recommended for survey control.
 JU3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3613.See file dsdata.txt to determine how the superseded data were derived.
 JU3613
 JU3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5377610022(NAD 83)
 JU3613_MARKER: X = CHISELED CROSS
 JU3613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3613+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 JU3613
 JU3613  HISTORY     - Date     Condition        Report By
 JU3613  HISTORY     - 1961     MONUMENTED       CGS
 JU3613  HISTORY     - 20050420 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3627 ***********************************************************************
 JU3627  DESIGNATION -  BOUNDARY MONUMENT 17 DE PA
 JU3627  PID         -  JU3627
 JU3627  STATE/COUNTY-  DE/NEW CASTLE
 JU3627  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3627
 JU3627                         *CURRENT SURVEY CONTROL
 JU3627  ___________________________________________________________________
 JU3627* NAD 83(1991)-  39 50 13.80433(N)    075 31 17.73485(W)     ADJUSTED  
 JU3627* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 JU3627  ___________________________________________________________________
 JU3627  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JU3627  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3627
 JU3627.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   0.99998403  x   1.00001643  =   1.00000045
 JU3627!SPC NJ       -   0.99998403  x   0.99999409  =   0.99997812
 JU3627!UTM  18      -   0.99998403  x   0.99962452  =   0.99960855
 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
 JU3627.Superseded values are not recommended for survey control.
 JU3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3627.See file dsdata.txt to determine how the superseded data were derived.
 JU3627
 JU3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5537109815(NAD 83)
 JU3627_MARKER: V = STONE MONUMENT
 JU3627_SETTING: 0 = UNSPECIFIED SETTING
 JU3627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3627+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU3627
 JU3627  HISTORY     - Date     Condition        Report By
 JU3627  HISTORY     - 1892     MONUMENTED       LOCSUR
 JU3627  HISTORY     - 1933     GOOD             CGS
 JU3627  HISTORY     - 19920530 GOOD             USPSQD
 JU3627  HISTORY     - 20011203 GOOD             NGS
 JU3627  HISTORY     - 20060305 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3629 ***********************************************************************
 JU3629  DESIGNATION -  BOUNDARY MONUMENT 16 1/2 DE PA
 JU3629  PID         -  JU3629
 JU3629  STATE/COUNTY-  DE/NEW CASTLE
 JU3629  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3629
 JU3629                         *CURRENT SURVEY CONTROL
 JU3629  ___________________________________________________________________
 JU3629* NAD 83(1991)-  39 50 17.56653(N)    075 31 51.19763(W)     ADJUSTED  
 JU3629* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 JU3629  ___________________________________________________________________
 JU3629  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JU3629  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3629
 JU3629.The geoid height was determined by GEOID03.
 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       -   0.99998606  x   0.99999618  =   0.99998224
 JU3629!SPC PA S     -   0.99998606  x   1.00001624  =   1.00000230
 JU3629!UTM  18      -   0.99998606  x   0.99962540  =   0.99961147
 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
 JU3629.Superseded values are not recommended for survey control.
 JU3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3629.See file dsdata.txt to determine how the superseded data were derived.
 JU3629
 JU3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5457709936(NAD 83)
 JU3629_MARKER: DS = TRIANGULATION STATION DISK
 JU3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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  HISTORY     - 19930130 MARK NOT FOUND   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.
 JU3629
 JU3629                          STATION RECOVERY (1993)
 JU3629
 JU3629'RECOVERY NOTE BY US POWER SQUADRON 1993 (EHK)
 JU3629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3472 ***********************************************************************
 JU3472  DESIGNATION -  BOUNDARY MONUMENT 49 DE MD
 JU3472  PID         -  JU3472
 JU3472  STATE/COUNTY-  DE/KENT
 JU3472  USGS QUAD   -  SUDLERSVILLE (1993)
 JU3472
 JU3472                         *CURRENT SURVEY CONTROL
 JU3472  ___________________________________________________________________
 JU3472* NAD 83(1991)-  39 10 15.14941(N)    075 44 59.87355(W)     ADJUSTED  
 JU3472* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 JU3472  ___________________________________________________________________
 JU3472  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 JU3472  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3472
 JU3472.The geoid height was determined by GEOID03.
 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                          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    3  
 JU3472
 JU3472.Superseded values are not recommended for survey control.
 JU3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3472.See file dsdata.txt to determine how the superseded data were derived.
 JU3472
 JU3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3521536007(NAD 83)
 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 = MARCH  2, 2009
 HU2021 ***********************************************************************
 HU2021  DESIGNATION -  BOUNDARY MONUMENT 5 DEL MD
 HU2021  PID         -  HU2021
 HU2021  STATE/COUNTY-  DE/SUSSEX
 HU2021  USGS QUAD   -  SHARPTOWN (1992)
 HU2021
 HU2021                         *CURRENT SURVEY CONTROL
 HU2021  ___________________________________________________________________
 HU2021* NAD 83(1991)-  38 31 57.24508(N)    075 41 57.66610(W)     ADJUSTED  
 HU2021* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 HU2021  ___________________________________________________________________
 HU2021  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HU2021  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2021
 HU2021.The geoid height was determined by GEOID03.
 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                          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    3  
 HU2021
 HU2021.Superseded values are not recommended for survey control.
 HU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2021.See file dsdata.txt to determine how the superseded data were derived.
 HU2021
 HU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3904565139(NAD 83)
 HU2021_MARKER: X = CHISELED CROSS
 HU2021_SETTING: 0 = UNSPECIFIED SETTING
 HU2021_MARK LOGO: CGS   
 HU2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     MONUMENTED       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 = MARCH  2, 2009
 JU3473 ***********************************************************************
 JU3473  DESIGNATION -  BOUNDARY MONUMENT 50 DE MD
 JU3473  PID         -  JU3473
 JU3473  STATE/COUNTY-  DE/KENT
 JU3473  USGS QUAD   -  SUDLERSVILLE (1993)
 JU3473
 JU3473                         *CURRENT SURVEY CONTROL
 JU3473  ___________________________________________________________________
 JU3473* NAD 83(1991)-  39 11 07.09132(N)    075 45 04.05092(W)     ADJUSTED  
 JU3473* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 JU3473  ___________________________________________________________________
 JU3473  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 JU3473  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3473
 JU3473.The geoid height was determined by GEOID03.
 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       -   1.00000201  x   1.00000528  =   1.00000729
 JU3473!SPC MD       -   1.00000201  x   0.99996440  =   0.99996641
 JU3473!UTM  18      -   1.00000201  x   0.99965182  =   0.99965383
 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    3  
 JU3473
 JU3473.Superseded values are not recommended for survey control.
 JU3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3473.See file dsdata.txt to determine how the superseded data were derived.
 JU3473
 JU3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3512837609(NAD 83)
 JU3473_MARKER: V = STONE MONUMENT
 JU3473_SETTING: 0 = UNSPECIFIED SETTING
 JU3473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     MONUMENTED       CGS
 JU3473  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 JU3473  HISTORY     - 20080314 GOOD             GEOCAC
 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' 
 JU3473' 
 JU3473' 
 JU3473' 
 JU3473' 
 JU3473' 
 JU3473' 
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2023 ***********************************************************************
 HU2023  DESIGNATION -  BOUNDARY MONUMENT 6 DEL MD
 HU2023  PID         -  HU2023
 HU2023  STATE/COUNTY-  DE/SUSSEX
 HU2023  USGS QUAD   -  SHARPTOWN (1992)
 HU2023
 HU2023                         *CURRENT SURVEY CONTROL
 HU2023  ___________________________________________________________________
 HU2023* NAD 83(1991)-  38 32 49.47752(N)    075 42 01.76604(W)     ADJUSTED  
 HU2023* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 HU2023  ___________________________________________________________________
 HU2023  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HU2023  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2023
 HU2023.The geoid height was determined by GEOID03.
 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;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       -   1.00000476  x   1.00000254  =   1.00000730
 HU2023!UTM  18      -   1.00000476  x   0.99964589  =   0.99965065
 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    3  
 HU2023
 HU2023.Superseded values are not recommended for survey control.
 HU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2023.See file dsdata.txt to determine how the superseded data were derived.
 HU2023
 HU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3895866750(NAD 83)
 HU2023_MARKER: 71 = BOUNDARY MONUMENT
 HU2023_SETTING: 0 = UNSPECIFIED SETTING
 HU2023_MARK LOGO: CGS   
 HU2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2023+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU2023
 HU2023  HISTORY     - Date     Condition        Report By
 HU2023  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2023  HISTORY     - 19840615 GOOD             NGS
 HU2023  HISTORY     - 20071001 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3416 ***********************************************************************
 JU3416  DESIGNATION -  BOUNDARY REF MON 6
 JU3416  PID         -  JU3416
 JU3416  STATE/COUNTY-  DE/NEW CASTLE
 JU3416  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3416
 JU3416                         *CURRENT SURVEY CONTROL
 JU3416  ___________________________________________________________________
 JU3416* NAD 83(1991)-  39 29 47.67146(N)    075 32 32.36034(W)     ADJUSTED  
 JU3416* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3416  ___________________________________________________________________
 JU3416  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU3416  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3416  HORZ ORDER  -  THIRD
 JU3416
 JU3416.The horizontal coordinates were established by classical geodetic methods
 JU3416.and adjusted by the National Geodetic Survey in January 1992.
 JU3416
 JU3416.The orthometric height was scaled from a topographic map.
 JU3416
 JU3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3416
 JU3416.The geoid height was determined by GEOID03.
 JU3416
 JU3416;                    North         East     Units Scale Factor Converg.
 JU3416;SPC DE       -   166,142.586   189,191.450   MT  0.99999644   -0 04 47.7
 JU3416;SPC DE       -   545,086.13    620,705.62   sFT  0.99999644   -0 04 47.7
 JU3416;SPC NJ       -    74,143.553    60,349.904   MT  0.99999892   -0 39 46.8
 JU3416;SPC NJ       -   243,252.64    197,997.98   sFT  0.99999892   -0 39 46.8
 JU3416;UTM  18      - 4,372,024.811   453,369.239   MT  0.99962677   -0 20 41.8
 JU3416
 JU3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3416!SPC DE       -   1.00000484  x   0.99999644  =   1.00000128
 JU3416!SPC NJ       -   1.00000484  x   0.99999892  =   1.00000376
 JU3416!UTM  18      -   1.00000484  x   0.99962677  =   0.99963161
 JU3416
 JU3416                          SUPERSEDED SURVEY CONTROL
 JU3416
 JU3416  NAD 83(1986)-  39 29 47.66314(N)    075 32 32.36947(W) AD(       ) 3
 JU3416  NAD 27      -  39 29 47.25500(N)    075 32 33.64000(W) AD(       ) 3
 JU3416
 JU3416.Superseded values are not recommended for survey control.
 JU3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3416.See file dsdata.txt to determine how the superseded data were derived.
 JU3416
 JU3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336972025(NAD 83)
 JU3416_MARKER: Z = SEE DESCRIPTION
 JU3416_SETTING: 0 = UNSPECIFIED SETTING
 JU3416_STAMPING: DELAWARE - NEW JERSEY BOUNDARY 1934
 JU3416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3416
 JU3416  HISTORY     - Date     Condition        Report By
 JU3416  HISTORY     - 1934     MONUMENTED       LOCSUR
 JU3416  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3416
 JU3416                          STATION DESCRIPTION
 JU3416
 JU3416'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934 (JHB)
 JU3416'ON THE E SIDE OF THE DELAWARE RIVER, ON THE W SIDE OF ARTIFICIAL
 JU3416'ISLAND, ABOUT 1/2 MILE S OF THE N END OF THE ISLAND AND 21.8
 JU3416'METERS INSHORE FROM THE OUTSIDE STRINGER ALONG THE PILING OF THE
 JU3416'RETAINING WALL ALONG THE W SIDE OF THE ISLAND.  THE MONUMENT IS
 JU3416'SET ON THE TOP OF THE EMBANKMENT.  TRIANGULATION STATION
 JU3416'ARTIFICIAL IS 12.97 METERS S OF THE MONUMENT.
 JU3416'
 JU3416'THE MONUMENT IS BUILT OF CONCRETE, PROJECTS ABOUT 3-1/2 FEET
 JU3416'ABOVE THE SURFACE OF THE GROUND AND HAS A DELAWARE-NEW JERSEY
 JU3416'BOUNDARY TABLET SET IN THE TOP.
 JU3416
 JU3416                          STATION RECOVERY (1946)
 JU3416
 JU3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3416'A SEARCH WAS MADE FOR THE ABOVE STATION BY TWO MEN FOR
 JU3416'APPROXIMATELY 2 HOURS, BUT ON ACCOUNT OF THE INADEQUATE
 JU3416'DESCRIPTION AND A VERY HEAVY GROWTH OF BRUSH (ELDER, HONEYSUCKLE,
 JU3416'ETC.) COVERING THE AREA, THE STATION WAS NOT RECOVERED.
 JU3416'
 JU3416'IT IS RECOMMENDED THAT THIS STATION BE PLOTTED 12.97 METERS N
 JU3416'OF ARTIFICIAL, 1934, ACCORDING TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1439 ***********************************************************************
 JU1439  DESIGNATION -  BRANDYWINE
 JU1439  PID         -  JU1439
 JU1439  STATE/COUNTY-  DE/NEW CASTLE
 JU1439  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1439
 JU1439                         *CURRENT SURVEY CONTROL
 JU1439  ___________________________________________________________________
 JU1439* NAD 83(1991)-  39 45 37.26215(N)    075 33 03.25141(W)     ADJUSTED  
 JU1439* NAVD 88     -        34.281  (meters)     112.47   (feet)  ADJUSTED  
 JU1439  ___________________________________________________________________
 JU1439  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU1439  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1439  DYNAMIC HT  -          34.265 (meters)     112.42  (feet)  COMP
 JU1439  MODELED GRAV-     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
 JU1439.and adjusted in June 1991.
 JU1439.WARNING-Repeat measurements at this control monument indicate possible
 JU1439.vertical movement.
 JU1439
 JU1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1439
 JU1439.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JU1439| PID    Reference Object                     Distance      Geod. Az  |
 JU1439|                                                           dddmmss.s |
 JU1439| JU3610 BRANDYWINE A 1959                   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 (??/??/??)   34.665  (m)          113.73   (f) ADJUSTED    2 0
 JU1439
 JU1439.Superseded values are not recommended for survey control.
 JU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1439.See file dsdata.txt to determine how the superseded data were derived.
 JU1439
 JU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281101304(NAD 83)
 JU1439_MARKER: DS = TRIANGULATION STATION DISK
 JU1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1439_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3610 ***********************************************************************
 JU3610  DESIGNATION -  BRANDYWINE A 1959
 JU3610  PID         -  JU3610
 JU3610  STATE/COUNTY-  DE/NEW CASTLE
 JU3610  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3610
 JU3610                         *CURRENT SURVEY CONTROL
 JU3610  ___________________________________________________________________
 JU3610* NAD 83(1991)-  39 45 34.02958(N)    075 33 00.05694(W)     ADJUSTED  
 JU3610* NAVD 88     -        30.00   (+/-2cm)      98.4    (feet)  VERTCON   
 JU3610  ___________________________________________________________________
 JU3610  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU3610  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU3610
 JU3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3610
 JU3610.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JU3610| PID    Reference Object                     Distance      Geod. Az  |
 JU3610|                                                           dddmmss.s |
 JU3610| JU3606 COOL H 1959                          56.427 METERS 15019     |
 JU3610| JU1439 BRANDYWINE                          125.386 METERS 32240     |
 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 (03/31/99)   30.32   (m)           99.5    (f) LEVELING    3  
 JU3610
 JU3610.Superseded values are not recommended for survey control.
 JU3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3610.See file dsdata.txt to determine how the superseded data were derived.
 JU3610
 JU3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5288601204(NAD 83)
 JU3610_MARKER: DE = TRAVERSE STATION DISK
 JU3610_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3610+WITH SETTING: PAVEMENT
 JU3610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3610+STABILITY: SURFACE MOTION
 JU3610
 JU3610  HISTORY     - Date     Condition        Report By
 JU3610  HISTORY     - 1959     MONUMENTED       CGS
 JU3610  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 JU3610
 JU3610                          STATION DESCRIPTION
 JU3610
 JU3610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (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 = MARCH  2, 2009
 JU4066 ***********************************************************************
 JU4066  DESIGNATION -  BRANDYWINE A RESET
 JU4066  PID         -  JU4066
 JU4066  STATE/COUNTY-  DE/NEW CASTLE
 JU4066  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4066
 JU4066                         *CURRENT SURVEY CONTROL
 JU4066  ___________________________________________________________________
 JU4066* NAD 83(1986)-  39 45 33.6    (N)    075 33 00.0    (W)     HD_HELD2  
 JU4066* NAVD 88     -        29.935  (meters)      98.21   (feet)  ADJUSTED  
 JU4066  ___________________________________________________________________
 JU4066  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU4066  DYNAMIC HT  -          29.921 (meters)      98.17  (feet)  COMP
 JU4066  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 JU4066
 JU4066  VERT ORDER  -  SECOND    CLASS II
 JU4066
 JU4066.The horizontal coordinates were established by autonomous hand held GPS
 JU4066.observations and have an estimated accuracy of +/- 10 meters.
 JU4066
 JU4066.The orthometric height was determined by differential leveling
 JU4066.and adjusted in June 1991.
 JU4066
 JU4066.The geoid height was determined by GEOID03.
 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       -   195,317.      188,574.      MT  (+/- 10 meters HH2 GPS)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4066.See file dsdata.txt to determine how the superseded data were derived.
 JU4066
 JU4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5288801191(NAD 83)
 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 09, 2004
 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
 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'HANDHELD COORDINATES ARE N39-45-33.60 W075-33-00.06.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1442 ***********************************************************************
 JU1442  DESIGNATION -  BRANDYWINE AZ MK
 JU1442  PID         -  JU1442
 JU1442  STATE/COUNTY-  DE/NEW CASTLE
 JU1442  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1442
 JU1442                         *CURRENT SURVEY CONTROL
 JU1442  ___________________________________________________________________
 JU1442* NAD 83(1986)-  39 45 33.     (N)    075 33 13.     (W)     SCALED    
 JU1442* NAVD 88     -        30.470  (meters)      99.97   (feet)  ADJUSTED  
 JU1442  ___________________________________________________________________
 JU1442  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1442  DYNAMIC HT  -          30.456 (meters)      99.92  (feet)  COMP
 JU1442  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 JU1442
 JU1442  VERT ORDER  -  SECOND    CLASS 0
 JU1442
 JU1442.The horizontal coordinates were scaled from a topographic map and have
 JU1442.an estimated accuracy of +/- 6 seconds.
 JU1442
 JU1442.The orthometric height was determined by differential leveling
 JU1442.and adjusted in June 1991.
 JU1442
 JU1442.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1442
 JU1442  NGVD 29 (??/??/??)   30.815  (m)          101.10   (f) ADJUSTED    2 0
 JU1442
 JU1442.Superseded values are not recommended for survey control.
 JU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1442.See file dsdata.txt to determine how the superseded data were derived.
 JU1442
 JU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK525011(NAD 83)
 JU1442_MARKER: DZ = AZIMUTH MARK DISK
 JU1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1442_STAMPING: BRANDYWINE 1958
 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 = MARCH  2, 2009
 JU3628 ***********************************************************************
 JU3628  DESIGNATION -  BRANDYWINE RACEWAYS WATER TANK
 JU3628  PID         -  JU3628
 JU3628  STATE/COUNTY-  DE/NEW CASTLE
 JU3628  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3628
 JU3628                         *CURRENT SURVEY CONTROL
 JU3628  ___________________________________________________________________
 JU3628* NAD 83(1991)-  39 50 00.68154(N)    075 32 09.37292(W)     ADJUSTED  
 JU3628* NAVD 88     -              **(meters)            **(feet)            
 JU3628  ___________________________________________________________________
 JU3628  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JU3628  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3628  HORZ ORDER  -  THIRD
 JU3628
 JU3628.The horizontal coordinates were established by classical geodetic methods
 JU3628.and adjusted by the National Geodetic Survey in January 1992.
 JU3628
 JU3628
 JU3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3628
 JU3628.The geoid height was determined by GEOID03.
 JU3628
 JU3628;                    North         East     Units Scale Factor Converg.
 JU3628;SPC DE       -   203,552.315   189,790.412   MT  0.99999628   -0 04 35.0
 JU3628;SPC DE       -   667,821.22    622,670.71   sFT  0.99999628   -0 04 35.0
 JU3628;SPC PA S     -    57,914.300   789,509.115   MT  1.00001711   +1 26 11.3
 JU3628;SPC PA S     -   190,007.17  2,590,247.82   sFT  1.00001711   +1 26 11.3
 JU3628;UTM  18      - 4,409,417.515   454,141.562   MT  0.99962589   -0 20 35.9
 JU3628
 JU3628                          SUPERSEDED SURVEY CONTROL
 JU3628
 JU3628  NAD 83(1986)-  39 50 00.67775(N)    075 32 09.37694(W) AD(       ) 4
 JU3628  NAD 27      -  39 50 00.27200(N)    075 32 10.66400(W) AD(       ) 3
 JU3628
 JU3628.Superseded values are not recommended for survey control.
 JU3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3628.See file dsdata.txt to determine how the superseded data were derived.
 JU3628
 JU3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5414209418(NAD 83)
 JU3628_MARKER: 51 = TANK
 JU3628
 JU3628  HISTORY     - Date     Condition        Report By
 JU3628  HISTORY     - 1960     FIRST OBSERVED   CGS
 JU3628  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 JU3628
 JU3628                          STATION DESCRIPTION
 JU3628
 JU3628'DESCRIBED BY US POWER SQUADRON 2003 (DWG)
 JU3628'TANK REMOVED AND A SHOPPING CENTER HAS BEEN BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4068 ***********************************************************************
 JU4068  DESIGNATION -  BRANDYWINE RM 3
 JU4068  PID         -  JU4068
 JU4068  STATE/COUNTY-  DE/NEW CASTLE
 JU4068  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4068
 JU4068                         *CURRENT SURVEY CONTROL
 JU4068  ___________________________________________________________________
 JU4068* NAD 83(1986)-  39 45 38.8    (N)    075 33 03.1    (W)     HD_HELD2  
 JU4068* NAVD 88     -        36.559  (meters)     119.94   (feet)  ADJUSTED  
 JU4068  ___________________________________________________________________
 JU4068  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU4068  DYNAMIC HT  -          36.542 (meters)     119.89  (feet)  COMP
 JU4068  MODELED GRAV-     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
 JU4068.and adjusted in June 1991.
 JU4068
 JU4068.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4068.See file dsdata.txt to determine how the superseded data were derived.
 JU4068
 JU4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281501352(NAD 83)
 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 20, 2006
 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
 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'HANDHELD COORDINATES ARE N39-45-38.88 W075-33-03.12.
 JU4068
 JU4068                          STATION RECOVERY (2006)
 JU4068
 JU4068'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4067 ***********************************************************************
 JU4067  DESIGNATION -  BRANDYWINE RM 4
 JU4067  PID         -  JU4067
 JU4067  STATE/COUNTY-  DE/NEW CASTLE
 JU4067  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4067
 JU4067                         *CURRENT SURVEY CONTROL
 JU4067  ___________________________________________________________________
 JU4067* NAD 83(1986)-  39 45 37.3    (N)    075 33 02.5    (W)     HD_HELD2  
 JU4067* NAVD 88     -        34.436  (meters)     112.98   (feet)  ADJUSTED  
 JU4067  ___________________________________________________________________
 JU4067  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU4067  DYNAMIC HT  -          34.420 (meters)     112.93  (feet)  COMP
 JU4067  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 JU4067
 JU4067  VERT ORDER  -  SECOND    CLASS II
 JU4067
 JU4067.The horizontal coordinates were established by autonomous hand held GPS
 JU4067.observations and have an estimated accuracy of +/- 10 meters.
 JU4067
 JU4067.The orthometric height was determined by differential leveling
 JU4067.and adjusted in June 1991.
 JU4067
 JU4067.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU4067;SPC DE       -   195,431.      188,515.      MT  (+/- 10 meters HH2 GPS)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4067.See file dsdata.txt to determine how the superseded data were derived.
 JU4067
 JU4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5282901305(NAD 83)
 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 NOT SUITABLE FOR
 JU4067+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 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
 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'HANDHELD COORDINATES ARE N39-45-37.38 W075-33-02.58.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1314 ***********************************************************************
 HU1314  DESIGNATION -  BRANDYWINE SHOAL LIGHTHOUSE
 HU1314  PID         -  HU1314
 HU1314  STATE/COUNTY-  DE/KENT
 HU1314  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1314
 HU1314                         *CURRENT SURVEY CONTROL
 HU1314  ___________________________________________________________________
 HU1314* NAD 83(1991)-  38 59 09.84145(N)    075 06 46.69455(W)     ADJUSTED  
 HU1314* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1314  ___________________________________________________________________
 HU1314  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HU1314  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 HU1314  HORZ ORDER  -  FIRST
 HU1314
 HU1314.The horizontal coordinates were established by classical geodetic methods
 HU1314.and adjusted by the National Geodetic Survey in January 1992.
 HU1314
 HU1314.The orthometric height was scaled from a topographic map.
 HU1314
 HU1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1314
 HU1314.The geoid height was determined by GEOID03.
 HU1314
 HU1314;                    North         East     Units Scale Factor Converg.
 HU1314;SPC DE       -   109,502.523   226,313.142   MT  1.00000352   +0 11 27.8
 HU1314;SPC DE       -   359,259.53    742,495.70   sFT  1.00000352   +0 11 27.8
 HU1314;SPC NJ       -    17,132.570    96,895.237   MT  0.99993471   -0 23 08.3
 HU1314;SPC NJ       -    56,209.11    317,897.12   sFT  0.99993471   -0 23 08.3
 HU1314;UTM  18      - 4,315,236.501   490,215.749   MT  0.99960118   -0 04 15.9
 HU1314
 HU1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1314!SPC DE       -   1.00000527  x   1.00000352  =   1.00000879
 HU1314!SPC NJ       -   1.00000527  x   0.99993471  =   0.99993998
 HU1314!UTM  18      -   1.00000527  x   0.99960118  =   0.99960645
 HU1314
 HU1314:                Primary Azimuth Mark                     Grid Az
 HU1314:SPC DE       -  CAPE MAY LIGHTHOUSE                      113 46 18.9
 HU1314:SPC NJ       -  CAPE MAY LIGHTHOUSE                      114 20 55.0
 HU1314:UTM  18      -  CAPE MAY LIGHTHOUSE                      114 02 02.6
 HU1314
 HU1314|---------------------------------------------------------------------|
 HU1314| PID    Reference Object                     Distance      Geod. Az  |
 HU1314|                                                           dddmmss.s |
 HU1314| HU1293 CAPE MAY LIGHTHOUSE                 APPROX.14.5 KM 1135746.7 |
 HU1314|---------------------------------------------------------------------|
 HU1314
 HU1314                          SUPERSEDED SURVEY CONTROL
 HU1314
 HU1314  NAD 83(1986)-  38 59 09.83431(N)    075 06 46.70085(W) AD(       ) 1
 HU1314  NAD 27      -  38 59 09.43000(N)    075 06 48.04200(W) AD(       ) 1
 HU1314
 HU1314.Superseded values are not recommended for survey control.
 HU1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1314.See file dsdata.txt to determine how the superseded data were derived.
 HU1314
 HU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9021615237(NAD 83)
 HU1314_MARKER: 13 = LIGHTHOUSE
 HU1314
 HU1314  HISTORY     - Date     Condition        Report By
 HU1314  HISTORY     - 1877     FIRST OBSERVED   CGS
 HU1314
 HU1314                          STATION DESCRIPTION
 HU1314
 HU1314'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1637 ***********************************************************************
 HU1637  DESIGNATION -  BRIAR
 HU1637  PID         -  HU1637
 HU1637  STATE/COUNTY-  DE/SUSSEX
 HU1637  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1637
 HU1637                         *CURRENT SURVEY CONTROL
 HU1637  ___________________________________________________________________
 HU1637* NAD 83(1991)-  38 27 07.79553(N)    075 16 01.08806(W)     ADJUSTED  
 HU1637* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 HU1637  ___________________________________________________________________
 HU1637  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HU1637  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1637
 HU1637.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1974                      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    3  
 HU1637
 HU1637.Superseded values are not recommended for survey control.
 HU1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1637.See file dsdata.txt to determine how the superseded data were derived.
 HU1637
 HU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7670556019(NAD 83)
 HU1637_MARKER: DS = TRIANGULATION STATION DISK
 HU1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = MARCH  2, 2009
 HU1638 ***********************************************************************
 HU1638  DESIGNATION -  BRIAR RM 1 1974
 HU1638  PID         -  HU1638
 HU1638  STATE/COUNTY-  DE/SUSSEX
 HU1638  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1638
 HU1638                         *CURRENT SURVEY CONTROL
 HU1638  ___________________________________________________________________
 HU1638* NAD 83(1991)-  38 27 08.54610(N)    075 16 01.19741(W)     ADJUSTED  
 HU1638* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 HU1638  ___________________________________________________________________
 HU1638  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HU1638  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1638
 HU1638.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1638
 HU1638.Superseded values are not recommended for survey control.
 HU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1638.See file dsdata.txt to determine how the superseded data were derived.
 HU1638
 HU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7670356043(NAD 83)
 HU1638_MARKER: DR = REFERENCE MARK DISK
 HU1638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1638_SP_SET: METAL PIPE IMBEDDED IN GROUND
 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 = MARCH  2, 2009
 JU2509 ***********************************************************************
 JU2509  DESIGNATION -  BRIDGE
 JU2509  PID         -  JU2509
 JU2509  STATE/COUNTY-  DE/NEW CASTLE
 JU2509  USGS QUAD   -  DELAWARE CITY (1993)
 JU2509
 JU2509                         *CURRENT SURVEY CONTROL
 JU2509  ___________________________________________________________________
 JU2509* NAD 83(1991)-  39 33 16.01894(N)    075 35 56.81325(W)     NO CHECK  
 JU2509* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU2509  ___________________________________________________________________
 JU2509  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU2509  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2509
 JU2509.The geoid height was determined by GEOID03.
 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  =   0.99963752
 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    3  
 JU2509
 JU2509.Superseded values are not recommended for survey control.
 JU2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2509.See file dsdata.txt to determine how the superseded data were derived.
 JU2509
 JU2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4852978479(NAD 83)
 JU2509_MARKER: DD = SURVEY DISK
 JU2509_SETTING: 80 = SET IN A BOULDER
 JU2509_SP_SET: SET IN DRILL HOLE IN A BOULDER
 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     - 1984     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 1984 (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 = MARCH  2, 2009
 HU1354 ***********************************************************************
 HU1354  DESIGNATION -  BROADKILL
 HU1354  PID         -  HU1354
 HU1354  STATE/COUNTY-  DE/SUSSEX
 HU1354  USGS QUAD   -  LEWES (1991)
 HU1354
 HU1354                         *CURRENT SURVEY CONTROL
 HU1354  ___________________________________________________________________
 HU1354* NAD 83(1991)-  38 49 42.69986(N)    075 12 42.87265(W)     ADJUSTED  
 HU1354* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1354  ___________________________________________________________________
 HU1354  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HU1354  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1354
 HU1354.The geoid height was determined by GEOID03.
 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       -  LEWES EPISCOPAL CHURCH SPIRE             133 28 55.7
 HU1354:SPC NJ       -  LEWES EPISCOPAL CHURCH SPIRE             134 03 24.9
 HU1354:UTM  18      -  LEWES EPISCOPAL CHURCH SPIRE             133 44 36.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1354.See file dsdata.txt to determine how the superseded data were derived.
 HU1354
 HU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8160697770(NAD 83)
 HU1354_MARKER: DS = TRIANGULATION STATION DISK
 HU1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3795 ***********************************************************************
 JU3795  DESIGNATION -  BUCK 2 1845
 JU3795  PID         -  JU3795
 JU3795  STATE/COUNTY-  DE/NEW CASTLE
 JU3795  USGS QUAD   -  SAINT GEORGES (1993)
 JU3795
 JU3795                         *CURRENT SURVEY CONTROL
 JU3795  ___________________________________________________________________
 JU3795* NAD 83(1991)-  39 32 26.79233(N)    075 43 54.09173(W)     ADJUSTED  
 JU3795* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 JU3795  ___________________________________________________________________
 JU3795  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU3795  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3795
 JU3795.The geoid height was determined by GEOID03.
 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       -   1.00000290  x   1.00000403  =   1.00000693
 JU3795!SPC MD       -   1.00000290  x   1.00001714  =   1.00002004
 JU3795!UTM  18      -   1.00000290  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|---------------------------------------------------------------------|
 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
 JU3795.Superseded values are not recommended for survey control.
 JU3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3795.See file dsdata.txt to determine how the superseded data were derived.
 JU3795
 JU3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3712677045(NAD 83)
 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       CGS
 JU3795  HISTORY     - 1934     MARK NOT FOUND   CGS
 JU3795
 JU3795                          STATION DESCRIPTION
 JU3795
 JU3795'DESCRIBED BY COAST AND GEODETIC 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 = MARCH  2, 2009
 JU3668 ***********************************************************************
 JU3668  DESIGNATION -  BULKHEAD BAR FRONT RANGE LIGHT
 JU3668  PID         -  JU3668
 JU3668  STATE/COUNTY-  DE/NEW CASTLE
 JU3668  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3668
 JU3668                         *CURRENT SURVEY CONTROL
 JU3668  ___________________________________________________________________
 JU3668* NAD 83(1991)-  39 39 19.13620(N)    075 34 22.18322(W)     ADJUSTED  
 JU3668* NAVD 88     -              **(meters)            **(feet)            
 JU3668  ___________________________________________________________________
 JU3668  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JU3668  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 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
 JU3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3668
 JU3668.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3668
 JU3668  NAD 83(1986)-  39 39 19.13084(N)    075 34 22.18853(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3668.See file dsdata.txt to determine how the superseded data were derived.
 JU3668
 JU3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5085889659(NAD 83)
 JU3668_MARKER: 14 = NAVIGATION LIGHT
 JU3668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3668
 JU3668  HISTORY     - Date     Condition        Report By
 JU3668  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3668  HISTORY     - 1984     GOOD             NOS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2510 ***********************************************************************
 JU2510  DESIGNATION -  BULKHEAD BAR RANGE REAR LIGHT
 JU2510  PID         -  JU2510
 JU2510  STATE/COUNTY-  DE/NEW CASTLE
 JU2510  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2510
 JU2510                         *CURRENT SURVEY CONTROL
 JU2510  ___________________________________________________________________
 JU2510* NAD 83(1991)-  39 39 39.39546(N)    075 34 18.44628(W)     ADJUSTED  
 JU2510* NAVD 88     -              **(meters)            **(feet)            
 JU2510  ___________________________________________________________________
 JU2510  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JU2510  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2510  HORZ ORDER  -  THIRD
 JU2510
 JU2510.The horizontal coordinates were established by classical geodetic methods
 JU2510.and adjusted by the National Geodetic Survey in January 1992.
 JU2510
 JU2510
 JU2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2510
 JU2510.The geoid height was determined by GEOID03.
 JU2510
 JU2510;                    North         East     Units Scale Factor Converg.
 JU2510;SPC DE       -   184,395.645   186,688.146   MT  0.99999718   -0 05 56.4
 JU2510;SPC DE       -   604,971.38    612,492.69   sFT  0.99999718   -0 05 56.4
 JU2510;SPC NJ       -    92,421.268    58,032.793   MT  1.00000410   -0 41 02.8
 JU2510;SPC NJ       -   303,218.78    190,395.92   sFT  1.00000410   -0 41 02.8
 JU2510;UTM  18      - 4,390,282.540   450,951.429   MT  0.99962962   -0 21 53.8
 JU2510
 JU2510                          SUPERSEDED SURVEY CONTROL
 JU2510
 JU2510  NAD 83(1986)-  39 39 39.38854(N)    075 34 18.45261(W) AD(       ) 4
 JU2510
 JU2510.Superseded values are not recommended for survey control.
 JU2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2510.See file dsdata.txt to determine how the superseded data were derived.
 JU2510
 JU2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5095190283(NAD 83)
 JU2510_MARKER: 14 = NAVIGATION LIGHT
 JU2510_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2510
 JU2510  HISTORY     - Date     Condition        Report By
 JU2510  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2510
 JU2510                          STATION DESCRIPTION
 JU2510
 JU2510'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2510'THE STATION IS THE LIGHT ATOP THE 75 FOOT TALL
 JU2510'LIGHT STRUCTURE LOCATED IN THE AREA SURROUNDED BY DE 273,
 JU2510'DE 41, AND DE 9.  IT IS COAST GUARD LL  2217.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2511 ***********************************************************************
 JU2511  DESIGNATION -  BULKHEAD SHOAL CHAN RNG FR LT
 JU2511  PID         -  JU2511
 JU2511  STATE/COUNTY-  DE/NEW CASTLE
 JU2511  USGS QUAD   -  DELAWARE CITY (1993)
 JU2511
 JU2511                         *CURRENT SURVEY CONTROL
 JU2511  ___________________________________________________________________
 JU2511* NAD 83(1991)-  39 35 37.39918(N)    075 36 12.95515(W)     NO CHECK  
 JU2511* NAVD 88     -              **(meters)            **(feet)            
 JU2511  ___________________________________________________________________
 JU2511  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JU2511  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 JU2511
 JU2511
 JU2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2511
 JU2511.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2511
 JU2511  NAD 83(1986)-  39 35 37.39224(N)    075 36 12.96371(W) AD(       ) 4
 JU2511
 JU2511.Superseded values are not recommended for survey control.
 JU2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2511.See file dsdata.txt to determine how the superseded data were derived.
 JU2511
 JU2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4817382840(NAD 83)
 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 = MARCH  2, 2009
 JU2512 ***********************************************************************
 JU2512  DESIGNATION -  BULKHEAD SHOAL CHAN RNG RR LT
 JU2512  PID         -  JU2512
 JU2512  STATE/COUNTY-  DE/NEW CASTLE
 JU2512  USGS QUAD   -  DELAWARE CITY (1993)
 JU2512
 JU2512                         *CURRENT SURVEY CONTROL
 JU2512  ___________________________________________________________________
 JU2512* NAD 83(1991)-  39 35 54.85890(N)    075 36 43.80445(W)     NO CHECK  
 JU2512* NAVD 88     -              **(meters)            **(feet)            
 JU2512  ___________________________________________________________________
 JU2512  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU2512  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 JU2512
 JU2512
 JU2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2512
 JU2512.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2512
 JU2512  NAD 83(1986)-  39 35 54.85209(N)    075 36 43.81248(W) AD(       ) 4
 JU2512
 JU2512.Superseded values are not recommended for survey control.
 JU2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2512.See file dsdata.txt to determine how the superseded data were derived.
 JU2512
 JU2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4744183383(NAD 83)
 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 = MARCH  2, 2009
 HU2800 ***********************************************************************
 HU2800  DESIGNATION -  BUNKER
 HU2800  PID         -  HU2800
 HU2800  STATE/COUNTY-  DE/SUSSEX
 HU2800  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU2800
 HU2800                         *CURRENT SURVEY CONTROL
 HU2800  ___________________________________________________________________
 HU2800* NAD 83(1991)-  38 46 36.49118(N)    075 05 14.48576(W)     ADJUSTED  
 HU2800* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 HU2800  ___________________________________________________________________
 HU2800  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU2800  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2800
 HU2800.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2800
 HU2800.No superseded survey control is available for this station.
 HU2800
 HU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241292012(NAD 83)
 HU2800_MARKER: DD = SURVEY DISK
 HU2800_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU2800_SP_SET: CONCRETE MASS
 HU2800_STAMPING: BUNKER 1984
 HU2800_MARK LOGO: NOS   
 HU2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2800+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2008
 HU2800
 HU2800  HISTORY     - Date     Condition        Report By
 HU2800  HISTORY     - 1984     MONUMENTED       NOS
 HU2800  HISTORY     - 19950912 GOOD             USPSQD
 HU2800  HISTORY     - 20080917 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2801 ***********************************************************************
 HU2801  DESIGNATION -  BUNKER RM 1
 HU2801  PID         -  HU2801
 HU2801  STATE/COUNTY-  DE/SUSSEX
 HU2801  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU2801
 HU2801                         *CURRENT SURVEY CONTROL
 HU2801  ___________________________________________________________________
 HU2801* NAD 83(1991)-  38 46 35.88538(N)    075 05 14.53361(W)     ADJUSTED  
 HU2801* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 HU2801  ___________________________________________________________________
 HU2801  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU2801  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2801
 HU2801.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2801
 HU2801.No superseded survey control is available for this station.
 HU2801
 HU2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241191994(NAD 83)
 HU2801_MARKER: DD = SURVEY DISK
 HU2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2801_SP_SET: CONCRETE POST
 HU2801_STAMPING: BUNKER 1984 RM 1
 HU2801_MARK LOGO: NOS   
 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 = MARCH  2, 2009
 HU2684 ***********************************************************************
 HU2684  DESIGNATION -  BURRS AZ MK RESET
 HU2684  PID         -  HU2684
 HU2684  STATE/COUNTY-  DE/KENT
 HU2684  USGS QUAD   -  BURRSVILLE (1993)
 HU2684
 HU2684                         *CURRENT SURVEY CONTROL
 HU2684  ___________________________________________________________________
 HU2684* NAD 83(1991)-  38 53 44.84836(N)    075 43 14.17259(W)     ADJUSTED  
 HU2684* NAVD 88     -        19.130  (meters)      62.76   (feet)  ADJUSTED  
 HU2684  ___________________________________________________________________
 HU2684  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HU2684  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 HU2684  DYNAMIC HT  -          19.119 (meters)      62.73  (feet)  COMP
 HU2684  MODELED GRAV-     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
 HU2684.and adjusted in December 2004.
 HU2684
 HU2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2684
 HU2684.The geoid height was determined by GEOID03.
 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;                    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                          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    3  
 HU2684
 HU2684.Superseded values are not recommended for survey control.
 HU2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2684.See file dsdata.txt to determine how the superseded data were derived.
 HU2684
 HU2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3751005459(NAD 83)
 HU2684_MARKER: DZ = AZIMUTH MARK DISK
 HU2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2684_SP_SET: CONCRETE POST
 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 - October 29, 2002
 HU2684
 HU2684  HISTORY     - Date     Condition        Report By
 HU2684  HISTORY     - 1961     MONUMENTED       CGS
 HU2684  HISTORY     - 19830825 GOOD             NGS
 HU2684  HISTORY     - 20021029 GOOD             MDSHA
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2702 ***********************************************************************
 HU2702  DESIGNATION -  BURRS RM 2
 HU2702  PID         -  HU2702
 HU2702  STATE/COUNTY-  DE/KENT
 HU2702  USGS QUAD   -  BURRSVILLE (1993)
 HU2702
 HU2702                         *CURRENT SURVEY CONTROL
 HU2702  ___________________________________________________________________
 HU2702* NAD 83(1986)-  38 53 42.6    (N)    075 43 39.5    (W)     HD_HELD2  
 HU2702* NAVD 88     -        16.345  (meters)      53.63   (feet)  ADJUSTED  
 HU2702  ___________________________________________________________________
 HU2702  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 HU2702  DYNAMIC HT  -          16.335 (meters)      53.59  (feet)  COMP
 HU2702  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 HU2702
 HU2702  VERT ORDER  -  SECOND    CLASS I
 HU2702
 HU2702.The horizontal coordinates were established by autonomous hand held GPS
 HU2702.observations and have an estimated accuracy of +/- 10 meters.
 HU2702
 HU2702.The orthometric height was determined by differential leveling
 HU2702.and adjusted in December 2004.
 HU2702
 HU2702.The geoid height was determined by GEOID03.
 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.      173,022.      MT  (+/- 10 meters HH2 GPS)
 HU2702
 HU2702                          SUPERSEDED SURVEY CONTROL
 HU2702
 HU2702.No superseded survey control is available for this station.
 HU2702
 HU2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3689905395(NAD 83)
 HU2702_MARKER: DR = REFERENCE MARK DISK
 HU2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2702_SP_SET: SQUARE 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 = MARCH  2, 2009
 HU1393 ***********************************************************************
 HU1393  DESIGNATION -  BURTONS IS EAST HOUSE CHIMNEY
 HU1393  PID         -  HU1393
 HU1393  STATE/COUNTY-  DE/SUSSEX
 HU1393  USGS QUAD   -  BETHANY BEACH (1991)
 HU1393
 HU1393                         *CURRENT SURVEY CONTROL
 HU1393  ___________________________________________________________________
 HU1393* NAD 83(1991)-  38 36 46.86371(N)    075 05 09.27697(W)     ADJUSTED  
 HU1393* NAVD 88     -              **(meters)            **(feet)            
 HU1393  ___________________________________________________________________
 HU1393  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1393  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU1393  HORZ ORDER  -  THIRD
 HU1393
 HU1393.The horizontal coordinates were established by classical geodetic methods
 HU1393.and adjusted by the National Geodetic Survey in January 1992.
 HU1393
 HU1393
 HU1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1393
 HU1393.The geoid height was determined by GEOID03.
 HU1393
 HU1393;                    North         East     Units Scale Factor Converg.
 HU1393;SPC DE       -    68,097.917   228,807.546   MT  1.00000522   +0 12 23.1
 HU1393;SPC DE       -   223,417.92    750,679.42   sFT  1.00000522   +0 12 23.1
 HU1393;UTM  18      - 4,273,837.667   492,520.527   MT  0.99960069   -0 03 13.0
 HU1393
 HU1393                          SUPERSEDED SURVEY CONTROL
 HU1393
 HU1393  NAD 83(1986)-  38 36 46.84731(N)    075 05 09.29204(W) AD(       ) 4
 HU1393  NAD 27      -  38 36 46.44100(N)    075 05 10.63600(W) AD(       ) 3
 HU1393
 HU1393.Superseded values are not recommended for survey control.
 HU1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1393.See file dsdata.txt to determine how the superseded data were derived.
 HU1393
 HU1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9252173838(NAD 83)
 HU1393_MARKER: 85 = CHIMNEY
 HU1393
 HU1393  HISTORY     - Date     Condition        Report By
 HU1393  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1393  HISTORY     - 1943     GOOD             CGS
 HU1393  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1393
 HU1393                          STATION DESCRIPTION
 HU1393
 HU1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1393'THE STATION IS THE CHIMNEY IN THE CENTER OF THE MOST E OF TWO
 HU1393'HOUSES ON BURTONS ISLAND.
 HU1393
 HU1393                          STATION RECOVERY (1961)
 HU1393
 HU1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1393'LOST.  NO TRACE OF THE HOUSE COULD BE FOUND.  IT APPEARS THIS
 HU1393'HOUSE HAS BEEN TORN DOWN.  STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1392 ***********************************************************************
 HU1392  DESIGNATION -  BURTONS ISLAND
 HU1392  PID         -  HU1392
 HU1392  STATE/COUNTY-  DE/SUSSEX
 HU1392  USGS QUAD   -  BETHANY BEACH (1991)
 HU1392
 HU1392                         *CURRENT SURVEY CONTROL
 HU1392  ___________________________________________________________________
 HU1392* NAD 83(1991)-  38 36 50.99602(N)    075 04 58.35779(W)     ADJUSTED  
 HU1392* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1392  ___________________________________________________________________
 HU1392  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1392  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1392
 HU1392.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 HU1392.Superseded values are not recommended for survey control.
 HU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1392.See file dsdata.txt to determine how the superseded data were derived.
 HU1392
 HU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9278573965(NAD 83)
 HU1392_MARKER: DS = TRIANGULATION STATION DISK
 HU1392_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 JU1776 ***********************************************************************
 JU1776  DESIGNATION -  C 1
 JU1776  PID         -  JU1776
 JU1776  STATE/COUNTY-  DE/NEW CASTLE
 JU1776  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1776
 JU1776                         *CURRENT SURVEY CONTROL
 JU1776  ___________________________________________________________________
 JU1776* NAD 83(1986)-  39 43 42.     (N)    075 32 03.     (W)     SCALED    
 JU1776* NAVD 88     -         1.669  (meters)       5.48   (feet)  ADJUSTED  
 JU1776  ___________________________________________________________________
 JU1776  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1776  DYNAMIC HT  -           1.668 (meters)       5.47  (feet)  COMP
 JU1776  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 JU1776
 JU1776  VERT ORDER  -  FIRST     CLASS II
 JU1776
 JU1776.The horizontal coordinates were scaled from a topographic map and have
 JU1776.an estimated accuracy of +/- 6 seconds.
 JU1776
 JU1776.The orthometric height was determined by differential leveling
 JU1776.and adjusted in June 1991.
 JU1776.WARNING-Repeat measurements at this control monument indicate possible
 JU1776.vertical movement.
 JU1776
 JU1776.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1776
 JU1776  NGVD 29 (??/??/??)    1.939  (m)            6.36   (f) ADJUSTED    1 2
 JU1776
 JU1776.Superseded values are not recommended for survey control.
 JU1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1776.See file dsdata.txt to determine how the superseded data were derived.
 JU1776
 JU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ542977(NAD 83)
 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_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 = MARCH  2, 2009
 HU0976 ***********************************************************************
 HU0976  DESIGNATION -  C 10
 HU0976  PID         -  HU0976
 HU0976  STATE/COUNTY-  DE/SUSSEX
 HU0976  USGS QUAD   -  LAUREL (1992)
 HU0976
 HU0976                         *CURRENT SURVEY CONTROL
 HU0976  ___________________________________________________________________
 HU0976* NAD 83(1986)-  38 32 55.     (N)    075 34 41.     (W)     SCALED    
 HU0976* NAVD 88     -         8.454  (meters)      27.74   (feet)  ADJUSTED  
 HU0976  ___________________________________________________________________
 HU0976  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0976  DYNAMIC HT  -           8.449 (meters)      27.72  (feet)  COMP
 HU0976  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 HU0976
 HU0976  VERT ORDER  -  SECOND    CLASS 0
 HU0976
 HU0976.The horizontal coordinates were scaled from a topographic map and have
 HU0976.an estimated accuracy of +/- 6 seconds.
 HU0976
 HU0976.The orthometric height was determined by differential leveling
 HU0976.and adjusted in June 1991.
 HU0976
 HU0976.The geoid height was determined by GEOID03.
 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       -    60,910.      185,930.      MT  (+/- 180 meters Scaled)
 HU0976
 HU0976                          SUPERSEDED SURVEY CONTROL
 HU0976
 HU0976  NGVD 29 (??/??/??)    8.703  (m)           28.55   (f) ADJUSTED    2 0
 HU0976
 HU0976.Superseded values are not recommended for survey control.
 HU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0976.See file dsdata.txt to determine how the superseded data were derived.
 HU0976
 HU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH496668(NAD 83)
 HU0976_MARKER: DB = BENCH MARK DISK
 HU0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0976_STAMPING: C 10 1942
 HU0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0976+STABILITY: SURFACE MOTION
 HU0976
 HU0976  HISTORY     - Date     Condition        Report By
 HU0976  HISTORY     - 1942     MONUMENTED       CGS
 HU0976  HISTORY     - 1943     GOOD             CGS
 HU0976  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1232 ***********************************************************************
 JU1232  DESIGNATION -  C 13
 JU1232  PID         -  JU1232
 JU1232  STATE/COUNTY-  DE/KENT
 JU1232  USGS QUAD   -  CLAYTON (1993)
 JU1232
 JU1232                         *CURRENT SURVEY CONTROL
 JU1232  ___________________________________________________________________
 JU1232* NAD 83(1986)-  39 17 04.     (N)    075 40 09.     (W)     SCALED    
 JU1232* NAVD 88     -        15.930  (meters)      52.26   (feet)  ADJUSTED  
 JU1232  ___________________________________________________________________
 JU1232  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU1232  DYNAMIC HT  -          15.922 (meters)      52.24  (feet)  COMP
 JU1232  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 JU1232
 JU1232  VERT ORDER  -  SECOND    CLASS 0
 JU1232
 JU1232.The horizontal coordinates were scaled from a topographic map and have
 JU1232.an estimated accuracy of +/- 6 seconds.
 JU1232
 JU1232.The orthometric height was determined by differential leveling
 JU1232.and adjusted in June 1991.
 JU1232
 JU1232.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1232
 JU1232  NGVD 29 (??/??/??)   16.169  (m)           53.05   (f) ADJUSTED    2 0
 JU1232
 JU1232.Superseded values are not recommended for survey control.
 JU1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1232.See file dsdata.txt to determine how the superseded data were derived.
 JU1232
 JU1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ422485(NAD 83)
 JU1232_MARKER: DB = BENCH MARK DISK
 JU1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1232_STAMPING: C 13 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1108 ***********************************************************************
 JU1108  DESIGNATION -  C 2
 JU1108  PID         -  JU1108
 JU1108  STATE/COUNTY-  DE/KENT
 JU1108  USGS QUAD   -  DOVER (1993)
 JU1108
 JU1108                         *CURRENT SURVEY CONTROL
 JU1108  ___________________________________________________________________
 JU1108* NAD 83(1986)-  39 09 35.     (N)    075 31 57.     (W)     SCALED    
 JU1108* NAVD 88     -        10.296  (meters)      33.78   (feet)  ADJUSTED  
 JU1108  ___________________________________________________________________
 JU1108  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU1108  DYNAMIC HT  -          10.290 (meters)      33.76  (feet)  COMP
 JU1108  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 JU1108
 JU1108  VERT ORDER  -  FIRST     CLASS I
 JU1108
 JU1108.The horizontal coordinates were scaled from a topographic map and have
 JU1108.an estimated accuracy of +/- 6 seconds.
 JU1108
 JU1108.The orthometric height was determined by differential leveling
 JU1108.and adjusted in June 1991.
 JU1108.WARNING-Repeat measurements at this control monument indicate possible
 JU1108.vertical movement.
 JU1108
 JU1108.The geoid height was determined by GEOID03.
 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       -   128,740.      189,990.      MT  (+/- 180 meters Scaled)
 JU1108
 JU1108                          SUPERSEDED SURVEY CONTROL
 JU1108
 JU1108  NGVD 29 (??/??/??)   10.533  (m)           34.56   (f) ADJUSTED    1 1
 JU1108
 JU1108.Superseded values are not recommended for survey control.
 JU1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1108.See file dsdata.txt to determine how the superseded data were derived.
 JU1108
 JU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ539346(NAD 83)
 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 - October 23, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1431 ***********************************************************************
 JU1431  DESIGNATION -  C 22
 JU1431  PID         -  JU1431
 JU1431  STATE/COUNTY-  DE/NEW CASTLE
 JU1431  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1431
 JU1431                         *CURRENT SURVEY CONTROL
 JU1431  ___________________________________________________________________
 JU1431* NAD 83(1986)-  39 44 43.6    (N)    075 33 13.4    (W)     HD_HELD2  
 JU1431* NAVD 88     -        31.212  (meters)     102.40   (feet)  ADJUSTED  
 JU1431  ___________________________________________________________________
 JU1431  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU1431  DYNAMIC HT  -          31.198 (meters)     102.36  (feet)  COMP
 JU1431  MODELED GRAV-     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
 JU1431.and adjusted in June 1991.
 JU1431
 JU1431.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1431
 JU1431  NGVD 29 (??/??/??)   31.556  (m)          103.53   (f) ADJUSTED    2 0
 JU1431
 JU1431.Superseded values are not recommended for survey control.
 JU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1431.See file dsdata.txt to determine how the superseded data were derived.
 JU1431
 JU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5255999651(NAD 83)
 JU1431_MARKER: DB = BENCH MARK DISK
 JU1431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1431_SP_SET: BUILDING
 JU1431_STAMPING: C 22 1959
 JU1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1431+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 JU1431
 JU1431  HISTORY     - Date     Condition        Report By
 JU1431  HISTORY     - 1959     MONUMENTED       CGS
 JU1431  HISTORY     - 1981     GOOD             UDE
 JU1431  HISTORY     - 1983     GOOD             USPSQD
 JU1431  HISTORY     - 20040709 GOOD             GEOCAC
 JU1431  HISTORY     - 20060718 GOOD             USPSQD
 JU1431  HISTORY     - 20081021 GOOD             DEDT
 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'CHANGE DESCRIPTION: THE BUILDING THE MARK IS ON IS NOW THE WIDNER,
 JU1431'LAIRD AND POATER HEALTH AND SOCIAL SERVICE BUILDING. NOT THE BOARD OF
 JU1431'EDUCATION ANYMORE.
 JU1431
 JU1431                          STATION RECOVERY (1983)
 JU1431
 JU1431'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1431'CORRECTION TO NAME OF BUILDING: WAS-'BOARD OF PUBLIC EDUCATION'
 JU1431'NOW-'WIDENER, LAIRD, AND PORTER HEALTH AND SOCIAL SERVICE BUILDING'
 JU1431'(NOTE SPELLING CORRECTIONS)
 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'HANDHELD COORDINATES ARE 39-44-43.68 W075-33-13.44.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1854 ***********************************************************************
 JU1854  DESIGNATION -  C 23
 JU1854  PID         -  JU1854
 JU1854  STATE/COUNTY-  DE/NEW CASTLE
 JU1854  USGS QUAD   -  NEWARK EAST (1993)
 JU1854
 JU1854                         *CURRENT SURVEY CONTROL
 JU1854  ___________________________________________________________________
 JU1854* NAD 83(1986)-  39 42 12.     (N)    075 39 05.     (W)     SCALED    
 JU1854* NAVD 88     -         2.918  (meters)       9.57   (feet)  ADJUSTED  
 JU1854  ___________________________________________________________________
 JU1854  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU1854  DYNAMIC HT  -           2.917 (meters)       9.57  (feet)  COMP
 JU1854  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 JU1854
 JU1854  VERT ORDER  -  SECOND    CLASS 0
 JU1854
 JU1854.The horizontal coordinates were scaled from a topographic map and have
 JU1854.an estimated accuracy of +/- 6 seconds.
 JU1854
 JU1854.The orthometric height was determined by differential leveling
 JU1854.and adjusted in June 1991.
 JU1854
 JU1854.The geoid height was determined by GEOID03.
 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       -   189,120.      179,870.      MT  (+/- 180 meters Scaled)
 JU1854
 JU1854                          SUPERSEDED SURVEY CONTROL
 JU1854
 JU1854  NGVD 29 (??/??/??)    3.268  (m)           10.72   (f) ADJUSTED    2 0
 JU1854
 JU1854.Superseded values are not recommended for survey control.
 JU1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1854.See file dsdata.txt to determine how the superseded data were derived.
 JU1854
 JU1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ441950(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1854+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0134 ***********************************************************************
 HU0134  DESIGNATION -  C 27
 HU0134  PID         -  HU0134
 HU0134  STATE/COUNTY-  DE/SUSSEX
 HU0134  USGS QUAD   -  FAIRMOUNT (1991)
 HU0134
 HU0134                         *CURRENT SURVEY CONTROL
 HU0134  ___________________________________________________________________
 HU0134* NAD 83(1986)-  38 43 57.     (N)    075 08 08.     (W)     SCALED    
 HU0134* NAVD 88     -         8.566  (meters)      28.10   (feet)  ADJUSTED  
 HU0134  ___________________________________________________________________
 HU0134  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 HU0134  DYNAMIC HT  -           8.560 (meters)      28.08  (feet)  COMP
 HU0134  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 HU0134
 HU0134  VERT ORDER  -  SECOND    CLASS 0
 HU0134
 HU0134.The horizontal coordinates were scaled from a topographic map and have
 HU0134.an estimated accuracy of +/- 6 seconds.
 HU0134
 HU0134.The orthometric height was determined by differential leveling
 HU0134.and adjusted in June 1991.
 HU0134
 HU0134.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0134
 HU0134  NGVD 29 (??/??/??)    8.802  (m)           28.88   (f) ADJUSTED    2 0
 HU0134
 HU0134.Superseded values are not recommended for survey control.
 HU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0134.See file dsdata.txt to determine how the superseded data were derived.
 HU0134
 HU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH882871(NAD 83)
 HU0134_MARKER: DB = BENCH MARK DISK
 HU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0134_STAMPING: C 27 1961
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0100 ***********************************************************************
 HU0100  DESIGNATION -  C 28
 HU0100  PID         -  HU0100
 HU0100  STATE/COUNTY-  DE/SUSSEX
 HU0100  USGS QUAD   -  BETHANY BEACH (1991)
 HU0100
 HU0100                         *CURRENT SURVEY CONTROL
 HU0100  ___________________________________________________________________
 HU0100* NAD 83(1986)-  38 32 32.     (N)    075 03 35.     (W)     SCALED    
 HU0100* NAVD 88     -         1.297  (meters)       4.26   (feet)  ADJUSTED  
 HU0100  ___________________________________________________________________
 HU0100  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU0100  DYNAMIC HT  -           1.296 (meters)       4.25  (feet)  COMP
 HU0100  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 HU0100
 HU0100  VERT ORDER  -  SECOND    CLASS 0
 HU0100
 HU0100.The horizontal coordinates were scaled from a topographic map and have
 HU0100.an estimated accuracy of +/- 6 seconds.
 HU0100
 HU0100.The orthometric height was determined by differential leveling
 HU0100.and adjusted in June 1991.
 HU0100
 HU0100.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0100;SPC DE       -    60,250.      231,120.      MT  (+/- 180 meters Scaled)
 HU0100
 HU0100                          SUPERSEDED SURVEY CONTROL
 HU0100
 HU0100  NGVD 29 (??/??/??)    1.535  (m)            5.04   (f) ADJUSTED    2 0
 HU0100
 HU0100.Superseded values are not recommended for survey control.
 HU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0100.See file dsdata.txt to determine how the superseded data were derived.
 HU0100
 HU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH947659(NAD 83)
 HU0100_MARKER: DB = BENCH MARK DISK
 HU0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0100_SP_SET: BRIDGE
 HU0100_STAMPING: C 28 1962
 HU0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0100
 HU0100  HISTORY     - Date     Condition        Report By
 HU0100  HISTORY     - 1962     MONUMENTED       CGS
 HU0100  HISTORY     - 1981     GOOD             UDE
 HU0100  HISTORY     - 20061007 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1222 ***********************************************************************
 HU1222  DESIGNATION -  C 29 RESET 1977
 HU1222  PID         -  HU1222
 HU1222  STATE/COUNTY-  DE/SUSSEX
 HU1222  USGS QUAD   -  BETHANY BEACH (1991)
 HU1222
 HU1222                         *CURRENT SURVEY CONTROL
 HU1222  ___________________________________________________________________
 HU1222* NAD 83(1986)-  38 32 40.     (N)    075 05 39.     (W)     SCALED    
 HU1222* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 HU1222  ___________________________________________________________________
 HU1222  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU1222  VERT ORDER  -  THIRD (See Below)
 HU1222
 HU1222.The horizontal coordinates were scaled from a topographic map and have
 HU1222.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1222
 HU1222.The geoid height was determined by GEOID03.
 HU1222
 HU1222;                    North         East    Units  Estimated Accuracy
 HU1222;SPC DE       -    60,480.      228,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1222.See file dsdata.txt to determine how the superseded data were derived.
 HU1222
 HU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH917662(NAD 83)
 HU1222_MARKER: DB = BENCH MARK DISK
 HU1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1222_SP_SET: CONCRETE POST
 HU1222_STAMPING: C 29 RESET 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0867 ***********************************************************************
 HU0867  DESIGNATION -  C 3
 HU0867  PID         -  HU0867
 HU0867  STATE/COUNTY-  DE/KENT
 HU0867  USGS QUAD   -  HARRINGTON (1993)
 HU0867
 HU0867                         *CURRENT SURVEY CONTROL
 HU0867  ___________________________________________________________________
 HU0867* NAD 83(1986)-  38 55 05.     (N)    075 34 32.     (W)     SCALED    
 HU0867* NAVD 88     -        17.058  (meters)      55.96   (feet)  ADJUSTED  
 HU0867  ___________________________________________________________________
 HU0867  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 HU0867  DYNAMIC HT  -          17.048 (meters)      55.93  (feet)  COMP
 HU0867  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 HU0867
 HU0867  VERT ORDER  -  FIRST     CLASS I
 HU0867
 HU0867.The horizontal coordinates were scaled from a topographic map and have
 HU0867.an estimated accuracy of +/- 6 seconds.
 HU0867
 HU0867.The orthometric height was determined by differential leveling
 HU0867.and adjusted in June 1991.
 HU0867
 HU0867.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0867
 HU0867  NGVD 29 (??/??/??)   17.300  (m)           56.76   (f) ADJUSTED    1 1
 HU0867
 HU0867.Superseded values are not recommended for survey control.
 HU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0867.See file dsdata.txt to determine how the superseded data were derived.
 HU0867
 HU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501078(NAD 83)
 HU0867_MARKER: DB = BENCH MARK DISK
 HU0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0867_STAMPING: 57.254 C 3 1931
 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
 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' 
 HU0867' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0200 ***********************************************************************
 HU0200  DESIGNATION -  C 30
 HU0200  PID         -  HU0200
 HU0200  STATE/COUNTY-  DE/SUSSEX
 HU0200  USGS QUAD   -  LEWES (1991)
 HU0200
 HU0200                         *CURRENT SURVEY CONTROL
 HU0200  ___________________________________________________________________
 HU0200* NAD 83(1986)-  38 49 39.     (N)    075 12 46.     (W)     SCALED    
 HU0200* NAVD 88     -         1.692  (meters)       5.55   (feet)  ADJUSTED  
 HU0200  ___________________________________________________________________
 HU0200  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0200  DYNAMIC HT  -           1.691 (meters)       5.55  (feet)  COMP
 HU0200  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 HU0200
 HU0200  VERT ORDER  -  SECOND    CLASS 0
 HU0200
 HU0200.The horizontal coordinates were scaled from a topographic map and have
 HU0200.an estimated accuracy of +/- 6 seconds.
 HU0200
 HU0200.The orthometric height was determined by differential leveling
 HU0200.and adjusted in June 1991.
 HU0200
 HU0200.The geoid height was determined by GEOID03.
 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       -    91,880.      217,710.      MT  (+/- 180 meters Scaled)
 HU0200
 HU0200                          SUPERSEDED SURVEY CONTROL
 HU0200
 HU0200  NGVD 29 (??/??/??)    1.931  (m)            6.34   (f) ADJUSTED    2 0
 HU0200
 HU0200.Superseded values are not recommended for survey control.
 HU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0200.See file dsdata.txt to determine how the superseded data were derived.
 HU0200
 HU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH815976(NAD 83)
 HU0200_MARKER: DB = BENCH MARK DISK
 HU0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0200_SP_SET: FOUNDATION
 HU0200_STAMPING: C 30 1962
 HU0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0200
 HU0200  HISTORY     - Date     Condition        Report By
 HU0200  HISTORY     - 1962     MONUMENTED       CGS
 HU0200  HISTORY     - 1981     GOOD             UDE
 HU0200  HISTORY     - 20060330 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0185 ***********************************************************************
 HU0185  DESIGNATION -  C 33
 HU0185  PID         -  HU0185
 HU0185  STATE/COUNTY-  DE/SUSSEX
 HU0185  USGS QUAD   -  ELLENDALE (1992)
 HU0185
 HU0185                         *CURRENT SURVEY CONTROL
 HU0185  ___________________________________________________________________
 HU0185* NAD 83(1986)-  38 50 36.     (N)    075 22 43.     (W)     SCALED    
 HU0185* NAVD 88     -        10.599  (meters)      34.77   (feet)  ADJUSTED  
 HU0185  ___________________________________________________________________
 HU0185  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU0185  DYNAMIC HT  -          10.593 (meters)      34.75  (feet)  COMP
 HU0185  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 HU0185
 HU0185  VERT ORDER  -  SECOND    CLASS II
 HU0185
 HU0185.The horizontal coordinates were scaled from a topographic map and have
 HU0185.an estimated accuracy of +/- 6 seconds.
 HU0185
 HU0185.The orthometric height was determined by differential leveling
 HU0185.and adjusted in June 1991.
 HU0185
 HU0185.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0185
 HU0185  NGVD 29 (??/??/??)   10.840  (m)           35.56   (f) ADJUSTED    2 0
 HU0185
 HU0185.Superseded values are not recommended for survey control.
 HU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0185.See file dsdata.txt to determine how the superseded data were derived.
 HU0185
 HU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH671994(NAD 83)
 HU0185_MARKER: DB = BENCH MARK DISK
 HU0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0185_STAMPING: C 33 1962
 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 - July 15, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0735 ***********************************************************************
 HU0735  DESIGNATION -  C 34
 HU0735  PID         -  HU0735
 HU0735  STATE/COUNTY-  DE/KENT
 HU0735  USGS QUAD   -  HARRINGTON (1993)
 HU0735
 HU0735                         *CURRENT SURVEY CONTROL
 HU0735  ___________________________________________________________________
 HU0735* NAD 83(1986)-  38 54 51.     (N)    075 34 37.     (W)     SCALED    
 HU0735* NAVD 88     -        18.172  (meters)      59.62   (feet)  ADJUSTED  
 HU0735  ___________________________________________________________________
 HU0735  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 HU0735  DYNAMIC HT  -          18.162 (meters)      59.59  (feet)  COMP
 HU0735  MODELED GRAV-     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 scaled from a topographic map and have
 HU0735.an estimated accuracy of +/- 6 seconds.
 HU0735
 HU0735.The orthometric height was determined by differential leveling
 HU0735.and adjusted in June 1991.
 HU0735
 HU0735.The geoid height was determined by GEOID03.
 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.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       -   101,490.      186,100.      MT  (+/- 180 meters Scaled)
 HU0735
 HU0735                          SUPERSEDED SURVEY CONTROL
 HU0735
 HU0735  NGVD 29 (??/??/??)   18.415  (m)           60.42   (f) ADJUSTED    1 1
 HU0735
 HU0735.Superseded values are not recommended for survey control.
 HU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0735.See file dsdata.txt to determine how the superseded data were derived.
 HU0735
 HU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499074(NAD 83)
 HU0735_MARKER: DB = BENCH MARK DISK
 HU0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0735_SP_SET: 78 FEET
 HU0735_STAMPING: C 34 1963
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1116 ***********************************************************************
 JU1116  DESIGNATION -  C 35
 JU1116  PID         -  JU1116
 JU1116  STATE/COUNTY-  DE/KENT
 JU1116  USGS QUAD   -  WYOMING (1993)
 JU1116
 JU1116                         *CURRENT SURVEY CONTROL
 JU1116  ___________________________________________________________________
 JU1116* NAD 83(1986)-  39 06 14.     (N)    075 33 54.     (W)     SCALED    
 JU1116* NAVD 88     -        17.189  (meters)      56.39   (feet)  ADJUSTED  
 JU1116  ___________________________________________________________________
 JU1116  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU1116  DYNAMIC HT  -          17.180 (meters)      56.36  (feet)  COMP
 JU1116  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 JU1116
 JU1116  VERT ORDER  -  FIRST     CLASS I
 JU1116
 JU1116.The horizontal coordinates were scaled from a topographic map and have
 JU1116.an estimated accuracy of +/- 6 seconds.
 JU1116
 JU1116.The orthometric height was determined by differential leveling
 JU1116.and adjusted in June 1991.
 JU1116
 JU1116.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1116
 JU1116  NGVD 29 (??/??/??)   17.427  (m)           57.18   (f) ADJUSTED    1 1
 JU1116
 JU1116.Superseded values are not recommended for survey control.
 JU1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1116.See file dsdata.txt to determine how the superseded data were derived.
 JU1116
 JU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511284(NAD 83)
 JU1116_MARKER: DB = BENCH MARK DISK
 JU1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1116_STAMPING: C 35 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0058 ***********************************************************************
 HU0058  DESIGNATION -  C 36
 HU0058  PID         -  HU0058
 HU0058  STATE/COUNTY-  DE/SUSSEX
 HU0058  USGS QUAD   -  ELLENDALE (1992)
 HU0058
 HU0058                         *CURRENT SURVEY CONTROL
 HU0058  ___________________________________________________________________
 HU0058* NAD 83(1986)-  38 49 09.     (N)    075 25 24.     (W)     SCALED    
 HU0058* NAVD 88     -        15.078  (meters)      49.47   (feet)  ADJUSTED  
 HU0058  ___________________________________________________________________
 HU0058  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0058  DYNAMIC HT  -          15.069 (meters)      49.44  (feet)  COMP
 HU0058  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0058
 HU0058  VERT ORDER  -  FIRST     CLASS I
 HU0058
 HU0058.The horizontal coordinates were scaled from a topographic map and have
 HU0058.an estimated accuracy of +/- 6 seconds.
 HU0058
 HU0058.The orthometric height was determined by differential leveling
 HU0058.and adjusted in June 1991.
 HU0058
 HU0058.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0058
 HU0058  NGVD 29 (??/??/??)   15.320  (m)           50.26   (f) ADJUSTED    1 1
 HU0058
 HU0058.Superseded values are not recommended for survey control.
 HU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0058.See file dsdata.txt to determine how the superseded data were derived.
 HU0058
 HU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632967(NAD 83)
 HU0058_MARKER: DB = BENCH MARK DISK
 HU0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0058_STAMPING: C 36 1963
 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 = MARCH  2, 2009
 JU1347 ***********************************************************************
 JU1347  DESIGNATION -  C 37
 JU1347  PID         -  JU1347
 JU1347  STATE/COUNTY-  DE/KENT
 JU1347  USGS QUAD   -  SMYRNA (1993)
 JU1347
 JU1347                         *CURRENT SURVEY CONTROL
 JU1347  ___________________________________________________________________
 JU1347* NAD 83(1986)-  39 18 12.     (N)    075 36 08.     (W)     SCALED    
 JU1347* NAVD 88     -         7.363  (meters)      24.16   (feet)  ADJUSTED  
 JU1347  ___________________________________________________________________
 JU1347  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU1347  DYNAMIC HT  -           7.359 (meters)      24.14  (feet)  COMP
 JU1347  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 JU1347
 JU1347  VERT ORDER  -  FIRST     CLASS I
 JU1347
 JU1347.The horizontal coordinates were scaled from a topographic map and have
 JU1347.an estimated accuracy of +/- 6 seconds.
 JU1347
 JU1347.The orthometric height was determined by differential leveling
 JU1347.and adjusted in June 1991.
 JU1347
 JU1347.The geoid height was determined by GEOID03.
 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       -   144,700.      184,000.      MT  (+/- 180 meters Scaled)
 JU1347
 JU1347                          SUPERSEDED SURVEY CONTROL
 JU1347
 JU1347  NGVD 29 (??/??/??)    7.603  (m)           24.94   (f) ADJUSTED    1 1
 JU1347
 JU1347.Superseded values are not recommended for survey control.
 JU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1347.See file dsdata.txt to determine how the superseded data were derived.
 JU1347
 JU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ480506(NAD 83)
 JU1347_MARKER: DB = BENCH MARK DISK
 JU1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1347_SP_SET: BUILDING
 JU1347_STAMPING: C 37 1963
 JU1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1094 ***********************************************************************
 JU1094  DESIGNATION -  C 38
 JU1094  PID         -  JU1094
 JU1094  STATE/COUNTY-  DE/KENT
 JU1094  USGS QUAD   -  DOVER (1993)
 JU1094
 JU1094                         *CURRENT SURVEY CONTROL
 JU1094  ___________________________________________________________________
 JU1094* NAD 83(1986)-  39 13 08.     (N)    075 35 11.     (W)     SCALED    
 JU1094* NAVD 88     -        13.082  (meters)      42.92   (feet)  ADJUSTED  
 JU1094  ___________________________________________________________________
 JU1094  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU1094  DYNAMIC HT  -          13.075 (meters)      42.90  (feet)  COMP
 JU1094  MODELED GRAV-     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 scaled from a topographic map and have
 JU1094.an estimated accuracy of +/- 6 seconds.
 JU1094
 JU1094.The orthometric height was determined by differential leveling
 JU1094.and adjusted in June 1991.
 JU1094
 JU1094.The geoid height was determined by GEOID03.
 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.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       -   135,320.      185,340.      MT  (+/- 180 meters Scaled)
 JU1094
 JU1094                          SUPERSEDED SURVEY CONTROL
 JU1094
 JU1094  NGVD 29 (??/??/??)   13.321  (m)           43.70   (f) ADJUSTED    1 1
 JU1094
 JU1094.Superseded values are not recommended for survey control.
 JU1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1094.See file dsdata.txt to determine how the superseded data were derived.
 JU1094
 JU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ493412(NAD 83)
 JU1094_MARKER: DB = BENCH MARK DISK
 JU1094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1094_SP_SET: 69.8 FEET
 JU1094_STAMPING: C 38 1963
 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 = MARCH  2, 2009
 JU1889 ***********************************************************************
 JU1889  DESIGNATION -  C 39
 JU1889  PID         -  JU1889
 JU1889  STATE/COUNTY-  DE/NEW CASTLE
 JU1889  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1889
 JU1889                         *CURRENT SURVEY CONTROL
 JU1889  ___________________________________________________________________
 JU1889* NAD 83(1986)-  39 41 36.     (N)    075 34 43.     (W)     SCALED    
 JU1889* NAVD 88     -        12.738  (meters)      41.79   (feet)  ADJUSTED  
 JU1889  ___________________________________________________________________
 JU1889  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1889  DYNAMIC HT  -          12.732 (meters)      41.77  (feet)  COMP
 JU1889  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 JU1889
 JU1889  VERT ORDER  -  FIRST     CLASS I
 JU1889
 JU1889.The horizontal coordinates were scaled from a topographic map and have
 JU1889.an estimated accuracy of +/- 6 seconds.
 JU1889
 JU1889.The orthometric height was determined by differential leveling
 JU1889.and adjusted in June 1991.
 JU1889
 JU1889.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1889
 JU1889  NGVD 29 (01/10/92)   12.990  (m)           42.62   (f) ADJUSTED    1 1
 JU1889
 JU1889.Superseded values are not recommended for survey control.
 JU1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1889.See file dsdata.txt to determine how the superseded data were derived.
 JU1889
 JU1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503938(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0743 ***********************************************************************
 HU0743  DESIGNATION -  C 4
 HU0743  PID         -  HU0743
 HU0743  STATE/COUNTY-  DE/KENT
 HU0743  USGS QUAD   -  GREENWOOD (1992)
 HU0743
 HU0743                         *CURRENT SURVEY CONTROL
 HU0743  ___________________________________________________________________
 HU0743* NAD 83(1986)-  38 50 14.     (N)    075 35 09.     (W)     SCALED    
 HU0743* NAVD 88     -        17.456  (meters)      57.27   (feet)  ADJUSTED  
 HU0743  ___________________________________________________________________
 HU0743  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 HU0743  DYNAMIC HT  -          17.446 (meters)      57.24  (feet)  COMP
 HU0743  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 HU0743
 HU0743  VERT ORDER  -  FIRST     CLASS I
 HU0743
 HU0743.The horizontal coordinates were scaled from a topographic map and have
 HU0743.an estimated accuracy of +/- 6 seconds.
 HU0743
 HU0743.The orthometric height was determined by differential leveling
 HU0743.and adjusted in June 1991.
 HU0743.WARNING-Repeat measurements at this control monument indicate possible
 HU0743.vertical movement.
 HU0743
 HU0743.The geoid height was determined by GEOID03.
 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       -    92,950.      185,310.      MT  (+/- 180 meters Scaled)
 HU0743
 HU0743                          SUPERSEDED SURVEY CONTROL
 HU0743
 HU0743  NGVD 29 (??/??/??)   17.702  (m)           58.08   (f) ADJUSTED    1 1
 HU0743
 HU0743.Superseded values are not recommended for survey control.
 HU0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0743.See file dsdata.txt to determine how the superseded data were derived.
 HU0743
 HU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH491988(NAD 83)
 HU0743_MARKER: DB = BENCH MARK DISK
 HU0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0743_STAMPING: C 4 1935
 HU0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0743+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1859 ***********************************************************************
 JU1859  DESIGNATION -  C 40
 JU1859  PID         -  JU1859
 JU1859  STATE/COUNTY-  DE/NEW CASTLE
 JU1859  USGS QUAD   -  SAINT GEORGES (1993)
 JU1859
 JU1859                         *CURRENT SURVEY CONTROL
 JU1859  ___________________________________________________________________
 JU1859* NAD 83(1991)-  39 36 20.71286(N)    075 44 42.26654(W)     ADJUSTED  
 JU1859* NAVD 88     -        19.692  (meters)      64.61   (feet)  ADJUSTED  
 JU1859  ___________________________________________________________________
 JU1859  X           -   1,211,661.165 (meters)                     COMP
 JU1859  Y           -  -4,769,208.585 (meters)                     COMP
 JU1859  Z           -   4,044,348.048 (meters)                     COMP
 JU1859  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 JU1859  ELLIP HEIGHT-         -13.378 (meters)          (12/29/05) ADJUSTED
 JU1859  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1859  DYNAMIC HT  -          19.683 (meters)      64.58  (feet)  COMP
 JU1859  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 JU1859  OBS GRAVITY -     980,162.3   (mgal)                       GRAV_OBS
 JU1859
 JU1859  HORZ ORDER  -  FIRST
 JU1859  VERT ORDER  -  FIRST     CLASS I
 JU1859  ELLP ORDER  -  FOURTH    CLASS I
 JU1859
 JU1859.The horizontal coordinates were established by GPS observations
 JU1859.and adjusted by the JMT ENGINEERING in December 2005.
 JU1859
 JU1859.The orthometric height was determined by differential leveling
 JU1859.and adjusted in June 1991.
 JU1859
 JU1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1859
 JU1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1859
 JU1859.The ellipsoidal height was determined by GPS observations
 JU1859.and is referenced to NAD 83.
 JU1859
 JU1859.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 JU1859.to the IGSN71 gravity network.
 JU1859
 JU1859;                    North         East     Units Scale Factor Converg.
 JU1859;SPC DE       -   178,308.135   171,795.526   MT  1.00000479   -0 12 33.7
 JU1859;SPC DE       -   584,999.27    563,632.49   sFT  1.00000479   -0 12 33.7
 JU1859;UTM  18      - 4,384,266.354   436,036.117   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                          SUPERSEDED SURVEY CONTROL
 JU1859
 JU1859  NAVD 88 (12/29/05)   19.69   (m)           64.6    (f) LEVELING    3  
 JU1859  NGVD 29 (01/10/92)   19.929  (m)           65.38   (f) ADJUSTED    1 1
 JU1859
 JU1859.Superseded values are not recommended for survey control.
 JU1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1859.See file dsdata.txt to determine how the superseded data were derived.
 JU1859
 JU1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3603684266(NAD 83)
 JU1859_MARKER: DB = BENCH MARK DISK
 JU1859_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1859_SP_SET: 32 FEET
 JU1859_STAMPING: C 40 1971
 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 - July 29, 2008
 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
 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.  HANDHELD COORDINATES ARE N39-36-20.76
 JU1859'W075-44-42.30.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4133 ***********************************************************************
 JU4133  DESIGNATION -  C 42
 JU4133  PID         -  JU4133
 JU4133  STATE/COUNTY-  DE/NEW CASTLE
 JU4133  USGS QUAD   -  NEWARK WEST (1992)
 JU4133
 JU4133                         *CURRENT SURVEY CONTROL
 JU4133  ___________________________________________________________________
 JU4133* NAD 83(1986)-  39 41 46.     (N)    075 45 03.     (W)     SCALED    
 JU4133* NAVD 88     -        38.780  (meters)     127.23   (feet)  ADJUSTED  
 JU4133  ___________________________________________________________________
 JU4133  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU4133  DYNAMIC HT  -          38.762 (meters)     127.17  (feet)  COMP
 JU4133  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 JU4133
 JU4133  VERT ORDER  -  SECOND    CLASS II
 JU4133
 JU4133.The horizontal coordinates were scaled from a topographic map and have
 JU4133.an estimated accuracy of +/- 6 seconds.
 JU4133
 JU4133.The orthometric height was determined by differential leveling
 JU4133.and adjusted in March 1994.
 JU4133
 JU4133.The geoid height was determined by GEOID03.
 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       -   188,340.      171,340.      MT  (+/- 180 meters Scaled)
 JU4133
 JU4133                          SUPERSEDED SURVEY CONTROL
 JU4133
 JU4133.No superseded survey control is available for this station.
 JU4133
 JU4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ356942(NAD 83)
 JU4133_MARKER: I = METAL ROD
 JU4133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4133_SP_SET: STAINLESS STEEL ROD
 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 NOT SUITABLE FOR
 JU4133+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4133_ROD/PIPE-DEPTH: 5.8  meters
 JU4133
 JU4133  HISTORY     - Date     Condition        Report By
 JU4133  HISTORY     - 1990     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0795 ***********************************************************************
 HU0795  DESIGNATION -  C 5
 HU0795  PID         -  HU0795
 HU0795  STATE/COUNTY-  DE/SUSSEX
 HU0795  USGS QUAD   -  HICKMAN (1993)
 HU0795
 HU0795                         *CURRENT SURVEY CONTROL
 HU0795  ___________________________________________________________________
 HU0795* NAD 83(1986)-  38 49 35.     (N)    075 41 31.     (W)     SCALED    
 HU0795* NAVD 88     -        11.562  (meters)      37.93   (feet)  ADJUSTED  
 HU0795  ___________________________________________________________________
 HU0795  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 HU0795  DYNAMIC HT  -          11.556 (meters)      37.91  (feet)  COMP
 HU0795  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 HU0795
 HU0795  VERT ORDER  -  SECOND    CLASS 0
 HU0795
 HU0795.The horizontal coordinates were scaled from a topographic map and have
 HU0795.an estimated accuracy of +/- 6 seconds.
 HU0795
 HU0795.The orthometric height was determined by differential leveling
 HU0795.and adjusted in June 1991.
 HU0795
 HU0795.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0795
 HU0795  NGVD 29 (??/??/??)   11.806  (m)           38.73   (f) ADJUSTED    2 0
 HU0795
 HU0795.Superseded values are not recommended for survey control.
 HU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0795.See file dsdata.txt to determine how the superseded data were derived.
 HU0795
 HU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH399977(NAD 83)
 HU0795_MARKER: DB = BENCH MARK DISK
 HU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0795_STAMPING: C 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1017 ***********************************************************************
 HU1017  DESIGNATION -  C 8
 HU1017  PID         -  HU1017
 HU1017  STATE/COUNTY-  DE/SUSSEX
 HU1017  USGS QUAD   -  LAUREL (1992)
 HU1017
 HU1017                         *CURRENT SURVEY CONTROL
 HU1017  ___________________________________________________________________
 HU1017* NAD 83(1986)-  38 32 55.     (N)    075 31 08.     (W)     SCALED    
 HU1017* NAVD 88     -        10.479  (meters)      34.38   (feet)  ADJUSTED  
 HU1017  ___________________________________________________________________
 HU1017  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU1017  DYNAMIC HT  -          10.473 (meters)      34.36  (feet)  COMP
 HU1017  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 HU1017
 HU1017  VERT ORDER  -  SECOND    CLASS 0
 HU1017
 HU1017.The horizontal coordinates were scaled from a topographic map and have
 HU1017.an estimated accuracy of +/- 6 seconds.
 HU1017
 HU1017.The orthometric height was determined by differential leveling
 HU1017.and adjusted in June 1991.
 HU1017
 HU1017.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1017
 HU1017  NGVD 29 (??/??/??)   10.725  (m)           35.19   (f) ADJUSTED    2 0
 HU1017
 HU1017.Superseded values are not recommended for survey control.
 HU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1017.See file dsdata.txt to determine how the superseded data were derived.
 HU1017
 HU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH547668(NAD 83)
 HU1017_MARKER: DB = BENCH MARK DISK
 HU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU1017_STAMPING: C 8 1942
 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 = MARCH  2, 2009
 HU0350 ***********************************************************************
 HU0350  DESIGNATION -  C 9
 HU0350  PID         -  HU0350
 HU0350  STATE/COUNTY-  DE/SUSSEX
 HU0350  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0350
 HU0350                         *CURRENT SURVEY CONTROL
 HU0350  ___________________________________________________________________
 HU0350* NAD 83(1986)-  38 28 24.     (N)    075 16 21.     (W)     SCALED    
 HU0350* NAVD 88     -        12.134  (meters)      39.81   (feet)  ADJUSTED  
 HU0350  ___________________________________________________________________
 HU0350  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU0350  DYNAMIC HT  -          12.126 (meters)      39.78  (feet)  COMP
 HU0350  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 HU0350
 HU0350  VERT ORDER  -  SECOND    CLASS 0
 HU0350
 HU0350.The horizontal coordinates were scaled from a topographic map and have
 HU0350.an estimated accuracy of +/- 6 seconds.
 HU0350
 HU0350.The orthometric height was determined by differential leveling
 HU0350.and adjusted in June 1991.
 HU0350
 HU0350.The geoid height was determined by GEOID03.
 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       -    52,550.      212,580.      MT  (+/- 180 meters Scaled)
 HU0350
 HU0350                          SUPERSEDED SURVEY CONTROL
 HU0350
 HU0350  NGVD 29 (??/??/??)   12.374  (m)           40.60   (f) ADJUSTED    2 0
 HU0350
 HU0350.Superseded values are not recommended for survey control.
 HU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0350.See file dsdata.txt to determine how the superseded data were derived.
 HU0350
 HU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH762583(NAD 83)
 HU0350_MARKER: DB = BENCH MARK DISK
 HU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0350_STAMPING: C 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2514 ***********************************************************************
 JU2514  DESIGNATION -  C AND D CANAL LIGHT 1
 JU2514  PID         -  JU2514
 JU2514  STATE/COUNTY-  DE/NEW CASTLE
 JU2514  USGS QUAD   -  DELAWARE CITY (1993)
 JU2514
 JU2514                         *CURRENT SURVEY CONTROL
 JU2514  ___________________________________________________________________
 JU2514* NAD 83(1991)-  39 33 31.94989(N)    075 33 29.73921(W)     ADJUSTED  
 JU2514* NAVD 88     -              **(meters)            **(feet)            
 JU2514  ___________________________________________________________________
 JU2514  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU2514  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 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
 JU2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2514
 JU2514.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2514
 JU2514  NAD 83(1986)-  39 33 31.94256(N)    075 33 29.74769(W) AD(       ) 4
 JU2514
 JU2514.Superseded values are not recommended for survey control.
 JU2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2514.See file dsdata.txt to determine how the superseded data were derived.
 JU2514
 JU2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5204278947(NAD 83)
 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 = MARCH  2, 2009
 JU2515 ***********************************************************************
 JU2515  DESIGNATION -  C AND D CANAL LIGHT 2
 JU2515  PID         -  JU2515
 JU2515  STATE/COUNTY-  DE/NEW CASTLE
 JU2515  USGS QUAD   -  DELAWARE CITY (1993)
 JU2515
 JU2515                         *CURRENT SURVEY CONTROL
 JU2515  ___________________________________________________________________
 JU2515* NAD 83(1991)-  39 33 46.57944(N)    075 33 32.49082(W)     ADJUSTED  
 JU2515* NAVD 88     -              **(meters)            **(feet)            
 JU2515  ___________________________________________________________________
 JU2515  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 JU2515  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 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
 JU2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2515
 JU2515.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2515
 JU2515  NAD 83(1986)-  39 33 46.57206(N)    075 33 32.49929(W) AD(       ) 4
 JU2515
 JU2515.Superseded values are not recommended for survey control.
 JU2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2515.See file dsdata.txt to determine how the superseded data were derived.
 JU2515
 JU2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5197979399(NAD 83)
 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 = MARCH  2, 2009
 JU2516 ***********************************************************************
 JU2516  DESIGNATION -  C AND D CANAL LIGHTED TOWER
 JU2516  PID         -  JU2516
 JU2516  STATE/COUNTY-  DE/NEW CASTLE
 JU2516  USGS QUAD   -  DELAWARE CITY (1993)
 JU2516
 JU2516                         *CURRENT SURVEY CONTROL
 JU2516  ___________________________________________________________________
 JU2516* NAD 83(1991)-  39 33 41.09509(N)    075 34 12.27906(W)     ADJUSTED  
 JU2516* NAVD 88     -              **(meters)            **(feet)            
 JU2516  ___________________________________________________________________
 JU2516  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU2516  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 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
 JU2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2516
 JU2516.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2516
 JU2516  NAD 83(1986)-  39 33 41.08763(N)    075 34 12.28766(W) AD(       ) 4
 JU2516
 JU2516.Superseded values are not recommended for survey control.
 JU2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2516.See file dsdata.txt to determine how the superseded data were derived.
 JU2516
 JU2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5102879236(NAD 83)
 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 = MARCH  2, 2009
 JU2517 ***********************************************************************
 JU2517  DESIGNATION -  C AND D CANAL RADIO TOWER
 JU2517  PID         -  JU2517
 JU2517  STATE/COUNTY-  DE/NEW CASTLE
 JU2517  USGS QUAD   -  DELAWARE CITY (1993)
 JU2517
 JU2517                         *CURRENT SURVEY CONTROL
 JU2517  ___________________________________________________________________
 JU2517* NAD 83(1991)-  39 33 41.37670(N)    075 34 12.35134(W)     ADJUSTED  
 JU2517* NAVD 88     -              **(meters)            **(feet)            
 JU2517  ___________________________________________________________________
 JU2517  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU2517  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 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
 JU2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2517
 JU2517.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2517
 JU2517  NAD 83(1986)-  39 33 41.36924(N)    075 34 12.35994(W) AD(       ) 4
 JU2517
 JU2517.Superseded values are not recommended for survey control.
 JU2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2517.See file dsdata.txt to determine how the superseded data were derived.
 JU2517
 JU2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5102779244(NAD 83)
 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 = MARCH  2, 2009
 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  USGS QUAD   -  CAPE HENLOPEN (1991)
 AF9492
 AF9492                         *CURRENT SURVEY CONTROL
 AF9492  ___________________________________________________________________
 AF9492* NAD 83(CORS)-  38 46 36.40679(N)    075 05 15.66273(W)     ADJUSTED  
 AF9492* NAVD 88     -        23.38   (meters)      76.7    (feet)  GPS OBS   
 AF9492  ___________________________________________________________________
 AF9492  EPOCH DATE  -        2002.00
 AF9492  X           -   1,281,266.273 (meters)                     COMP
 AF9492  Y           -  -4,811,190.505 (meters)                     COMP
 AF9492  Z           -   3,973,021.034 (meters)                     COMP
 AF9492  ELLIP HEIGHT-         -12.203 (meters)          (03/??/02) ADJUSTED
 AF9492  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AF9492  HORZ ORDER  -  SPECIAL (CORS)
 AF9492  ELLP ORDER  -  SPECIAL (CORS)
 AF9492
 AF9492.ITRF positions are available for this station.
 AF9492.The coordinates were established by GPS observations
 AF9492.and adjusted by the National Geodetic Survey in March 2002.
 AF9492.The coordinates are valid at the epoch date displayed above.
 AF9492.The epoch date for horizontal control is a decimal equivalence
 AF9492.of Year/Month/Day.
 AF9492
 AF9492.The orthometric height was determined by GPS observations and a
 AF9492.high-resolution geoid model.
 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.The PID for the CORS L1 Phase Center is AJ7863.
 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 geoid height was determined by GEOID03.
 AF9492
 AF9492;                    North         East     Units Scale Factor Converg.
 AF9492;SPC DE       -    86,276.498   228,587.796   MT  1.00000506   +0 12 21.7
 AF9492;SPC DE       -   283,058.81    749,958.46   sFT  1.00000506   +0 12 21.7
 AF9492
 AF9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9492!SPC DE       -   1.00000191  x   1.00000506  =   1.00000697
 AF9492
 AF9492                          SUPERSEDED SURVEY CONTROL
 AF9492
 AF9492  NAD 83(CORS)-  38 46 36.40716(N)    075 05 15.66304(W) AD(1996.00) 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  ELLIP H (04/??/96)  -12.211  (m)                       GP(1996.00) c c
 AF9492
 AF9492.Superseded values are not recommended for survey control.
 AF9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9492.See file dsdata.txt to determine how the superseded data were derived.
 AF9492
 AF9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9238392010(NAD 83)
 AF9492_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9492
 AF9492                          STATION DESCRIPTION
 AF9492
 AF9492'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9492'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9492'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9492'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9492'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9492'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ7863 ***********************************************************************
 AJ7863  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7863  DESIGNATION -  CAPE HENLOPEN 1 CORS L1 PHASE CENTER
 AJ7863  CORS_ID     -  CHL1
 AJ7863  PID         -  AJ7863
 AJ7863  STATE/COUNTY-  DE/SUSSEX
 AJ7863  USGS QUAD   -  CAPE HENLOPEN (1991)
 AJ7863
 AJ7863                         *CURRENT SURVEY CONTROL
 AJ7863  ___________________________________________________________________
 AJ7863* NAD 83(CORS)-  38 46 36.40675(N)    075 05 15.66276(W)     ADJUSTED  
 AJ7863* NAVD 88     -              **(meters)            **(feet)            
 AJ7863  ___________________________________________________________________
 AJ7863  EPOCH DATE  -        2002.00
 AJ7863  X           -   1,281,266.290 (meters)                     COMP
 AJ7863  Y           -  -4,811,190.572 (meters)                     COMP
 AJ7863  Z           -   3,973,021.088 (meters)                     COMP
 AJ7863  ELLIP HEIGHT-         -12.115 (meters)          (03/??/02) ADJUSTED
 AJ7863  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AJ7863  HORZ ORDER  -  SPECIAL (CORS)
 AJ7863  ELLP ORDER  -  SPECIAL (CORS)
 AJ7863
 AJ7863.ITRF positions are available for this station.
 AJ7863.The coordinates were established by GPS observations
 AJ7863.and adjusted by the National Geodetic Survey in March 2002.
 AJ7863.The coordinates are valid at the epoch date displayed above.
 AJ7863.The epoch date for horizontal control is a decimal equivalence
 AJ7863.of Year/Month/Day.
 AJ7863
 AJ7863
 AJ7863.The PID for the CORS ARP is AF9492.
 AJ7863
 AJ7863.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7863
 AJ7863.The ellipsoidal height was determined by GPS observations
 AJ7863.and is referenced to NAD 83.
 AJ7863
 AJ7863.The geoid height was determined by GEOID03.
 AJ7863
 AJ7863;                    North         East     Units Scale Factor Converg.
 AJ7863;SPC DE       -    86,276.497   228,587.795   MT  1.00000506   +0 12 21.7
 AJ7863;SPC DE       -   283,058.81    749,958.46   sFT  1.00000506   +0 12 21.7
 AJ7863
 AJ7863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7863!SPC DE       -   1.00000190  x   1.00000506  =   1.00000696
 AJ7863
 AJ7863                          SUPERSEDED SURVEY CONTROL
 AJ7863
 AJ7863  NAD 83(CORS)-  38 46 36.40712(N)    075 05 15.66307(W) AD(1996.00) c
 AJ7863  NAD 83(CORS)-  38 46 36.40712(N)    075 05 15.66307(W) AD(1997.00) c
 AJ7863  ELLIP H (04/??/96)  -12.123  (m)                       GP(1997.00) c c
 AJ7863  ELLIP H (04/??/96)  -12.123  (m)                       GP(1996.00) c c
 AJ7863
 AJ7863.Superseded values are not recommended for survey control.
 AJ7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7863.See file dsdata.txt to determine how the superseded data were derived.
 AJ7863
 AJ7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9238392010(NAD 83)
 AJ7863_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7863
 AJ7863                          STATION DESCRIPTION
 AJ7863
 AJ7863'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7863'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7863'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7863'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7863'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7863'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1331 ***********************************************************************
 HU1331  DESIGNATION -  CAPE HENLOPEN 1837
 HU1331  PID         -  HU1331
 HU1331  STATE/COUNTY-  DE/SUSSEX
 HU1331  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1331
 HU1331                         *CURRENT SURVEY CONTROL
 HU1331  ___________________________________________________________________
 HU1331* NAD 83(1991)-  38 46 48.45526(N)    075 05 02.98328(W)     ADJUSTED  
 HU1331* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HU1331  ___________________________________________________________________
 HU1331  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU1331  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1331  HORZ ORDER  -  THIRD
 HU1331
 HU1331.The horizontal coordinates were established by classical geodetic methods
 HU1331.and adjusted by the National Geodetic Survey in January 1992.
 HU1331
 HU1331.The orthometric height was scaled from a topographic map.
 HU1331
 HU1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1331
 HU1331.The geoid height was determined by GEOID03.
 HU1331
 HU1331;                    North         East     Units Scale Factor Converg.
 HU1331;SPC DE       -    86,649.137   228,892.506   MT  1.00000528   +0 12 29.7
 HU1331;SPC DE       -   284,281.38    750,958.16   sFT  1.00000528   +0 12 29.7
 HU1331;SPC NJ       -     5,743.940    99,244.787   MT  0.99993171   -0 21 57.2
 HU1331;SPC NJ       -    18,844.91    325,605.61   sFT  0.99993171   -0 21 57.2
 HU1331;UTM  18      - 4,292,380.804   492,689.761   MT  0.99960066   -0 03 09.8
 HU1331
 HU1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1331!SPC DE       -   1.00000563  x   1.00000528  =   1.00001091
 HU1331!SPC NJ       -   1.00000563  x   0.99993171  =   0.99993734
 HU1331!UTM  18      -   1.00000563  x   0.99960066  =   0.99960629
 HU1331
 HU1331:                Primary Azimuth Mark                     Grid Az
 HU1331:SPC DE       -  HIGHBEE                                  028 01 13.2
 HU1331:SPC NJ       -  HIGHBEE                                  028 35 40.1
 HU1331:UTM  18      -  HIGHBEE                                  028 16 52.7
 HU1331
 HU1331|---------------------------------------------------------------------|
 HU1331| PID    Reference Object                     Distance      Geod. Az  |
 HU1331|                                                           dddmmss.s |
 HU1331| HU1309 HIGHBEE                             APPROX.22.0 KM 0281342.9 |
 HU1331| HU1332 CAPE HENLOPEN LIGHTHOUSE            213.392 METERS 17211     |
 HU1331|---------------------------------------------------------------------|
 HU1331
 HU1331                          SUPERSEDED SURVEY CONTROL
 HU1331
 HU1331  NAD 83(1986)-  38 46 48.44318(N)    075 05 02.99035(W) AD(       ) 3
 HU1331  NAD 27      -  38 46 47.88500(N)    075 05 04.44700(W) AD(       ) 3
 HU1331
 HU1331.Superseded values are not recommended for survey control.
 HU1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1331.See file dsdata.txt to determine how the superseded data were derived.
 HU1331
 HU1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9269092381(NAD 83)
 HU1331
 HU1331  HISTORY     - Date     Condition        Report By
 HU1331  HISTORY     - 1837     MONUMENTED       COASUR
 HU1331  HISTORY     - 1943     MARK NOT FOUND   CGS
 HU1331  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HU1331
 HU1331                          STATION DESCRIPTION
 HU1331
 HU1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1331'THIS STATION SHOULD BE LISTED AS LOST, FOR IT PLOTS OUTSIDE OF THE
 HU1331'PRESENT HIGH-WATER LINE.
 HU1331
 HU1331                          STATION RECOVERY (1961)
 HU1331
 HU1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1331'DESTROYED.  THE STATION HAS BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  CAPE HENLOPEN (1991)
 AF9588
 AF9588                         *CURRENT SURVEY CONTROL
 AF9588  ___________________________________________________________________
 AF9588* NAD 83(CORS)-  38 46 36.68980(N)    075 05 14.09760(W)     ADJUSTED  
 AF9588* NAVD 88     -              **(meters)            **(feet)            
 AF9588  ___________________________________________________________________
 AF9588  EPOCH DATE  -        2002.00
 AF9588  X           -   1,281,302.224 (meters)                     COMP
 AF9588  Y           -  -4,811,178.693 (meters)                     COMP
 AF9588  Z           -   3,973,030.491 (meters)                     COMP
 AF9588  ELLIP HEIGHT-          -7.965 (meters)          (03/??/02) ADJUSTED
 AF9588  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AF9588  HORZ ORDER  -  SPECIAL (CORS)
 AF9588  ELLP ORDER  -  SPECIAL (CORS)
 AF9588
 AF9588.ITRF positions are available for this station.
 AF9588.The coordinates were established by GPS observations
 AF9588.and adjusted by the National Geodetic Survey in March 2002.
 AF9588.The coordinates are valid at the epoch date displayed above.
 AF9588.The epoch date for horizontal control is a decimal equivalence
 AF9588.of Year/Month/Day.
 AF9588
 AF9588
 AF9588.The PID for the CORS L1 Phase Center is AJ7911.
 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 geoid height was determined by GEOID03.
 AF9588
 AF9588;                    North         East     Units Scale Factor Converg.
 AF9588;SPC DE       -    86,285.361   228,625.544   MT  1.00000509   +0 12 22.7
 AF9588;SPC DE       -   283,087.89    750,082.31   sFT  1.00000509   +0 12 22.7
 AF9588
 AF9588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9588!SPC DE       -   1.00000125  x   1.00000509  =   1.00000634
 AF9588
 AF9588                          SUPERSEDED SURVEY CONTROL
 AF9588
 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(1996.00) 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  ELLIP H (11/??/96)   -7.928  (m)                       GP(1996.00) c c
 AF9588
 AF9588.Superseded values are not recommended for survey control.
 AF9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9588.See file dsdata.txt to determine how the superseded data were derived.
 AF9588
 AF9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9242192018(NAD 83)
 AF9588_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9588
 AF9588                          STATION DESCRIPTION
 AF9588
 AF9588'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9588'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9588'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9588'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9588'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9588'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ7911 ***********************************************************************
 AJ7911  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7911  DESIGNATION -  CAPE HENLOPEN 2 CORS L1 PHASE CENTER
 AJ7911  CORS_ID     -  CHL2
 AJ7911  PID         -  AJ7911
 AJ7911  STATE/COUNTY-  DE/SUSSEX
 AJ7911  USGS QUAD   -  CAPE HENLOPEN (1991)
 AJ7911
 AJ7911                         *CURRENT SURVEY CONTROL
 AJ7911  ___________________________________________________________________
 AJ7911* NAD 83(CORS)-  38 46 36.68976(N)    075 05 14.09763(W)     ADJUSTED  
 AJ7911* NAVD 88     -              **(meters)            **(feet)            
 AJ7911  ___________________________________________________________________
 AJ7911  EPOCH DATE  -        2002.00
 AJ7911  X           -   1,281,302.241 (meters)                     COMP
 AJ7911  Y           -  -4,811,178.760 (meters)                     COMP
 AJ7911  Z           -   3,973,030.545 (meters)                     COMP
 AJ7911  ELLIP HEIGHT-          -7.877 (meters)          (03/??/02) ADJUSTED
 AJ7911  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AJ7911  HORZ ORDER  -  SPECIAL (CORS)
 AJ7911  ELLP ORDER  -  SPECIAL (CORS)
 AJ7911
 AJ7911.ITRF positions are available for this station.
 AJ7911.The coordinates were established by GPS observations
 AJ7911.and adjusted by the National Geodetic Survey in March 2002.
 AJ7911.The coordinates are valid at the epoch date displayed above.
 AJ7911.The epoch date for horizontal control is a decimal equivalence
 AJ7911.of Year/Month/Day.
 AJ7911
 AJ7911
 AJ7911.The PID for the CORS ARP is AF9588.
 AJ7911
 AJ7911.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7911
 AJ7911.The ellipsoidal height was determined by GPS observations
 AJ7911.and is referenced to NAD 83.
 AJ7911
 AJ7911.The geoid height was determined by GEOID03.
 AJ7911
 AJ7911;                    North         East     Units Scale Factor Converg.
 AJ7911;SPC DE       -    86,285.360   228,625.543   MT  1.00000509   +0 12 22.7
 AJ7911;SPC DE       -   283,087.89    750,082.30   sFT  1.00000509   +0 12 22.7
 AJ7911
 AJ7911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7911!SPC DE       -   1.00000124  x   1.00000509  =   1.00000633
 AJ7911
 AJ7911                          SUPERSEDED SURVEY CONTROL
 AJ7911
 AJ7911  NAD 83(CORS)-  38 46 36.69004(N)    075 05 14.09794(W) AD(1997.00) c
 AJ7911  ELLIP H (07/??/00)   -7.882  (m)                       GP(1997.00) c c
 AJ7911  NAD 83(CORS)-  38 46 36.69019(N)    075 05 14.09744(W) AD(1996.00) c
 AJ7911  NAD 83(CORS)-  38 46 36.69019(N)    075 05 14.09744(W) AD(1997.00) c
 AJ7911  ELLIP H (11/??/96)   -7.840  (m)                       GP(1997.00) c c
 AJ7911  ELLIP H (11/??/96)   -7.840  (m)                       GP(1996.00) c c
 AJ7911
 AJ7911.Superseded values are not recommended for survey control.
 AJ7911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7911.See file dsdata.txt to determine how the superseded data were derived.
 AJ7911
 AJ7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9242192018(NAD 83)
 AJ7911_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7911
 AJ7911                          STATION DESCRIPTION
 AJ7911
 AJ7911'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7911'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7911'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7911'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7911'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7911'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1332 ***********************************************************************
 HU1332  DESIGNATION -  CAPE HENLOPEN LIGHTHOUSE
 HU1332  PID         -  HU1332
 HU1332  STATE/COUNTY-  DE/SUSSEX
 HU1332  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1332
 HU1332                         *CURRENT SURVEY CONTROL
 HU1332  ___________________________________________________________________
 HU1332* NAD 83(1991)-  38 46 41.60008(N)    075 05 01.78107(W)     ADJUSTED  
 HU1332* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1332  ___________________________________________________________________
 HU1332  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU1332  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU1332  HORZ ORDER  -  FIRST
 HU1332
 HU1332.The horizontal coordinates were established by classical geodetic methods
 HU1332.and adjusted by the National Geodetic Survey in January 1992.
 HU1332
 HU1332.The orthometric height was scaled from a topographic map.
 HU1332
 HU1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1332
 HU1332.The geoid height was determined by GEOID03.
 HU1332
 HU1332;                    North         East     Units Scale Factor Converg.
 HU1332;SPC DE       -    86,437.853   228,922.293   MT  1.00000530   +0 12 30.5
 HU1332;SPC DE       -   283,588.19    751,055.89   sFT  1.00000530   +0 12 30.5
 HU1332;SPC NJ       -     5,955.496    99,272.453   MT  0.99993168   -0 21 56.4
 HU1332;SPC NJ       -    19,538.99    325,696.37   sFT  0.99993168   -0 21 56.4
 HU1332;UTM  18      - 4,292,169.472   492,718.574   MT  0.99960065   -0 03 09.0
 HU1332
 HU1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1332!SPC DE       -   1.00000532  x   1.00000530  =   1.00001062
 HU1332!SPC NJ       -   1.00000532  x   0.99993168  =   0.99993699
 HU1332!UTM  18      -   1.00000532  x   0.99960065  =   0.99960596
 HU1332
 HU1332:                Primary Azimuth Mark                     Grid Az
 HU1332:SPC DE       -  LEWES LIFE SAVING STATION                275 37 15.5
 HU1332:SPC NJ       -  LEWES LIFE SAVING STATION                276 11 42.4
 HU1332:UTM  18      -  LEWES LIFE SAVING STATION                275 52 55.0
 HU1332
 HU1332|---------------------------------------------------------------------|
 HU1332| PID    Reference Object                     Distance      Geod. Az  |
 HU1332|                                                           dddmmss.s |
 HU1332| HU1326 LEWES LIFE SAVING STATION           APPROX. 3.2 KM 2754946.0 |
 HU1332| HU1337 DELAWARE BRKWTR FR LH OLD TWR       APPROX. 3.1 KM 3181426.4 |
 HU1332| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX. 4.1 KM 3493156.5 |
 HU1332|---------------------------------------------------------------------|
 HU1332
 HU1332                          SUPERSEDED SURVEY CONTROL
 HU1332
 HU1332  NAD 83(1986)-  38 46 41.58738(N)    075 05 01.78785(W) AD(       ) 1
 HU1332  NAD 27      -  38 46 41.18600(N)    075 05 03.13200(W) AD(       ) 1
 HU1332
 HU1332.Superseded values are not recommended for survey control.
 HU1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1332.See file dsdata.txt to determine how the superseded data were derived.
 HU1332
 HU1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9271992169(NAD 83)
 HU1332_MARKER: 13 = LIGHTHOUSE
 HU1332
 HU1332  HISTORY     - Date     Condition        Report By
 HU1332  HISTORY     - 1841     FIRST OBSERVED   CGS
 HU1332  HISTORY     - 1909     SEE DESCRIPTION  CGS
 HU1332  HISTORY     - 1920     GOOD             CGS
 HU1332  HISTORY     - 19950829 MARK NOT FOUND   USPSQD
 HU1332  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU1332
 HU1332                          STATION DESCRIPTION
 HU1332
 HU1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1332'THIS IS THE OLD LIGHTHOUSE.  THE ECCENTRIC STATION IS JUST
 HU1332'OUTSIDE DOOR ON THE FIRST BALCONY.  A SMALL HOLE WAS MADE IN THE
 HU1332'SOAPSTONE FLOOR OF THE BALCONY TO MARK THE ECCENTRIC STATION.
 HU1332
 HU1332                          STATION RECOVERY (1920)
 HU1332
 HU1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1332'RECOVERED AS DESCRIBED.
 HU1332
 HU1332                          STATION RECOVERY (1995)
 HU1332
 HU1332'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1332'MARK NOT FOUND.
 HU1332
 HU1332                          STATION RECOVERY (2008)
 HU1332
 HU1332'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1332'LIGHTHOUSE WAS LOST TO BEACH EROSION DURING STORM IN 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1456 ***********************************************************************
 JU1456  DESIGNATION -  CARR AZ MK
 JU1456  PID         -  JU1456
 JU1456  STATE/COUNTY-  DE/NEW CASTLE
 JU1456  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1456
 JU1456                         *CURRENT SURVEY CONTROL
 JU1456  ___________________________________________________________________
 JU1456* NAD 83(1986)-  39 46 47.     (N)    075 30 20.     (W)     SCALED    
 JU1456* NAVD 88     -        64.291  (meters)     210.93   (feet)  POSTED    
 JU1456  ___________________________________________________________________
 JU1456  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1456  DYNAMIC HT  -          64.260 (meters)     210.83  (feet)  COMP
 JU1456  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 JU1456
 JU1456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU1456
 JU1456.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU1456.rate of 0.0 thru 1.0 mm/km.
 JU1456
 JU1456.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1456
 JU1456  NGVD 29 (??/??/??)   64.638  (m)          212.07   (f) ADJUSTED    2 0
 JU1456
 JU1456.Superseded values are not recommended for survey control.
 JU1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1456.See file dsdata.txt to determine how the superseded data were derived.
 JU1456
 JU1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK567034(NAD 83)
 JU1456_MARKER: DZ = AZIMUTH MARK DISK
 JU1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1456_STAMPING: CARR 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1459 ***********************************************************************
 JU1459  DESIGNATION -  CARR RM 1
 JU1459  PID         -  JU1459
 JU1459  STATE/COUNTY-  DE/NEW CASTLE
 JU1459  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1459
 JU1459                         *CURRENT SURVEY CONTROL
 JU1459  ___________________________________________________________________
 JU1459* NAD 83(1986)-  39 46 55.     (N)    075 30 09.     (W)     SCALED    
 JU1459* NAVD 88     -        71.614  (meters)     234.95   (feet)  POSTED    
 JU1459  ___________________________________________________________________
 JU1459  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1459  DYNAMIC HT  -          71.580 (meters)     234.84  (feet)  COMP
 JU1459  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 JU1459
 JU1459  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1459
 JU1459.The horizontal coordinates were scaled from a topographic map and have
 JU1459.an estimated accuracy of +/- 6 seconds.
 JU1459
 JU1459.The orthometric height was determined by differential leveling
 JU1459.and adjusted by the  in 1992.
 JU1459.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1459.rate of 2.1 thru 3.0 mm/km.
 JU1459
 JU1459.The geoid height was determined by GEOID03.
 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       -   197,820.      192,650.      MT  (+/- 180 meters Scaled)
 JU1459
 JU1459                          SUPERSEDED SURVEY CONTROL
 JU1459
 JU1459  NGVD 29 (??/??/??)   71.960  (m)          236.09   (f) ADJUSTED    2 0
 JU1459
 JU1459.Superseded values are not recommended for survey control.
 JU1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1459.See file dsdata.txt to determine how the superseded data were derived.
 JU1459
 JU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK569036(NAD 83)
 JU1459_MARKER: DR = REFERENCE MARK DISK
 JU1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1459_STAMPING: CARR NO 1 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3792 ***********************************************************************
 JU3792  DESIGNATION -  CARROW
 JU3792  PID         -  JU3792
 JU3792  STATE/COUNTY-  DE/NEW CASTLE
 JU3792  USGS QUAD   -  SAINT GEORGES (1993)
 JU3792
 JU3792                         *CURRENT SURVEY CONTROL
 JU3792  ___________________________________________________________________
 JU3792* NAD 83(1991)-  39 31 34.60026(N)    075 37 51.85096(W)     ADJUSTED  
 JU3792* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 JU3792  ___________________________________________________________________
 JU3792  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JU3792  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3792
 JU3792.The geoid height was determined by GEOID03.
 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       -  NEW CASTLE AIRPORT AWY BCN 65            013 29 58.4
 JU3792:UTM  18      -  NEW CASTLE AIRPORT AWY BCN 65            013 45 53.1
 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    3  
 JU3792
 JU3792.Superseded values are not recommended for survey control.
 JU3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3792.See file dsdata.txt to determine how the superseded data were derived.
 JU3792
 JU3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4576175371(NAD 83)
 JU3792_MARKER: DS = TRIANGULATION STATION DISK
 JU3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3993 ***********************************************************************
 JU3993  DESIGNATION -  CARROW RM 1
 JU3993  PID         -  JU3993
 JU3993  STATE/COUNTY-  DE/NEW CASTLE
 JU3993  USGS QUAD   -  SAINT GEORGES (1993)
 JU3993
 JU3993                         *CURRENT SURVEY CONTROL
 JU3993  ___________________________________________________________________
 JU3993* NAD 83(1991)-  39 31 33.84877(N)    075 37 51.32568(W)     ADJUSTED  
 JU3993* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 JU3993  ___________________________________________________________________
 JU3993  X           -   1,222,558.703 (meters)                     COMP
 JU3993  Y           -  -4,772,243.249 (meters)                     COMP
 JU3993  Z           -   4,037,527.187 (meters)                     COMP
 JU3993  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JU3993  ELLIP HEIGHT-         -14.533 (meters)          (09/01/99) ADJUSTED
 JU3993  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3993
 JU3993.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3993
 JU3993.The ellipsoidal height was determined by GPS observations
 JU3993.and is referenced to NAD 83.
 JU3993
 JU3993.The geoid height was determined by GEOID03.
 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                          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)           65.     (f) GPS OBS     3  
 JU3993
 JU3993.Superseded values are not recommended for survey control.
 JU3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3993.See file dsdata.txt to determine how the superseded data were derived.
 JU3993
 JU3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4577475348(NAD 83)
 JU3993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1466 ***********************************************************************
 HU1466  DESIGNATION -  CEDAR
 HU1466  PID         -  HU1466
 HU1466  STATE/COUNTY-  DE/SUSSEX
 HU1466  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1466
 HU1466                         *CURRENT SURVEY CONTROL
 HU1466  ___________________________________________________________________
 HU1466* NAD 83(1991)-  38 27 05.08926(N)    075 05 09.25151(W)     ADJUSTED  
 HU1466* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 HU1466  ___________________________________________________________________
 HU1466  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HU1466  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1466
 HU1466.The geoid height was determined by GEOID03.
 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       -   1.00000552  x   1.00000526  =   1.00001078
 HU1466!SPC MD       -   1.00000552  x   0.99997711  =   0.99998263
 HU1466!UTM  18      -   1.00000552  x   0.99960069  =   0.99960621
 HU1466
 HU1466:                Primary Azimuth Mark                     Grid Az
 HU1466:SPC DE       -  FENWICK IS LH 1909                       089 54 23.9
 HU1466:SPC MD       -  FENWICK IS LH 1909                       088 54 39.5
 HU1466:UTM  18      -  FENWICK IS LH 1909                       090 09 56.7
 HU1466
 HU1466|---------------------------------------------------------------------|
 HU1466| PID    Reference Object                     Distance      Geod. Az  |
 HU1466|                                                           dddmmss.s |
 HU1466| HU1442 FENWICK IS LH 1909                  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 1974                     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    3  
 HU1466
 HU1466.Superseded values are not recommended for survey control.
 HU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1466.See file dsdata.txt to determine how the superseded data were derived.
 HU1466
 HU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9250455906(NAD 83)
 HU1466_MARKER: DS = TRIANGULATION STATION DISK
 HU1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1466
 HU1466  HISTORY     - Date     Condition        Report By
 HU1466  HISTORY     - 1974     MONUMENTED       NGS
 HU1466  HISTORY     - 1976     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1467 ***********************************************************************
 HU1467  DESIGNATION -  CEDAR RM 3 1974
 HU1467  PID         -  HU1467
 HU1467  STATE/COUNTY-  DE/SUSSEX
 HU1467  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1467
 HU1467                         *CURRENT SURVEY CONTROL
 HU1467  ___________________________________________________________________
 HU1467* NAD 83(1991)-  38 27 06.35966(N)    075 05 19.62882(W)     ADJUSTED  
 HU1467* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 HU1467  ___________________________________________________________________
 HU1467  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HU1467  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1467
 HU1467.The geoid height was determined by GEOID03.
 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       -   1.00000549  x   1.00000508  =   1.00001057
 HU1467!SPC MD       -   1.00000549  x   0.99997707  =   0.99998256
 HU1467!UTM  18      -   1.00000549  x   0.99960074  =   0.99960623
 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    3  
 HU1467
 HU1467.Superseded values are not recommended for survey control.
 HU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1467.See file dsdata.txt to determine how the superseded data were derived.
 HU1467
 HU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9225355945(NAD 83)
 HU1467_MARKER: DR = REFERENCE MARK DISK
 HU1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1412 ***********************************************************************
 HU1412  DESIGNATION -  CENTER CONICAL RED ROOF FLAG
 HU1412  PID         -  HU1412
 HU1412  STATE/COUNTY-  DE/SUSSEX
 HU1412  USGS QUAD   -  FRANKFORD (1991)
 HU1412
 HU1412                         *CURRENT SURVEY CONTROL
 HU1412  ___________________________________________________________________
 HU1412* NAD 83(1991)-  38 35 47.75050(N)    075 10 20.34246(W)     ADJUSTED  
 HU1412* NAVD 88     -              **(meters)            **(feet)            
 HU1412  ___________________________________________________________________
 HU1412  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1412  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU1412  HORZ ORDER  -  THIRD
 HU1412
 HU1412.The horizontal coordinates were established by classical geodetic methods
 HU1412.and adjusted by the National Geodetic Survey in January 1992.
 HU1412
 HU1412
 HU1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1412
 HU1412.The geoid height was determined by GEOID03.
 HU1412
 HU1412;                    North         East     Units Scale Factor Converg.
 HU1412;SPC DE       -    66,251.564   221,286.677   MT  1.00000058   +0 09 08.8
 HU1412;SPC DE       -   217,360.34    726,004.71   sFT  1.00000058   +0 09 08.8
 HU1412;UTM  18      - 4,272,026.186   484,994.377   MT  0.99960277   -0 06 27.0
 HU1412
 HU1412                          SUPERSEDED SURVEY CONTROL
 HU1412
 HU1412  NAD 83(1986)-  38 35 47.73675(N)    075 10 20.35868(W) AD(       ) 4
 HU1412  NAD 27      -  38 35 47.33100(N)    075 10 21.70000(W) AD(       ) 3
 HU1412
 HU1412.Superseded values are not recommended for survey control.
 HU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1412.See file dsdata.txt to determine how the superseded data were derived.
 HU1412
 HU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8499472026(NAD 83)
 HU1412_MARKER: 62 = FLAGPOLE
 HU1412
 HU1412  HISTORY     - Date     Condition        Report By
 HU1412  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1412  HISTORY     - 1943     GOOD             CGS
 HU1412  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1412
 HU1412                          STATION DESCRIPTION
 HU1412
 HU1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1412'THE STATION IS A FLAGPOLE IN THE CENTER OF A SUMMER HOUSE WITH A
 HU1412'RED CONICAL ROOF WHICH STANDS ABOUT HALFWAY OUT ON A LONG DOCK,
 HU1412'DIRECTLY OFFSHORE FROM OAK ORCHARD.
 HU1412
 HU1412                          STATION RECOVERY (1961)
 HU1412
 HU1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1412'LOST.  STATION COULD NOT BE FOUND.  NO TRACE OF A HOUSE FITTING
 HU1412'THIS DESCRIPTION WAS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3609 ***********************************************************************
 JU3609  DESIGNATION -  CENTERVILLE
 JU3609  PID         -  JU3609
 JU3609  STATE/COUNTY-  DE/NEW CASTLE
 JU3609  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3609
 JU3609                         *CURRENT SURVEY CONTROL
 JU3609  ___________________________________________________________________
 JU3609* NAD 83(1991)-  39 49 14.98266(N)    075 37 01.37744(W)     ADJUSTED  
 JU3609* NAVD 88     -       135.50   (+/-2cm)     444.6    (feet)  VERTCON   
 JU3609  ___________________________________________________________________
 JU3609  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JU3609  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU3609
 JU3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3609
 JU3609.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1892                          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  NGVD 29 (03/31/99)  135.81   (m)          445.6    (f) LEVELING    3  
 JU3609
 JU3609.Superseded values are not recommended for survey control.
 JU3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3609.See file dsdata.txt to determine how the superseded data were derived.
 JU3609
 JU3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4719108053(NAD 83)
 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
 JU3609  HISTORY     - Date     Condition        Report By
 JU3609  HISTORY     - 1892     MONUMENTED       CGS
 JU3609  HISTORY     - 1950     MARK NOT FOUND   USGS
 JU3609  HISTORY     - 19820615 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7892 ***********************************************************************
 AF7892  DESIGNATION -  CENTERVILLE RM 1
 AF7892  PID         -  AF7892
 AF7892  STATE/COUNTY-  DE/NEW CASTLE
 AF7892  USGS QUAD   -  WILMINGTON NORTH (1993)
 AF7892
 AF7892                         *CURRENT SURVEY CONTROL
 AF7892  ___________________________________________________________________
 AF7892* NAD 83(1991)-  39 49 15.71044(N)    075 36 58.69586(W)     ADJUSTED  
 AF7892* NAVD 88     -       133.18   (+/-2cm)     436.9    (feet)  VERTCON   
 AF7892  ___________________________________________________________________
 AF7892  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AF7892  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 AF7892
 AF7892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7892
 AF7892.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF7892
 AF7892  NGVD 29 (03/31/99)  133.49   (m)          438.0    (f) LEVELING    3  
 AF7892
 AF7892.Superseded values are not recommended for survey control.
 AF7892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7892.See file dsdata.txt to determine how the superseded data were derived.
 AF7892
 AF7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4725508075(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7893 ***********************************************************************
 AF7893  DESIGNATION -  CENTERVILLE RM 2
 AF7893  PID         -  AF7893
 AF7893  STATE/COUNTY-  DE/NEW CASTLE
 AF7893  USGS QUAD   -  WILMINGTON NORTH (1993)
 AF7893
 AF7893                         *CURRENT SURVEY CONTROL
 AF7893  ___________________________________________________________________
 AF7893* NAD 83(1991)-  39 49 14.70860(N)    075 37 01.33199(W)     ADJUSTED  
 AF7893* NAVD 88     -       135.25   (+/-2cm)     443.7    (feet)  VERTCON   
 AF7893  ___________________________________________________________________
 AF7893  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AF7893  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 AF7893
 AF7893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7893
 AF7893.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF7893
 AF7893  NGVD 29 (03/31/99)  135.56   (m)          444.7    (f) LEVELING    3  
 AF7893
 AF7893.Superseded values are not recommended for survey control.
 AF7893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7893.See file dsdata.txt to determine how the superseded data were derived.
 AF7893
 AF7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4719208045(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1414 ***********************************************************************
 HU1414  DESIGNATION -  CHAMPLIN
 HU1414  PID         -  HU1414
 HU1414  STATE/COUNTY-  DE/SUSSEX
 HU1414  USGS QUAD   -  FRANKFORD (1991)
 HU1414
 HU1414                         *CURRENT SURVEY CONTROL
 HU1414  ___________________________________________________________________
 HU1414* NAD 83(1991)-  38 34 31.16084(N)    075 10 17.63690(W)     ADJUSTED  
 HU1414* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1414  ___________________________________________________________________
 HU1414  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HU1414  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1414
 HU1414.The geoid height was determined by GEOID03.
 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       -  OAK ORCHARD EAST HOUSE W GABLE           005 56 41.8
 HU1414:UTM  18      -  OAK ORCHARD EAST HOUSE W GABLE           006 12 17.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1414.See file dsdata.txt to determine how the superseded data were derived.
 HU1414
 HU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8505569665(NAD 83)
 HU1414_MARKER: DS = TRIANGULATION STATION DISK
 HU1414_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1414_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2518 ***********************************************************************
 JU2518  DESIGNATION -  CHERRY ISLAND RANGE FRONT LT
 JU2518  PID         -  JU2518
 JU2518  STATE/COUNTY-  DE/NEW CASTLE
 JU2518  USGS QUAD   -  MARCUS HOOK (1993)
 JU2518
 JU2518                         *CURRENT SURVEY CONTROL
 JU2518  ___________________________________________________________________
 JU2518* NAD 83(1991)-  39 45 02.64542(N)    075 29 38.86063(W)     ADJUSTED  
 JU2518* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2518  ___________________________________________________________________
 JU2518  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU2518  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU2518  HORZ ORDER  -  THIRD
 JU2518
 JU2518.The horizontal coordinates were established by classical geodetic methods
 JU2518.and adjusted by the National Geodetic Survey in January 1992.
 JU2518
 JU2518.The orthometric height was scaled from a topographic map.
 JU2518
 JU2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2518
 JU2518.The geoid height was determined by GEOID03.
 JU2518
 JU2518;                    North         East     Units Scale Factor Converg.
 JU2518;SPC DE       -   194,356.440   193,361.326   MT  0.99999554   -0 02 58.3
 JU2518;SPC DE       -   637,651.09    634,386.28   sFT  0.99999554   -0 02 58.3
 JU2518;SPC NJ       -   102,313.337    64,807.440   MT  0.99998932   -0 38 08.6
 JU2518;SPC NJ       -   335,673.01    212,622.41   sFT  0.99998932   -0 38 08.6
 JU2518;UTM  18      - 4,400,208.545   457,668.324   MT  0.99962206   -0 18 57.5
 JU2518
 JU2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2518!SPC DE       -   1.00000474  x   0.99999554  =   1.00000028
 JU2518!SPC NJ       -   1.00000474  x   0.99998932  =   0.99999406
 JU2518!UTM  18      -   1.00000474  x   0.99962206  =   0.99962679
 JU2518
 JU2518                          SUPERSEDED SURVEY CONTROL
 JU2518
 JU2518  NAD 83(1986)-  39 45 02.64208(N)    075 29 38.86730(W) AD(       ) 4
 JU2518
 JU2518.Superseded values are not recommended for survey control.
 JU2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2518.See file dsdata.txt to determine how the superseded data were derived.
 JU2518
 JU2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5766800209(NAD 83)
 JU2518_MARKER: 14 = NAVIGATION LIGHT
 JU2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2518
 JU2518  HISTORY     - Date     Condition        Report By
 JU2518  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2518
 JU2518                          STATION DESCRIPTION
 JU2518
 JU2518'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2518'THE STATION, CHERRY ISLAND RANGE FRONT LT, IS THE CENTER OF THE
 JU2518'FRONT RANGE LIGHT ATOP THE METAL STRUCTURE.
 JU2518'
 JU2518'THE STATION IS LOCATED ON PROPERTY OF DUPONT CHEMICAL
 JU2518'COMPANY IN EDGEMOOR.
 JU2518'
 JU2518'TO REACH THE STATION FROM THE OVERPASS OF EDGEMOOR ROAD OVER THE
 JU2518'PENNSYLVANIA RAILROAD, GO EAST ON EDGEMOOR ROAD INTO THE DUPONT
 JU2518'CHEMICAL COMPANY GATE, AND GO TO THE LOADING DOCK AND THE
 JU2518'VICINITY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3799 ***********************************************************************
 JU3799  DESIGNATION -  CHESAPEAKE CITY 3RD BRI N PIER
 JU3799  PID         -  JU3799
 JU3799  STATE/COUNTY-  DE/NEW CASTLE
 JU3799  USGS QUAD   -  SAINT GEORGES (1993)
 JU3799
 JU3799                         *CURRENT SURVEY CONTROL
 JU3799  ___________________________________________________________________
 JU3799* NAD 83(1991)-  39 32 50.54254(N)    075 42 07.59698(W)     ADJUSTED  
 JU3799* NAVD 88     -              **(meters)            **(feet)            
 JU3799  ___________________________________________________________________
 JU3799  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU3799  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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
 JU3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3799
 JU3799.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3799
 JU3799  NAD 83(1986)-  39 32 50.53641(N)    075 42 07.60828(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3799.See file dsdata.txt to determine how the superseded data were derived.
 JU3799
 JU3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3967477757(NAD 83)
 JU3799
 JU3799  HISTORY     - Date     Condition        Report By
 JU3799  HISTORY     - UNK      MONUMENTED
 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 = MARCH  2, 2009
 JU3800 ***********************************************************************
 JU3800  DESIGNATION -  CHESAPEAKE CITY 3RD BRI S PIER
 JU3800  PID         -  JU3800
 JU3800  STATE/COUNTY-  DE/NEW CASTLE
 JU3800  USGS QUAD   -  SAINT GEORGES (1993)
 JU3800
 JU3800                         *CURRENT SURVEY CONTROL
 JU3800  ___________________________________________________________________
 JU3800* NAD 83(1991)-  39 32 48.36201(N)    075 42 08.20860(W)     ADJUSTED  
 JU3800* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 JU3800  ___________________________________________________________________
 JU3800  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU3800  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3800
 JU3800.The geoid height was determined by GEOID03.
 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       -   1.00000290  x   1.00000242  =   1.00000532
 JU3800!SPC MD       -   1.00000290  x   1.00001836  =   1.00002126
 JU3800!UTM  18      -   1.00000290  x   0.99964483  =   0.99964773
 JU3800
 JU3800                          SUPERSEDED SURVEY CONTROL
 JU3800
 JU3800  NAD 83(1986)-  39 32 48.35581(N)    075 42 08.21974(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3800.See file dsdata.txt to determine how the superseded data were derived.
 JU3800
 JU3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3965977690(NAD 83)
 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       USE
 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 = MARCH  2, 2009
 JU3796 ***********************************************************************
 JU3796  DESIGNATION -  CHESAPEAKE CITY BRIDGE N PIER
 JU3796  PID         -  JU3796
 JU3796  STATE/COUNTY-  DE/NEW CASTLE
 JU3796  USGS QUAD   -  SAINT GEORGES (1993)
 JU3796
 JU3796                         *CURRENT SURVEY CONTROL
 JU3796  ___________________________________________________________________
 JU3796* NAD 83(1991)-  39 32 33.20724(N)    075 43 32.25043(W)     ADJUSTED  
 JU3796* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 JU3796  ___________________________________________________________________
 JU3796  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JU3796  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3796
 JU3796.The geoid height was determined by GEOID03.
 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       -   1.00000290  x   1.00000368  =   1.00000658
 JU3796!SPC MD       -   1.00000290  x   1.00001750  =   1.00002040
 JU3796!UTM  18      -   1.00000290  x   0.99964786  =   0.99965076
 JU3796
 JU3796                          SUPERSEDED SURVEY CONTROL
 JU3796
 JU3796  NAD 83(1986)-  39 32 33.20105(N)    075 43 32.26229(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3796.See file dsdata.txt to determine how the superseded data were derived.
 JU3796
 JU3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3764977239(NAD 83)
 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       USE
 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 = MARCH  2, 2009
 JU3797 ***********************************************************************
 JU3797  DESIGNATION -  CHESAPEAKE CITY BRIDGE S PIER
 JU3797  PID         -  JU3797
 JU3797  STATE/COUNTY-  DE/NEW CASTLE
 JU3797  USGS QUAD   -  SAINT GEORGES (1993)
 JU3797
 JU3797                         *CURRENT SURVEY CONTROL
 JU3797  ___________________________________________________________________
 JU3797* NAD 83(1991)-  39 32 31.08067(N)    075 43 31.90188(W)     ADJUSTED  
 JU3797* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 JU3797  ___________________________________________________________________
 JU3797  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JU3797  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3797
 JU3797.The geoid height was determined by GEOID03.
 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       -   1.00000290  x   1.00000368  =   1.00000658
 JU3797!SPC MD       -   1.00000290  x   1.00001738  =   1.00002028
 JU3797!UTM  18      -   1.00000290  x   0.99964785  =   0.99965075
 JU3797
 JU3797                          SUPERSEDED SURVEY CONTROL
 JU3797
 JU3797  NAD 83(1986)-  39 32 31.07446(N)    075 43 31.91375(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3797.See file dsdata.txt to determine how the superseded data were derived.
 JU3797
 JU3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3765777173(NAD 83)
 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       USE
 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 = MARCH  2, 2009
 JU1659 ***********************************************************************
 JU1659  DESIGNATION -  CHESTNUT
 JU1659  PID         -  JU1659
 JU1659  STATE/COUNTY-  DE/NEW CASTLE
 JU1659  USGS QUAD   -  NEWARK WEST (1992)
 JU1659
 JU1659                         *CURRENT SURVEY CONTROL
 JU1659  ___________________________________________________________________
 JU1659* NAD 83(1991)-  39 39 02.14375(N)    075 46 10.57202(W)     ADJUSTED  
 JU1659* NAVD 88     -        89.337  (meters)     293.10   (feet)  ADJUSTED  
 JU1659  ___________________________________________________________________
 JU1659  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JU1659  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1659  DYNAMIC HT  -          89.295 (meters)     292.96  (feet)  COMP
 JU1659  MODELED GRAV-     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
 JU1659.and adjusted in June 1991.
 JU1659
 JU1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1659
 JU1659.The geoid height was determined by GEOID03.
 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;                    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       -   0.99999116  x   1.00000629  =   0.99999745
 JU1659!SPC MD       -   0.99999116  x   1.00004125  =   1.00003241
 JU1659!SPC PA S     -   0.99999116  x   1.00005623  =   1.00004739
 JU1659!UTM  18      -   0.99999116  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|---------------------------------------------------------------------|
 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 (??/??/??)   89.674  (m)          294.21   (f) ADJUSTED    2 0
 JU1659
 JU1659.Superseded values are not recommended for survey control.
 JU1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1659.See file dsdata.txt to determine how the superseded data were derived.
 JU1659
 JU1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3397389261(NAD 83)
 JU1659_MARKER: DS = TRIANGULATION STATION DISK
 JU1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1659_SP_SET: CONC MONUMENT
 JU1659_STAMPING: CHESTNUT 1958
 JU1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1658 ***********************************************************************
 JU1658  DESIGNATION -  CHESTNUT RM 1
 JU1658  PID         -  JU1658
 JU1658  STATE/COUNTY-  DE/NEW CASTLE
 JU1658  USGS QUAD   -  NEWARK WEST (1992)
 JU1658
 JU1658                         *CURRENT SURVEY CONTROL
 JU1658  ___________________________________________________________________
 JU1658* NAD 83(1986)-  39 39 01.     (N)    075 46 10.     (W)     SCALED    
 JU1658* NAVD 88     -        89.037  (meters)     292.12   (feet)  ADJUSTED  
 JU1658  ___________________________________________________________________
 JU1658  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1658  DYNAMIC HT  -          88.995 (meters)     291.98  (feet)  COMP
 JU1658  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 JU1658
 JU1658  VERT ORDER  -  SECOND    CLASS 0
 JU1658
 JU1658.The horizontal coordinates were scaled from a topographic map and have
 JU1658.an estimated accuracy of +/- 6 seconds.
 JU1658
 JU1658.The orthometric height was determined by differential leveling
 JU1658.and adjusted in June 1991.
 JU1658
 JU1658.The geoid height was determined by GEOID03.
 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       -   183,260.      169,720.      MT  (+/- 180 meters Scaled)
 JU1658
 JU1658                          SUPERSEDED SURVEY CONTROL
 JU1658
 JU1658  NGVD 29 (??/??/??)   89.374  (m)          293.22   (f) ADJUSTED    2 0
 JU1658
 JU1658.Superseded values are not recommended for survey control.
 JU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1658.See file dsdata.txt to determine how the superseded data were derived.
 JU1658
 JU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ339892(NAD 83)
 JU1658_MARKER: DR = REFERENCE MARK DISK
 JU1658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1658_SP_SET: CONC MONUMENT
 JU1658_STAMPING: CHESTNUT NO 1 1958
 JU1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1660 ***********************************************************************
 JU1660  DESIGNATION -  CHESTNUT RM 2
 JU1660  PID         -  JU1660
 JU1660  STATE/COUNTY-  DE/NEW CASTLE
 JU1660  USGS QUAD   -  NEWARK WEST (1992)
 JU1660
 JU1660                         *CURRENT SURVEY CONTROL
 JU1660  ___________________________________________________________________
 JU1660* NAD 83(1986)-  39 39 01.     (N)    075 46 10.     (W)     SCALED    
 JU1660* NAVD 88     -        88.851  (meters)     291.51   (feet)  ADJUSTED  
 JU1660  ___________________________________________________________________
 JU1660  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1660  DYNAMIC HT  -          88.809 (meters)     291.37  (feet)  COMP
 JU1660  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 JU1660
 JU1660  VERT ORDER  -  SECOND    CLASS 0
 JU1660
 JU1660.The horizontal coordinates were scaled from a topographic map and have
 JU1660.an estimated accuracy of +/- 6 seconds.
 JU1660
 JU1660.The orthometric height was determined by differential leveling
 JU1660.and adjusted in June 1991.
 JU1660
 JU1660.The geoid height was determined by GEOID03.
 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       -   183,260.      169,720.      MT  (+/- 180 meters Scaled)
 JU1660
 JU1660                          SUPERSEDED SURVEY CONTROL
 JU1660
 JU1660  NGVD 29 (??/??/??)   89.188  (m)          292.61   (f) ADJUSTED    2 0
 JU1660
 JU1660.Superseded values are not recommended for survey control.
 JU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1660.See file dsdata.txt to determine how the superseded data were derived.
 JU1660
 JU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ339892(NAD 83)
 JU1660_MARKER: DR = REFERENCE MARK DISK
 JU1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1660_SP_SET: CONC MONUMENT
 JU1660_STAMPING: CHESTNUT NO 2 1958
 JU1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU3995 ***********************************************************************
 JU3995  PACS        -  This is a Primary Airport Control Station.
 JU3995  DESIGNATION -  CHESWOLD
 JU3995  PID         -  JU3995
 JU3995  STATE/COUNTY-  DE/KENT
 JU3995  USGS QUAD   -  DOVER (1993)
 JU3995
 JU3995                         *CURRENT SURVEY CONTROL
 JU3995  ___________________________________________________________________
 JU3995* NAD 83(2007)-  39 13 07.09987(N)    075 35 39.70727(W)     ADJUSTED  
 JU3995* NAVD 88     -        13.91   (meters)      45.6    (feet)  GPS OBS   
 JU3995  ___________________________________________________________________
 JU3995  EPOCH DATE  -        2002.00
 JU3995  X           -   1,230,989.175 (meters)                     COMP
 JU3995  Y           -  -4,792,428.862 (meters)                     COMP
 JU3995  Z           -   4,011,138.601 (meters)                     COMP
 JU3995  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU3995  ELLIP HEIGHT-         -20.091 (meters)          (02/10/07) ADJUSTED
 JU3995  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU3995
 JU3995  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU3995  Type    PID    Designation                      North   East  Ellip
 JU3995  -------------------------------------------------------------------
 JU3995  NETWORK JU3995 CHESWOLD                          0.53   0.63   1.69
 JU3995  -------------------------------------------------------------------
 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 February 2007.
 JU3995
 JU3995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU3995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU3995.The horizontal coordinates are valid at the epoch date displayed above.
 JU3995.The epoch date for horizontal control is a decimal equivalence
 JU3995.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 NAVD 88 network.
 JU3995
 JU3995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3995
 JU3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3995
 JU3995.The ellipsoidal height was determined by GPS observations
 JU3995.and is referenced to NAD 83.
 JU3995
 JU3995.The geoid height was determined by GEOID03.
 JU3995
 JU3995;                    North         East     Units Scale Factor Converg.
 JU3995;SPC DE       -   135,293.089   184,654.352   MT  0.99999790   -0 06 44.5
 JU3995;SPC DE       -   443,874.08    605,820.15   sFT  0.99999790   -0 06 44.5
 JU3995;UTM  18      - 4,341,207.898   448,691.637   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|---------------------------------------------------------------------|
 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 2531242.2 |
 JU3995|---------------------------------------------------------------------|
 JU3995
 JU3995                          SUPERSEDED SURVEY CONTROL
 JU3995
 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)   14.3    (m)           47.     (f) GPS OBS     3  
 JU3995
 JU3995.Superseded values are not recommended for survey control.
 JU3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3995.See file dsdata.txt to determine how the superseded data were derived.
 JU3995
 JU3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4869241208(NAD 83)
 JU3995_MARKER: DD = SURVEY DISK
 JU3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3995_STAMPING: CHESWOLD 1986
 JU3995_MARK LOGO: NGS   
 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)
 JU3995'NORTH-NORTHWEST OF DOVER,
 JU3995'1.6 KM (1.0 MI) WEST OF CHESWOLD,
 JU3995'0.3 KM (0.2 MI) NORTH OF STATE HIGHWAY 42, AT THE DELAWARE AIRPARK,
 JU3995'IN THE GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE SINGLE
 JU3995'RUNWAY, AND
 JU3995'0.2 KM (0.1 MI) EAST OF THE ADMINISTRATION BUILDING.
 JU3995'OWNERSHIP--FLOYD DURHAM, RD 5 BOX 1000, DOVER DE 19901.
 JU3995'PHONE (302) 674-2666.
 JU3995'
 JU3995'TO REACH THE STATION FROM THE POST OFFICE IN CHESWOLD, GO
 JU3995'WEST FOR 0.9 KM (0.55 MI) ON STATE HIGHWAY 42 (MAIN STREET) TO A
 JU3995'PAVED SIDE ROAD ON THE RIGHT.
 JU3995'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE ROAD TO A GATE
 JU3995'ON THE EAST SIDE OF THE ADMINISTRATION BUILDING.  CONTINUE STRAIGHT
 JU3995'AHEAD AND GO NORTH FOR 60 METERS ACROSS THE PARKING RAMP TO THE
 JU3995'PARALLEL TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON
 JU3995'THE PARALLEL TAXIWAY TO
 JU3995'THE STATION ON THE LEFT.
 JU3995'
 JU3995'THE STATION IS A STANDARD NGS DISK
 JU3995'STAMPED---CHESWOLD 1986---,
 JU3995'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3995'24 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 JU3995'24.7 METERS (81.0 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 JU3995'11.5 METERS (37.7 FT) SOUTH FROM THE FOURTH WHITE RUNWAY LIGHT FROM
 JU3995'THE EAST END OF THE RUNWAY,
 JU3995'6.9 METERS (22.7 FT) NORTH FROM THE NORTH EDGE OF THE PARALLEL
 JU3995'TAXIWAY,
 JU3995'6.0 METERS (19.6 FT) NORTH FROM THE THIRD BLUE TAXIWAY LIGHT FROM
 JU3995'THE EAST END OF THE TAXIWAY, AND
 JU3995'0.6 METERS (2.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JU3995'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU3995'STAMPED---CHESWOLD 1986---,
 JU3995'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JU3995'
 JU3995'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 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 = MARCH  2, 2009
 JU3998 ***********************************************************************
 JU3998  SACS        -  This is a Secondary Airport Control Station.
 JU3998  DESIGNATION -  CHESWOLD AZ MK
 JU3998  PID         -  JU3998
 JU3998  STATE/COUNTY-  DE/KENT
 JU3998  USGS QUAD   -  DOVER (1993)
 JU3998
 JU3998                         *CURRENT SURVEY CONTROL
 JU3998  ___________________________________________________________________
 JU3998* NAD 83(2007)-  39 13 01.59289(N)    075 36 03.16989(W)     ADJUSTED  
 JU3998* NAVD 88     -        16.16   (meters)      53.0    (feet)  GPS OBS   
 JU3998  ___________________________________________________________________
 JU3998  EPOCH DATE  -        2002.00
 JU3998  X           -   1,230,471.166 (meters)                     COMP
 JU3998  Y           -  -4,792,674.556 (meters)                     COMP
 JU3998  Z           -   4,011,008.455 (meters)                     COMP
 JU3998  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3998  ELLIP HEIGHT-         -17.832 (meters)          (02/10/07) ADJUSTED
 JU3998  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU3998
 JU3998  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU3998  Type    PID    Designation                      North   East  Ellip
 JU3998  -------------------------------------------------------------------
 JU3998  NETWORK JU3998 CHESWOLD AZ MK                    0.63   0.71   1.80
 JU3998  -------------------------------------------------------------------
 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 February 2007.
 JU3998
 JU3998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU3998.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU3998.The horizontal coordinates are valid at the epoch date displayed above.
 JU3998.The epoch date for horizontal control is a decimal equivalence
 JU3998.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 NAVD 88 network.
 JU3998
 JU3998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3998
 JU3998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3998
 JU3998.The ellipsoidal height was determined by GPS observations
 JU3998.and is referenced to NAD 83.
 JU3998
 JU3998.The geoid height was determined by GEOID03.
 JU3998
 JU3998;                    North         East     Units Scale Factor Converg.
 JU3998;SPC DE       -   135,124.385   184,091.173   MT  0.99999811   -0 06 59.3
 JU3998;SPC DE       -   443,320.59    603,972.46   sFT  0.99999811   -0 06 59.3
 JU3998;UTM  18      - 4,341,041.846   448,127.894   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 26.7
 JU3998:UTM  18      -  CHESWOLD                                 073 35 15.1
 JU3998
 JU3998|---------------------------------------------------------------------|
 JU3998| PID    Reference Object                     Distance      Geod. Az  |
 JU3998|                                                           dddmmss.s |
 JU3998| JU3995 CHESWOLD                            APPROX. 0.6 KM 0731227.4 |
 JU3998|---------------------------------------------------------------------|
 JU3998
 JU3998                          SUPERSEDED SURVEY CONTROL
 JU3998
 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)   16.5    (m)           54.     (f) GPS OBS     3  
 JU3998
 JU3998.Superseded values are not recommended for survey control.
 JU3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3998.See file dsdata.txt to determine how the superseded data were derived.
 JU3998
 JU3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4812841042(NAD 83)
 JU3998_MARKER: DZ = AZIMUTH MARK DISK
 JU3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3998_STAMPING: CHESWOLD 1986
 JU3998_MARK LOGO: NGS   
 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
 JU3998                          STATION DESCRIPTION
 JU3998
 JU3998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JU3998'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 JU3998'NORTH-NORTHWEST OF DOVER,
 JU3998'1.6 KM (1.0 MI) WEST OF CHESWOLD,
 JU3998'0.3 KM (0.2 MI) NORTH OF STATE HIGHWAY 42, AT THE DELAWARE AIRPARK,
 JU3998'IN THE GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE SINGLE
 JU3998'RUNWAY,
 JU3998'0.5 KM (0.3 MI) WEST OF THE ADMINISTRATION BUILDING.
 JU3998'OWNERSHIP--FLOYD DURHAM, RD 5 BOX 1000, DOVER DEL 19901.
 JU3998'PHONE (302) 674-2666.
 JU3998'
 JU3998'TO REACH THE STATION FROM THE POST OFFICE IN CHESWOLD, GO
 JU3998'WEST FOR 0.9 KM (0.55 MI) ON STATE HIGHWAY 42 (MAIN STREET) TO A
 JU3998'PAVED SIDE ROAD ON THE RIGHT.
 JU3998'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD TO A
 JU3998'GATE ON THE EAST SIDE OF THE AIRPORT ADMINISTRATION BUILDING.
 JU3998'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 60 METERS (197 FT)
 JU3998'ACROSS THE PARKING RAMP TO THE PARALLEL TAXIWAY.
 JU3998'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) ON THE PARALLEL TAXIWAY
 JU3998'TO THE STATION ON THE RIGHT.
 JU3998'
 JU3998'THE STATION IS A STANDARD NGS DISK
 JU3998'STAMPED---CHESWOLD 1986---,
 JU3998'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3998'24 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 JU3998'21.2 METERS (69.7 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY,
 JU3998'19.4 METERS (63.5 FT) SOUTHEAST FROM A WHITE RUNWAY LIGHT,
 JU3998'15.9 METERS (52.3 FT) EAST-NORTHEAST FROM THE FIRST BLUE TAXIWAY
 JU3998'LIGHT FROM THE WEST END OF THE TAXIWAY,
 JU3998'5.9 METERS (19.4 FT) NORTH FROM THE NORTH EDGE OF THE PARALLEL
 JU3998'TAXIWAY, AND
 JU3998'0.7 METERS (2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JU3998'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU3998'STAMPED---CHESWOLD 1986---,
 JU3998'SET INTO AN IRREGULAR 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2120 ***********************************************************************
 JU2120  DESIGNATION -  CHRIS
 JU2120  PID         -  JU2120
 JU2120  STATE/COUNTY-  DE/NEW CASTLE
 JU2120  USGS QUAD   -  NEWARK EAST (1993)
 JU2120
 JU2120                         *CURRENT SURVEY CONTROL
 JU2120  ___________________________________________________________________
 JU2120* NAD 83(1991)-  39 40 08.76466(N)    075 40 18.31721(W)     ADJUSTED  
 JU2120* NAVD 88     -        24.040  (meters)      78.87   (feet)  ADJUSTED  
 JU2120  ___________________________________________________________________
 JU2120  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JU2120  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU2120  DYNAMIC HT  -          24.029 (meters)      78.84  (feet)  COMP
 JU2120  MODELED GRAV-     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
 JU2120.and adjusted in June 1991.
 JU2120
 JU2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2120
 JU2120.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000140  x   1.00000090  =   1.00000230
 JU2120!UTM  18      -   1.00000140  x   0.99964087  =   0.99964227
 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 (03/31/99)   24.04   (m)           78.9    (f) LEVELING    3  
 JU2120  NGVD 29 (??/??/??)   24.385  (m)           80.00   (f) ADJUSTED    2 0
 JU2120
 JU2120.Superseded values are not recommended for survey control.
 JU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2120.See file dsdata.txt to determine how the superseded data were derived.
 JU2120
 JU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4238391247(NAD 83)
 JU2120_MARKER: DE = TRAVERSE STATION DISK
 JU2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 AF8149 ***********************************************************************
 AF8149  DESIGNATION -  CHRIS 2 AZ MK
 AF8149  PID         -  AF8149
 AF8149  STATE/COUNTY-  DE/NEW CASTLE
 AF8149  USGS QUAD   -  BAY VIEW (1997)
 AF8149
 AF8149                         *CURRENT SURVEY CONTROL
 AF8149  ___________________________________________________________________
 AF8149* NAD 83(1991)-  39 39 58.72878(N)    075 39 43.72521(W)     ADJUSTED  
 AF8149* NAVD 88     -        11.86   (+/-2cm)      38.9    (feet)  VERTCON   
 AF8149  ___________________________________________________________________
 AF8149  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AF8149  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AF8149  HORZ ORDER  -  THIRD
 AF8149  VERT ORDER  -  THIRD ? (See Below)
 AF8149
 AF8149.The horizontal coordinates were established by classical geodetic methods
 AF8149.and adjusted by the National Geodetic Survey in March 1999.
 AF8149
 AF8149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8149.The vertical order pertains to the NGVD 29 superseded value.
 AF8149
 AF8149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8149
 AF8149.The geoid height was determined by GEOID03.
 AF8149
 AF8149;                    North         East     Units Scale Factor Converg.
 AF8149;SPC DE       -   185,009.206   178,935.996   MT  1.00000046   -0 09 24.1
 AF8149;SPC DE       -   606,984.37    587,059.18   sFT  1.00000046   -0 09 24.1
 AF8149;UTM  18      - 4,390,931.842   443,205.033   MT  0.99963971   -0 25 21.6
 AF8149
 AF8149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8149!SPC DE       -   1.00000332  x   1.00000046  =   1.00000378
 AF8149!UTM  18      -   1.00000332  x   0.99963971  =   0.99964302
 AF8149
 AF8149:                Primary Azimuth Mark                     Grid Az
 AF8149:SPC DE       -  CHRIS 2                                  290 33 10.9
 AF8149:UTM  18      -  CHRIS 2                                  290 49 08.4
 AF8149
 AF8149|---------------------------------------------------------------------|
 AF8149| PID    Reference Object                     Distance      Geod. Az  |
 AF8149|                                                           dddmmss.s |
 AF8149| JU1683 CHRIS 2                             430.185 METERS 2902346.8 |
 AF8149| JU2120 CHRIS                               APPROX. 0.9 KM 2903445.1 |
 AF8149| JU2122 CHRIS AZ MK                         486.175 METERS 2915244.0 |
 AF8149|---------------------------------------------------------------------|
 AF8149
 AF8149                          SUPERSEDED SURVEY CONTROL
 AF8149
 AF8149  NGVD 29 (03/31/99)   12.18   (m)           40.0    (f) LEVELING    3  
 AF8149
 AF8149.Superseded values are not recommended for survey control.
 AF8149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8149.See file dsdata.txt to determine how the superseded data were derived.
 AF8149
 AF8149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4320590932(NAD 83)
 AF8149_MARKER: DZ = AZIMUTH MARK DISK
 AF8149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8149_SP_SET: CURB
 AF8149_STAMPING: CHRIS 2 1962
 AF8149_MARK LOGO: CGS   
 AF8149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8149
 AF8149  HISTORY     - Date     Condition        Report By
 AF8149  HISTORY     - 1962     MONUMENTED       CGS
 AF8149  HISTORY     - 19820615 GOOD             NGS
 AF8149  HISTORY     - 20030809 GOOD             GEOCAC
 AF8149
 AF8149                          STATION DESCRIPTION
 AF8149
 AF8149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF8149'THE STATION IS LOCATED 8-1/2 KM EAST FROM THE CENTER OF NEWARK AND IN
 AF8149'THE WEST PART OF CHRISTIANA.  OWNERSHIP--ROAD OF RIGHT-OF-WAY.  TO
 AF8149'REACH FROM THE INTERSECTION OF STATE HIGHWAY 7 AND 273 (MAIN STREET
 AF8149'AND OLD BALTIMORE PIKE) AT THE FIRE STATION IN CHRISTIANA, GO
 AF8149'WEST-NORTHWEST ON STATE HIGHWAY 273 (MAIN STREET) FOR 0.25 KM (0.15
 AF8149'MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD CGS AZIMUTH
 AF8149'DISK STAMPED ---CHRIS 2 1962 -- -.  CEMENTED IN A DRILL HOLE IN THE
 AF8149'NORTH CURB ALONG STATE HIGHWAY 273.  IT IS 28.9 METERS (94.8 FT)
 AF8149'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 27 MAIN STREET, 21.4
 AF8149'METERS (70.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A METHODIST
 AF8149'CHURCH AND 6.1 METERS (20.0 FT) NORTH FROM THE CENTER OF STATE HIGHWAY
 AF8149'273.
 AF8149
 AF8149                          STATION RECOVERY (2003)
 AF8149
 AF8149'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AF8149'DISK IS IN CURB ALONG MAIN STREET, WHICH IS NO LONGER DESIGNATED AS
 AF8149'ROUTE 273. MARK IS IN FRONT OF (SOUTH OF) METHODIST CHURCH PARKING
 AF8149'LOT, WHICH IS WEST OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1684 ***********************************************************************
 JU1684  DESIGNATION -  CHRIS 2 RM 3
 JU1684  PID         -  JU1684
 JU1684  STATE/COUNTY-  DE/NEW CASTLE
 JU1684  USGS QUAD   -  BAY VIEW (1997)
 JU1684
 JU1684                         *CURRENT SURVEY CONTROL
 JU1684  ___________________________________________________________________
 JU1684* NAD 83(1991)-  39 40 03.95658(N)    075 40 00.42821(W)     ADJUSTED  
 JU1684* NAVD 88     -        17.71   (meters)      58.1    (feet)  RESET     
 JU1684  ___________________________________________________________________
 JU1684  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JU1684  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 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.No vertical observational check was made to the station.
 JU1684
 JU1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1684
 JU1684.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1684
 JU1684  NGVD 29 (??/??/??)   18.05   (m)           59.2    (f) RESET       3  
 JU1684
 JU1684.Superseded values are not recommended for survey control.
 JU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1684.See file dsdata.txt to determine how the superseded data were derived.
 JU1684
 JU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4280891096(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4293 ***********************************************************************
 JU4293  DESIGNATION -  CHRIS 3
 JU4293  PID         -  JU4293
 JU4293  STATE/COUNTY-  DE/NEW CASTLE
 JU4293  USGS QUAD   -  NEWARK EAST (1993)
 JU4293
 JU4293                         *CURRENT SURVEY CONTROL
 JU4293  ___________________________________________________________________
 JU4293* NAD 83(1991)-  39 40 04.58427(N)    075 40 01.91307(W)     ADJUSTED  
 JU4293* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 JU4293  ___________________________________________________________________
 JU4293  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU4293  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU4293
 JU4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4293
 JU4293.The geoid height was determined by GEOID03.
 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  =   0.99964247
 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|---------------------------------------------------------------------|
 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 (03/31/99)   19.57   (m)           64.2    (f) LEVELING    3  
 JU4293
 JU4293.Superseded values are not recommended for survey control.
 JU4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4293.See file dsdata.txt to determine how the superseded data were derived.
 JU4293
 JU4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4277391116(NAD 83)
 JU4293_MARKER: DS = TRIANGULATION STATION DISK
 JU4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4293_SP_SET: CONCRETE POST
 JU4293_STAMPING: CHRIS 3 1982
 JU4293_MARK LOGO: NGS   
 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 - May 16, 2006
 JU4293
 JU4293  HISTORY     - Date     Condition        Report By
 JU4293  HISTORY     - 1982     MONUMENTED       NGS
 JU4293  HISTORY     - 19840615 GOOD             NGS
 JU4293  HISTORY     - 20060516 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4294 ***********************************************************************
 JU4294  DESIGNATION -  CHRIS 3 RM 5
 JU4294  PID         -  JU4294
 JU4294  STATE/COUNTY-  DE/NEW CASTLE
 JU4294  USGS QUAD   -  NEWARK EAST (1993)
 JU4294
 JU4294                         *CURRENT SURVEY CONTROL
 JU4294  ___________________________________________________________________
 JU4294* NAD 83(1991)-  39 40 05.40814(N)    075 40 01.94636(W)     ADJUSTED  
 JU4294* NAVD 88     -        20.94   (+/-2cm)      68.7    (feet)  VERTCON   
 JU4294  ___________________________________________________________________
 JU4294  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU4294  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU4294
 JU4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4294
 JU4294.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU4294
 JU4294  NGVD 29 (03/31/99)   21.26   (m)           69.8    (f) LEVELING    3  
 JU4294
 JU4294.Superseded values are not recommended for survey control.
 JU4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4294.See file dsdata.txt to determine how the superseded data were derived.
 JU4294
 JU4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4277291141(NAD 83)
 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
 JU4294  HISTORY     - Date     Condition        Report By
 JU4294  HISTORY     - 1982     MONUMENTED       NGS
 JU4294  HISTORY     - 19821231 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2519 ***********************************************************************
 JU2519  DESIGNATION -  CHRISTINA
 JU2519  PID         -  JU2519
 JU2519  STATE/COUNTY-  DE/NEW CASTLE
 JU2519  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2519
 JU2519                         *CURRENT SURVEY CONTROL
 JU2519  ___________________________________________________________________
 JU2519* NAD 83(1991)-  39 44 11.56313(N)    075 32 18.61450(W)     ADJUSTED  
 JU2519* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 JU2519  ___________________________________________________________________
 JU2519  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JU2519  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2519
 JU2519.The geoid height was determined by GEOID03.
 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       -   1.00000488  x   0.99999634  =   1.00000122
 JU2519!SPC NJ       -   1.00000488  x   0.99999752  =   1.00000240
 JU2519!UTM  18      -   1.00000488  x   0.99962621  =   0.99963109
 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    3  
 JU2519
 JU2519.Superseded values are not recommended for survey control.
 JU2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2519.See file dsdata.txt to determine how the superseded data were derived.
 JU2519
 JU2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5385798656(NAD 83)
 JU2519_MARKER: DD = SURVEY DISK
 JU2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3688 ***********************************************************************
 JU3688  DESIGNATION -  CHRISTINA RIVER N ENT LIGHT
 JU3688  PID         -  JU3688
 JU3688  STATE/COUNTY-  DE/NEW CASTLE
 JU3688  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3688
 JU3688                         *CURRENT SURVEY CONTROL
 JU3688  ___________________________________________________________________
 JU3688* NAD 83(1991)-  39 43 08.82214(N)    075 30 37.15214(W)     ADJUSTED  
 JU3688* NAVD 88     -              **(meters)            **(feet)            
 JU3688  ___________________________________________________________________
 JU3688  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU3688  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 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
 JU3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3688
 JU3688.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3688
 JU3688  NAD 83(1986)-  39 43 08.81863(N)    075 30 37.15667(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3688.See file dsdata.txt to determine how the superseded data were derived.
 JU3688
 JU3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5626196707(NAD 83)
 JU3688_MARKER: 14 = NAVIGATION LIGHT
 JU3688_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2520 ***********************************************************************
 JU2520  DESIGNATION -  CHRISTINA RIVER SOUTH JETTY LT
 JU2520  PID         -  JU2520
 JU2520  STATE/COUNTY-  DE/NEW CASTLE
 JU2520  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2520
 JU2520                         *CURRENT SURVEY CONTROL
 JU2520  ___________________________________________________________________
 JU2520* NAD 83(1991)-  39 42 54.91677(N)    075 30 44.94981(W)     ADJUSTED  
 JU2520* NAVD 88     -              **(meters)            **(feet)            
 JU2520  ___________________________________________________________________
 JU2520  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU2520  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 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
 JU2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2520
 JU2520.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2520
 JU2520  NAD 83(1986)-  39 42 54.91270(N)    075 30 44.95452(W) AD(       ) 4
 JU2520
 JU2520.Superseded values are not recommended for survey control.
 JU2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2520.See file dsdata.txt to determine how the superseded data were derived.
 JU2520
 JU2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5607396280(NAD 83)
 JU2520_MARKER: 14 = NAVIGATION LIGHT
 JU2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2520
 JU2520  HISTORY     - Date     Condition        Report By
 JU2520  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2520  HISTORY     - 19970831 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1693 ***********************************************************************
 JU1693  DESIGNATION -  CHURCH
 JU1693  PID         -  JU1693
 JU1693  STATE/COUNTY-  DE/NEW CASTLE
 JU1693  USGS QUAD   -  NEWARK EAST (1993)
 JU1693
 JU1693                         *CURRENT SURVEY CONTROL
 JU1693  ___________________________________________________________________
 JU1693* NAD 83(1991)-  39 41 16.20662(N)    075 38 54.63287(W)     ADJUSTED  
 JU1693* NAVD 88     -        26.470  (meters)      86.84   (feet)  ADJUSTED  
 JU1693  ___________________________________________________________________
 JU1693  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JU1693  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1693  DYNAMIC HT  -          26.458 (meters)      86.80  (feet)  COMP
 JU1693  MODELED GRAV-     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
 JU1693.and adjusted in June 1991.
 JU1693
 JU1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1693
 JU1693.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 (??/??/??)   26.817  (m)           87.98   (f) ADJUSTED    2 0
 JU1693
 JU1693.Superseded values are not recommended for survey control.
 JU1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1693.See file dsdata.txt to determine how the superseded data were derived.
 JU1693
 JU1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4439293312(NAD 83)
 JU1693_MARKER: DS = TRIANGULATION STATION DISK
 JU1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1693_STAMPING: CHURCH 1958
 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 = MARCH  2, 2009
 JU1695 ***********************************************************************
 JU1695  DESIGNATION -  CHURCH AZ MK
 JU1695  PID         -  JU1695
 JU1695  STATE/COUNTY-  DE/NEW CASTLE
 JU1695  USGS QUAD   -  NEWARK EAST (1993)
 JU1695
 JU1695                         *CURRENT SURVEY CONTROL
 JU1695  ___________________________________________________________________
 JU1695* NAD 83(1986)-  39 41 14.     (N)    075 38 37.     (W)     SCALED    
 JU1695* NAVD 88     -        26.990  (meters)      88.55   (feet)  ADJUSTED  
 JU1695  ___________________________________________________________________
 JU1695  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1695  DYNAMIC HT  -          26.977 (meters)      88.51  (feet)  COMP
 JU1695  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 JU1695
 JU1695  VERT ORDER  -  SECOND    CLASS 0
 JU1695
 JU1695.The horizontal coordinates were scaled from a topographic map and have
 JU1695.an estimated accuracy of +/- 6 seconds.
 JU1695
 JU1695.The orthometric height was determined by differential leveling
 JU1695.and adjusted in June 1991.
 JU1695
 JU1695.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1695
 JU1695  NGVD 29 (??/??/??)   27.336  (m)           89.68   (f) ADJUSTED    2 0
 JU1695
 JU1695.Superseded values are not recommended for survey control.
 JU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1695.See file dsdata.txt to determine how the superseded data were derived.
 JU1695
 JU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ448932(NAD 83)
 JU1695_MARKER: DZ = AZIMUTH MARK DISK
 JU1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1695_STAMPING: CHURCH 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1694 ***********************************************************************
 JU1694  DESIGNATION -  CHURCH RM 1
 JU1694  PID         -  JU1694
 JU1694  STATE/COUNTY-  DE/NEW CASTLE
 JU1694  USGS QUAD   -  NEWARK EAST (1993)
 JU1694
 JU1694                         *CURRENT SURVEY CONTROL
 JU1694  ___________________________________________________________________
 JU1694* NAD 83(1986)-  39 41 15.     (N)    075 38 54.     (W)     SCALED    
 JU1694* NAVD 88     -        26.577  (meters)      87.19   (feet)  ADJUSTED  
 JU1694  ___________________________________________________________________
 JU1694  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1694  DYNAMIC HT  -          26.565 (meters)      87.16  (feet)  COMP
 JU1694  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 JU1694
 JU1694  VERT ORDER  -  SECOND    CLASS 0
 JU1694
 JU1694.The horizontal coordinates were scaled from a topographic map and have
 JU1694.an estimated accuracy of +/- 6 seconds.
 JU1694
 JU1694.The orthometric height was determined by differential leveling
 JU1694.and adjusted in June 1991.
 JU1694
 JU1694.The geoid height was determined by GEOID03.
 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       -   187,360.      180,130.      MT  (+/- 180 meters Scaled)
 JU1694
 JU1694                          SUPERSEDED SURVEY CONTROL
 JU1694
 JU1694  NGVD 29 (??/??/??)   26.924  (m)           88.33   (f) ADJUSTED    2 0
 JU1694
 JU1694.Superseded values are not recommended for survey control.
 JU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1694.See file dsdata.txt to determine how the superseded data were derived.
 JU1694
 JU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ444932(NAD 83)
 JU1694_MARKER: DR = REFERENCE MARK DISK
 JU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1694_STAMPING: CHURCH NO 1 1958
 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 = MARCH  2, 2009
 JU1692 ***********************************************************************
 JU1692  DESIGNATION -  CHURCH RM 2
 JU1692  PID         -  JU1692
 JU1692  STATE/COUNTY-  DE/NEW CASTLE
 JU1692  USGS QUAD   -  NEWARK EAST (1993)
 JU1692
 JU1692                         *CURRENT SURVEY CONTROL
 JU1692  ___________________________________________________________________
 JU1692* NAD 83(1986)-  39 41 15.     (N)    075 38 54.     (W)     SCALED    
 JU1692* NAVD 88     -        26.102  (meters)      85.64   (feet)  ADJUSTED  
 JU1692  ___________________________________________________________________
 JU1692  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1692  DYNAMIC HT  -          26.090 (meters)      85.60  (feet)  COMP
 JU1692  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 JU1692
 JU1692  VERT ORDER  -  SECOND    CLASS 0
 JU1692
 JU1692.The horizontal coordinates were scaled from a topographic map and have
 JU1692.an estimated accuracy of +/- 6 seconds.
 JU1692
 JU1692.The orthometric height was determined by differential leveling
 JU1692.and adjusted in June 1991.
 JU1692
 JU1692.The geoid height was determined by GEOID03.
 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       -   187,360.      180,130.      MT  (+/- 180 meters Scaled)
 JU1692
 JU1692                          SUPERSEDED SURVEY CONTROL
 JU1692
 JU1692  NGVD 29 (??/??/??)   26.449  (m)           86.77   (f) ADJUSTED    2 0
 JU1692
 JU1692.Superseded values are not recommended for survey control.
 JU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1692.See file dsdata.txt to determine how the superseded data were derived.
 JU1692
 JU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ444932(NAD 83)
 JU1692_MARKER: DR = REFERENCE MARK DISK
 JU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1692_STAMPING: CHURCH NO 2 1958
 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 = MARCH  2, 2009
 JU3324 ***********************************************************************
 JU3324  DESIGNATION -  CLAYMONT GENERAL CHEM LOW STK
 JU3324  PID         -  JU3324
 JU3324  STATE/COUNTY-  DE/NEW CASTLE
 JU3324  USGS QUAD   -  MARCUS HOOK (1993)
 JU3324
 JU3324                         *CURRENT SURVEY CONTROL
 JU3324  ___________________________________________________________________
 JU3324* NAD 83(1991)-  39 48 19.40187(N)    075 25 58.28712(W)     ADJUSTED  
 JU3324* NAVD 88     -              **(meters)            **(feet)            
 JU3324  ___________________________________________________________________
 JU3324  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JU3324  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3324  HORZ ORDER  -  THIRD
 JU3324
 JU3324.The horizontal coordinates were established by classical geodetic methods
 JU3324.and adjusted by the National Geodetic Survey in January 1992.
 JU3324
 JU3324
 JU3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3324
 JU3324.The geoid height was determined by GEOID03.
 JU3324
 JU3324;                    North         East     Units Scale Factor Converg.
 JU3324;SPC DE       -   200,421.983   198,613.489   MT  0.99999502   -0 00 37.3
 JU3324;SPC DE       -   657,551.12    651,617.76   sFT  0.99999502   -0 00 37.3
 JU3324;SPC NJ       -   108,324.728    70,121.359   MT  0.99997853   -0 35 50.0
 JU3324;SPC NJ       -   355,395.38    230,056.49   sFT  0.99997853   -0 35 50.0
 JU3324;SPC PA S     -    55,017.995   798,411.999   MT  1.00002247   +1 30 12.0
 JU3324;SPC PA S     -   180,504.87  2,619,456.70   sFT  1.00002247   +1 30 12.0
 JU3324;UTM  18      - 4,406,247.314   462,946.669   MT  0.99961690   -0 16 37.6
 JU3324
 JU3324                          SUPERSEDED SURVEY CONTROL
 JU3324
 JU3324  NAD 83(1986)-  39 48 19.39775(N)    075 25 58.29036(W) AD(       ) 4
 JU3324  NAD 27      -  39 48 18.98500(N)    075 25 59.58300(W) AD(       ) 3
 JU3324
 JU3324.Superseded values are not recommended for survey control.
 JU3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3324.See file dsdata.txt to determine how the superseded data were derived.
 JU3324
 JU3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6294706247(NAD 83)
 JU3324_MARKER: 63 = STACK
 JU3324
 JU3324  HISTORY     - Date     Condition        Report By
 JU3324  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3324  HISTORY     - 1946     GOOD             CGS
 JU3324  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU3324
 JU3324                          STATION DESCRIPTION
 JU3324
 JU3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3324'THIS STATION IS THE CENTER OF THE MOST SOUTHEASTERLY OF FOUR
 JU3324'STACKS AT THE PLANT OF THE GENERAL CHEMICAL COMPANY JUST N OF
 JU3324'THE MOUTH OF NAANAN CREEK AND S OF THE STATE LINE BETWEEN
 JU3324'U.S. HIGHWAY 13 AND THE DELAWARE RIVER.  THE STACK IS AT THE SE
 JU3324'CORNER OF THE PLANT.  IT IS ABOUT 175 FEET HIGH AND LARGER IN
 JU3324'DIAMETER THAN THE TALLEST STACK.  IT IS SIMILAR IN APPEARANCE
 JU3324'TO TWO STACKS N OF THE TALLEST STACK AT THE PLANT.
 JU3324
 JU3324                          STATION RECOVERY (1946)
 JU3324
 JU3324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3324'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE.
 JU3324
 JU3324                          STATION RECOVERY (1999)
 JU3324
 JU3324'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU3324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3336 ***********************************************************************
 JU3336  DESIGNATION -  CLAYMONT GENERAL CHEM TALL STK
 JU3336  PID         -  JU3336
 JU3336  STATE/COUNTY-  DE/NEW CASTLE
 JU3336  USGS QUAD   -  MARCUS HOOK (1993)
 JU3336
 JU3336                         *CURRENT SURVEY CONTROL
 JU3336  ___________________________________________________________________
 JU3336* NAD 83(1991)-  39 48 29.91009(N)    075 26 00.22975(W)     ADJUSTED  
 JU3336* NAVD 88     -              **(meters)            **(feet)            
 JU3336  ___________________________________________________________________
 JU3336  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JU3336  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3336  HORZ ORDER  -  THIRD
 JU3336
 JU3336.The horizontal coordinates were established by classical geodetic methods
 JU3336.and adjusted by the National Geodetic Survey in January 1992.
 JU3336
 JU3336
 JU3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3336
 JU3336.The geoid height was determined by GEOID03.
 JU3336
 JU3336;                    North         East     Units Scale Factor Converg.
 JU3336;SPC DE       -   200,746.083   198,567.339   MT  0.99999503   -0 00 38.6
 JU3336;SPC DE       -   658,614.44    651,466.34   sFT  0.99999503   -0 00 38.6
 JU3336;SPC NJ       -   108,649.279    70,078.532   MT  0.99997861   -0 35 51.4
 JU3336;SPC NJ       -   356,460.18    229,915.98   sFT  0.99997861   -0 35 51.4
 JU3336;SPC PA S     -    55,340.772   798,357.302   MT  1.00002190   +1 30 10.8
 JU3336;SPC PA S     -   181,563.85  2,619,277.25   sFT  1.00002190   +1 30 10.8
 JU3336;UTM  18      - 4,406,571.503   462,902.046   MT  0.99961694   -0 16 38.9
 JU3336
 JU3336                          SUPERSEDED SURVEY CONTROL
 JU3336
 JU3336  NAD 83(1986)-  39 48 29.90568(N)    075 26 00.23251(W) AD(       ) 4
 JU3336  NAD 27      -  39 48 29.50200(N)    075 26 01.54400(W) AD(       ) 3
 JU3336
 JU3336.Superseded values are not recommended for survey control.
 JU3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3336.See file dsdata.txt to determine how the superseded data were derived.
 JU3336
 JU3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6290206572(NAD 83)
 JU3336_MARKER: 63 = STACK
 JU3336
 JU3336  HISTORY     - Date     Condition        Report By
 JU3336  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3336  HISTORY     - 1946     GOOD             CGS
 JU3336  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU3336
 JU3336                          STATION DESCRIPTION
 JU3336
 JU3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3336'THIS STATION IS THE CENTER OF THE TALLEST OF SEVERAL STACKS AT THE
 JU3336'PLANT OF THE GENERAL CHEMICAL COMPANY JUST N OF THE MOUTH OF
 JU3336'NAANAN CREEK BETWEEN U.S. HIGHWAY 13 AND DELAWARE RIVER, JUST S
 JU3336'OF THE STATE LINE.  THE STACK IS NEAR THE CENTER OF THE PLANT.  IT
 JU3336'IS ABOUT 150 FEET HIGH AND APPEARS SOMEWHAT POINTED BECAUSE OF
 JU3336'THE LARGE AMOUNT OF BATTER.  IT HAS FOUR BLACK RINGS NEAR THE
 JU3336'TOP.
 JU3336
 JU3336                          STATION RECOVERY (1946)
 JU3336
 JU3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3336'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3336'ADEQUATE.
 JU3336
 JU3336                          STATION RECOVERY (1999)
 JU3336
 JU3336'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU3336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3335 ***********************************************************************
 JU3335  DESIGNATION -  CLAYMONT WORTH STEEL NW STACK
 JU3335  PID         -  JU3335
 JU3335  STATE/COUNTY-  DE/NEW CASTLE
 JU3335  USGS QUAD   -  MARCUS HOOK (1993)
 JU3335
 JU3335                         *CURRENT SURVEY CONTROL
 JU3335  ___________________________________________________________________
 JU3335* NAD 83(1991)-  39 48 31.26628(N)    075 26 39.74325(W)     ADJUSTED  
 JU3335* NAVD 88     -              **(meters)            **(feet)            
 JU3335  ___________________________________________________________________
 JU3335  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JU3335  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3335  HORZ ORDER  -  THIRD
 JU3335
 JU3335.The horizontal coordinates were established by classical geodetic methods
 JU3335.and adjusted by the National Geodetic Survey in January 1992.
 JU3335
 JU3335
 JU3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3335
 JU3335.The geoid height was determined by GEOID03.
 JU3335
 JU3335;                    North         East     Units Scale Factor Converg.
 JU3335;SPC DE       -   200,788.144   197,627.461   MT  0.99999507   -0 01 03.9
 JU3335;SPC DE       -   658,752.44    648,382.76   sFT  0.99999507   -0 01 03.9
 JU3335;SPC NJ       -   108,700.964    69,139.148   MT  0.99998047   -0 36 16.7
 JU3335;SPC NJ       -   356,629.75    226,834.02   sFT  0.99998047   -0 36 16.7
 JU3335;SPC PA S     -    55,357.991   797,416.615   MT  1.00002183   +1 29 45.1
 JU3335;SPC PA S     -   181,620.34  2,616,191.01   sFT  1.00002183   +1 29 45.1
 JU3335;UTM  18      - 4,406,617.922   461,962.728   MT  0.99961781   -0 17 04.2
 JU3335
 JU3335                          SUPERSEDED SURVEY CONTROL
 JU3335
 JU3335  NAD 83(1986)-  39 48 31.26292(N)    075 26 39.74725(W) AD(       ) 4
 JU3335  NAD 27      -  39 48 30.85000(N)    075 26 41.04000(W) AD(       ) 3
 JU3335
 JU3335.Superseded values are not recommended for survey control.
 JU3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3335.See file dsdata.txt to determine how the superseded data were derived.
 JU3335
 JU3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6196306618(NAD 83)
 JU3335_MARKER: 63 = STACK
 JU3335
 JU3335  HISTORY     - Date     Condition        Report By
 JU3335  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3335  HISTORY     - 1946     GOOD             CGS
 JU3335  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU3335
 JU3335                          STATION DESCRIPTION
 JU3335
 JU3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3335'THIS STATION IS THE MOST NORTHWESTERLY OF TWO STACKS AT THE PLANT
 JU3335'OF THE WORTH STEEL COMPANY ABOUT 100 YARDS S OF NAANAN CREEK
 JU3335'BETWEEN U.S. HIGHWAY 13 AND PENNSYLVANIA RAILROAD.  THE STACK IS
 JU3335'ABOUT 100 FEET SE OF U.S. HIGHWAY 13.  IT IS A YELLOW-BRICK
 JU3335'STACK ABOUT 125 FEET HIGH AND HAS LETTERS WORTH INLAYED WITH
 JU3335'BLACK BRICK ON THREE SIDES.
 JU3335
 JU3335                          STATION RECOVERY (1946)
 JU3335
 JU3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3335'STATION RECOVERED IN GOOD CONDITION.
 JU3335
 JU3335                          STATION RECOVERY (1999)
 JU3335
 JU3335'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU3335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF8150 ***********************************************************************
 AF8150  DESIGNATION -  COD AZ MK
 AF8150  PID         -  AF8150
 AF8150  STATE/COUNTY-  DE/SUSSEX
 AF8150  USGS QUAD   -  SHARPTOWN (1992)
 AF8150
 AF8150                         *CURRENT SURVEY CONTROL
 AF8150  ___________________________________________________________________
 AF8150* NAD 83(1991)-  38 32 41.65128(N)    075 42 00.95019(W)     ADJUSTED  
 AF8150* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 AF8150  ___________________________________________________________________
 AF8150  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AF8150  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8150
 AF8150.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF8150
 AF8150  NGVD 29 (03/31/99)    5.7    (m)           19.     (f) VERT ANG    3  
 AF8150
 AF8150.Superseded values are not recommended for survey control.
 AF8150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8150.See file dsdata.txt to determine how the superseded data were derived.
 AF8150
 AF8150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3897666508(NAD 83)
 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 = MARCH  2, 2009
 JU4243 ***********************************************************************
 JU4243  DESIGNATION -  COLDWELL AZ MK
 JU4243  PID         -  JU4243
 JU4243  STATE/COUNTY-  DE/NEW CASTLE
 JU4243  USGS QUAD   -  MILLINGTON (1993)
 JU4243
 JU4243                         *CURRENT SURVEY CONTROL
 JU4243  ___________________________________________________________________
 JU4243* NAD 83(1991)-  39 22 16.32928(N)    075 45 57.28257(W)     ADJUSTED  
 JU4243* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 JU4243  ___________________________________________________________________
 JU4243  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JU4243  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU4243  HORZ ORDER  -  THIRD
 JU4243
 JU4243.The horizontal coordinates were established by classical geodetic methods
 JU4243.and adjusted by the National Geodetic Survey in January 1992.
 JU4243
 JU4243.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4243
 JU4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4243
 JU4243.The geoid height was determined by GEOID03.
 JU4243
 JU4243;                    North         East     Units Scale Factor Converg.
 JU4243;SPC DE       -   152,273.937   169,904.977   MT  1.00000615   -0 13 17.6
 JU4243;SPC DE       -   499,585.41    557,429.91   sFT  1.00000615   -0 13 17.6
 JU4243;SPC MD       -   189,934.150   506,339.183   MT  0.99998717   +0 46 28.4
 JU4243;SPC MD       -   623,142.29  1,661,214.47   sFT  0.99998717   +0 46 28.4
 JU4243;UTM  18      - 4,358,250.377   434,025.895   MT  0.99965359   -0 29 09.1
 JU4243
 JU4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4243!SPC DE       -   1.00000171  x   1.00000615  =   1.00000786
 JU4243!SPC MD       -   1.00000171  x   0.99998717  =   0.99998888
 JU4243!UTM  18      -   1.00000171  x   0.99965359  =   0.99965530
 JU4243
 JU4243                          SUPERSEDED SURVEY CONTROL
 JU4243
 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    3  
 JU4243
 JU4243.Superseded values are not recommended for survey control.
 JU4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4243.See file dsdata.txt to determine how the superseded data were derived.
 JU4243
 JU4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3402658250(NAD 83)
 JU4243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 JU4243+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 JU4243
 JU4243  HISTORY     - Date     Condition        Report By
 JU4243  HISTORY     - UNK      MONUMENTED
 JU4243  HISTORY     - 1987     GOOD             NGS
 JU4243  HISTORY     - 20041012 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1100 ***********************************************************************
 JU1100  DESIGNATION -  COLLEGE
 JU1100  PID         -  JU1100
 JU1100  STATE/COUNTY-  DE/KENT
 JU1100  USGS QUAD   -  DOVER (1993)
 JU1100
 JU1100                         *CURRENT SURVEY CONTROL
 JU1100  ___________________________________________________________________
 JU1100* NAD 83(1991)-  39 11 05.95227(N)    075 32 41.93455(W)     ADJUSTED  
 JU1100* NAVD 88     -         8.921  (meters)      29.27   (feet)  ADJUSTED  
 JU1100  ___________________________________________________________________
 JU1100  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU1100  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU1100  DYNAMIC HT  -           8.916 (meters)      29.25  (feet)  COMP
 JU1100  MODELED GRAV-     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
 JU1100.and adjusted in June 1991.
 JU1100
 JU1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1100
 JU1100.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000397  x   0.99999651  =   1.00000048
 JU1100!UTM  18      -   1.00000397  x   0.99962728  =   0.99963125
 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 (03/31/99)    8.92   (m)           29.3    (f) LEVELING    3  
 JU1100  NGVD 29 (??/??/??)    9.159  (m)           30.05   (f) ADJUSTED    1 1
 JU1100
 JU1100.Superseded values are not recommended for survey control.
 JU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1100.See file dsdata.txt to determine how the superseded data were derived.
 JU1100
 JU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5293237447(NAD 83)
 JU1100_MARKER: DS = TRIANGULATION STATION DISK
 JU1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1100_SP_SET: CONCRETE PAD
 JU1100_STAMPING: COLLEGE 1932
 JU1100_MARK LOGO: CGS   
 JU1100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - August 28, 2002
 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
 JU1100                          STATION DESCRIPTION
 JU1100
 JU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU1100'LOCATED ON THE GROUNDS OF THE DELAWARE STATE COLORED 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'CHANGE DESCRIPTION: THE MARK IS LOCATED JUST SOUTH AND BEHIND
 JU1100'LOCKERMAN HALL -NOT LORE HALL-THE WATER TOWER IS THE ORIGINAL ONE AND
 JU1100'ONLY THE FOOTINGS ARE 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AI3262 ***********************************************************************
 AI3262  DESIGNATION -  COLLEGE AZ MK 2
 AI3262  PID         -  AI3262
 AI3262  STATE/COUNTY-  DE/KENT
 AI3262  USGS QUAD   -  DOVER (1993)
 AI3262
 AI3262                         *CURRENT SURVEY CONTROL
 AI3262  ___________________________________________________________________
 AI3262* NAD 83(1991)-  39 10 59.66888(N)    075 32 28.50502(W)     ADJUSTED  
 AI3262* NAVD 88     -         8.0    (meters)      26.     (feet)  VERT ANG  
 AI3262  ___________________________________________________________________
 AI3262  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AI3262  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3262
 AI3262.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AI3262
 AI3262.No superseded survey control is available for this station.
 AI3262
 AI3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5325337251(NAD 83)
 AI3262_MARKER: Z = SEE DESCRIPTION
 AI3262_SETTING: 0 = UNSPECIFIED SETTING
 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
 AI3262  HISTORY     - Date     Condition        Report By
 AI3262  HISTORY     - 1981     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2465 ***********************************************************************
 JU2465  DESIGNATION -  COLLEGE RM 1 RESET 1981
 JU2465  PID         -  JU2465
 JU2465  STATE/COUNTY-  DE/KENT
 JU2465  USGS QUAD   -  DOVER (1993)
 JU2465
 JU2465                         *CURRENT SURVEY CONTROL
 JU2465  ___________________________________________________________________
 JU2465* NAD 83(1986)-  39 11 18.     (N)    075 32 22.     (W)     SCALED    
 JU2465* NAVD 88     -        10.26   (+/-2cm)      33.7    (feet)  VERTCON   
 JU2465  ___________________________________________________________________
 JU2465  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2465  VERT ORDER  -  THIRD (See Below)
 JU2465
 JU2465.The horizontal coordinates were scaled from a topographic map and have
 JU2465.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2465
 JU2465.The geoid height was determined by GEOID03.
 JU2465
 JU2465;                    North         East    Units  Estimated Accuracy
 JU2465;SPC DE       -   131,920.      189,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2465.See file dsdata.txt to determine how the superseded data were derived.
 JU2465
 JU2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ534378(NAD 83)
 JU2465_MARKER: DR = REFERENCE MARK DISK
 JU2465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2465_SP_SET: POLE BASE
 JU2465_STAMPING: COLLEGE NO 1 RESET 1981
 JU2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2465
 JU2465  HISTORY     - Date     Condition        Report By
 JU2465  HISTORY     - 1981     MONUMENTED       NGS
 JU2465  HISTORY     - 2000720  GOOD             DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1099 ***********************************************************************
 JU1099  DESIGNATION -  COLLEGE RM 2
 JU1099  PID         -  JU1099
 JU1099  STATE/COUNTY-  DE/KENT
 JU1099  USGS QUAD   -  DOVER (1993)
 JU1099
 JU1099                         *CURRENT SURVEY CONTROL
 JU1099  ___________________________________________________________________
 JU1099* NAD 83(1986)-  39 11 05.     (N)    075 32 42.     (W)     SCALED    
 JU1099* NAVD 88     -         8.852  (meters)      29.04   (feet)  ADJUSTED  
 JU1099  ___________________________________________________________________
 JU1099  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU1099  DYNAMIC HT  -           8.847 (meters)      29.03  (feet)  COMP
 JU1099  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 JU1099
 JU1099  VERT ORDER  -  FIRST     CLASS I
 JU1099
 JU1099.The horizontal coordinates were scaled from a topographic map and have
 JU1099.an estimated accuracy of +/- 6 seconds.
 JU1099
 JU1099.The orthometric height was determined by differential leveling
 JU1099.and adjusted in June 1991.
 JU1099
 JU1099.The geoid height was determined by GEOID03.
 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       -   131,520.      188,910.      MT  (+/- 180 meters Scaled)
 JU1099
 JU1099                          SUPERSEDED SURVEY CONTROL
 JU1099
 JU1099  NGVD 29 (??/??/??)    9.090  (m)           29.82   (f) ADJUSTED    1 1
 JU1099
 JU1099.Superseded values are not recommended for survey control.
 JU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1099.See file dsdata.txt to determine how the superseded data were derived.
 JU1099
 JU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ529374(NAD 83)
 JU1099_MARKER: DR = REFERENCE MARK DISK
 JU1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1099_SP_SET: 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
 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'CHANGE DESCRIPTION: THE BUILDING IS NO LONGER CALLED TURBAN HALL.
 JU1099'IT'S LOCKERMAN HALL IT IS A NO LONGER A 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1101 ***********************************************************************
 JU1101  DESIGNATION -  COLLEGE RM 3
 JU1101  PID         -  JU1101
 JU1101  STATE/COUNTY-  DE/KENT
 JU1101  USGS QUAD   -  DOVER (1993)
 JU1101
 JU1101                         *CURRENT SURVEY CONTROL
 JU1101  ___________________________________________________________________
 JU1101* NAD 83(1986)-  39 11 05.     (N)    075 32 42.     (W)     SCALED    
 JU1101* NAVD 88     -         9.340  (meters)      30.64   (feet)  ADJUSTED  
 JU1101  ___________________________________________________________________
 JU1101  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU1101  DYNAMIC HT  -           9.335 (meters)      30.63  (feet)  COMP
 JU1101  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 JU1101
 JU1101  VERT ORDER  -  FIRST     CLASS I
 JU1101
 JU1101.The horizontal coordinates were scaled from a topographic map and have
 JU1101.an estimated accuracy of +/- 6 seconds.
 JU1101
 JU1101.The orthometric height was determined by differential leveling
 JU1101.and adjusted in June 1991.
 JU1101
 JU1101.The geoid height was determined by GEOID03.
 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       -   131,520.      188,910.      MT  (+/- 180 meters Scaled)
 JU1101
 JU1101                          SUPERSEDED SURVEY CONTROL
 JU1101
 JU1101  NGVD 29 (??/??/??)    9.578  (m)           31.42   (f) ADJUSTED    1 1
 JU1101
 JU1101.Superseded values are not recommended for survey control.
 JU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1101.See file dsdata.txt to determine how the superseded data were derived.
 JU1101
 JU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ529374(NAD 83)
 JU1101_MARKER: DR = REFERENCE MARK DISK
 JU1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1101_SP_SET: FOUNDATION
 JU1101_STAMPING: COLLEGE NO 3 1932
 JU1101_MARK LOGO: CGS   
 JU1101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3419 ***********************************************************************
 JU3419  DESIGNATION -  COLLINS BEACH 1911
 JU3419  PID         -  JU3419
 JU3419  STATE/COUNTY-  DE/NEW CASTLE
 JU3419  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3419
 JU3419                         *CURRENT SURVEY CONTROL
 JU3419  ___________________________________________________________________
 JU3419* NAD 83(1991)-  39 23 33.42122(N)    075 31 24.26609(W)     ADJUSTED  
 JU3419* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3419  ___________________________________________________________________
 JU3419  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU3419  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3419
 JU3419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3419.See file dsdata.txt to determine how the superseded data were derived.
 JU3419
 JU3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5492960478(NAD 83)
 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 = MARCH  2, 2009
 JU3418 ***********************************************************************
 JU3418  DESIGNATION -  COLLINS BEACH 2
 JU3418  PID         -  JU3418
 JU3418  STATE/COUNTY-  DE/NEW CASTLE
 JU3418  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3418
 JU3418                         *CURRENT SURVEY CONTROL
 JU3418  ___________________________________________________________________
 JU3418* NAD 83(1991)-  39 23 33.15365(N)    075 31 24.71707(W)     ADJUSTED  
 JU3418* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3418  ___________________________________________________________________
 JU3418  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU3418  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3418
 JU3418.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JU3418| PID    Reference Object                     Distance      Geod. Az  |
 JU3418|                                                           dddmmss.s |
 JU3418| JU3419 COLLINS BEACH 1911                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3418.See file dsdata.txt to determine how the superseded data were derived.
 JU3418
 JU3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5491860470(NAD 83)
 JU3418_MARKER: DS = TRIANGULATION STATION DISK
 JU3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3418
 JU3418  HISTORY     - Date     Condition        Report By
 JU3418  HISTORY     - 1933     MONUMENTED       CGS
 JU3418  HISTORY     - 1946     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1428 ***********************************************************************
 HU1428  DESIGNATION -  COLONY
 HU1428  PID         -  HU1428
 HU1428  STATE/COUNTY-  DE/SUSSEX
 HU1428  USGS QUAD   -  MILLSBORO (1992)
 HU1428
 HU1428                         *CURRENT SURVEY CONTROL
 HU1428  ___________________________________________________________________
 HU1428* NAD 83(1991)-  38 37 24.33059(N)    075 19 09.44534(W)     ADJUSTED  
 HU1428* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 HU1428  ___________________________________________________________________
 HU1428  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HU1428  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1428
 HU1428.The geoid height was determined by GEOID03.
 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       -  REHOBOTH BEACH STANDPIPE                 063 10 35.3
 HU1428:UTM  18      -  REHOBOTH BEACH STANDPIPE                 063 26 11.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1428.See file dsdata.txt to determine how the superseded data were derived.
 HU1428
 HU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7220675037(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7888 ***********************************************************************
 AF7888  DESIGNATION -  COLONY AZ MK 2
 AF7888  PID         -  AF7888
 AF7888  STATE/COUNTY-  DE/SUSSEX
 AF7888  USGS QUAD   -  HARBESON (1992)
 AF7888
 AF7888                         *CURRENT SURVEY CONTROL
 AF7888  ___________________________________________________________________
 AF7888* NAD 83(1991)-  38 37 37.45019(N)    075 19 16.77436(W)     ADJUSTED  
 AF7888* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AF7888  ___________________________________________________________________
 AF7888  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AF7888  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7888
 AF7888.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF7888
 AF7888.No superseded survey control is available for this station.
 AF7888
 AF7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7203075442(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1668 ***********************************************************************
 JU1668  DESIGNATION -  COOCH
 JU1668  PID         -  JU1668
 JU1668  STATE/COUNTY-  DE/NEW CASTLE
 JU1668  USGS QUAD   -  NEWARK EAST (1993)
 JU1668
 JU1668                         *CURRENT SURVEY CONTROL
 JU1668  ___________________________________________________________________
 JU1668* NAD 83(1991)-  39 38 44.92349(N)    075 44 28.51957(W)     ADJUSTED  
 JU1668* NAVD 88     -        20.112  (meters)      65.98   (feet)  ADJUSTED  
 JU1668  ___________________________________________________________________
 JU1668  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JU1668  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1668  DYNAMIC HT  -          20.103 (meters)      65.95  (feet)  COMP
 JU1668  MODELED GRAV-     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
 JU1668.and adjusted in June 1991.
 JU1668
 JU1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1668
 JU1668.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000202  x   1.00000455  =   1.00000657
 JU1668!SPC MD       -   1.00000202  x   1.00004013  =   1.00004215
 JU1668!UTM  18      -   1.00000202  x   0.99964980  =   0.99965182
 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 (??/??/??)   20.451  (m)           67.10   (f) ADJUSTED    2 0
 JU1668
 JU1668.Superseded values are not recommended for survey control.
 JU1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1668.See file dsdata.txt to determine how the superseded data were derived.
 JU1668
 JU1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3640188710(NAD 83)
 JU1668_MARKER: DS = TRIANGULATION STATION DISK
 JU1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1668_STAMPING: COOCH 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1669 ***********************************************************************
 JU1669  DESIGNATION -  COOCH AZ MK
 JU1669  PID         -  JU1669
 JU1669  STATE/COUNTY-  DE/NEW CASTLE
 JU1669  USGS QUAD   -  NEWARK EAST (1993)
 JU1669
 JU1669                         *CURRENT SURVEY CONTROL
 JU1669  ___________________________________________________________________
 JU1669* NAD 83(1986)-  39 38 34.     (N)    075 44 15.     (W)     SCALED    
 JU1669* NAVD 88     -        17.164  (meters)      56.31   (feet)  ADJUSTED  
 JU1669  ___________________________________________________________________
 JU1669  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1669  DYNAMIC HT  -          17.156 (meters)      56.29  (feet)  COMP
 JU1669  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 JU1669
 JU1669  VERT ORDER  -  SECOND    CLASS 0
 JU1669
 JU1669.The horizontal coordinates were scaled from a topographic map and have
 JU1669.an estimated accuracy of +/- 6 seconds.
 JU1669
 JU1669.The orthometric height was determined by differential leveling
 JU1669.and adjusted in June 1991.
 JU1669
 JU1669.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1669
 JU1669  NGVD 29 (??/??/??)   17.504  (m)           57.43   (f) ADJUSTED    2 0
 JU1669
 JU1669.Superseded values are not recommended for survey control.
 JU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1669.See file dsdata.txt to determine how the superseded data were derived.
 JU1669
 JU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ367883(NAD 83)
 JU1669_MARKER: DZ = AZIMUTH MARK DISK
 JU1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1669_STAMPING: COOCH 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1666 ***********************************************************************
 JU1666  DESIGNATION -  COOCH RM 1
 JU1666  PID         -  JU1666
 JU1666  STATE/COUNTY-  DE/NEW CASTLE
 JU1666  USGS QUAD   -  NEWARK EAST (1993)
 JU1666
 JU1666                         *CURRENT SURVEY CONTROL
 JU1666  ___________________________________________________________________
 JU1666* NAD 83(1986)-  39 38 44.     (N)    075 44 28.     (W)     SCALED    
 JU1666* NAVD 88     -        19.256  (meters)      63.18   (feet)  ADJUSTED  
 JU1666  ___________________________________________________________________
 JU1666  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1666  DYNAMIC HT  -          19.247 (meters)      63.15  (feet)  COMP
 JU1666  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 JU1666
 JU1666  VERT ORDER  -  SECOND    CLASS 0
 JU1666
 JU1666.The horizontal coordinates were scaled from a topographic map and have
 JU1666.an estimated accuracy of +/- 6 seconds.
 JU1666
 JU1666.The orthometric height was determined by differential leveling
 JU1666.and adjusted in June 1991.
 JU1666
 JU1666.The geoid height was determined by GEOID03.
 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       -   182,730.      172,150.      MT  (+/- 180 meters Scaled)
 JU1666
 JU1666                          SUPERSEDED SURVEY CONTROL
 JU1666
 JU1666  NGVD 29 (??/??/??)   19.595  (m)           64.29   (f) ADJUSTED    2 0
 JU1666
 JU1666.Superseded values are not recommended for survey control.
 JU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1666.See file dsdata.txt to determine how the superseded data were derived.
 JU1666
 JU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ364886(NAD 83)
 JU1666_MARKER: DR = REFERENCE MARK DISK
 JU1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1666_STAMPING: COOCH NO 1 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1667 ***********************************************************************
 JU1667  DESIGNATION -  COOCH RM 2
 JU1667  PID         -  JU1667
 JU1667  STATE/COUNTY-  DE/NEW CASTLE
 JU1667  USGS QUAD   -  NEWARK EAST (1993)
 JU1667
 JU1667                         *CURRENT SURVEY CONTROL
 JU1667  ___________________________________________________________________
 JU1667* NAD 83(1986)-  39 38 44.86   (N)    075 44 29.51   (W)     HD_HELD1  
 JU1667* NAVD 88     -        19.657  (meters)      64.49   (feet)  ADJUSTED  
 JU1667  ___________________________________________________________________
 JU1667  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1667  DYNAMIC HT  -          19.648 (meters)      64.46  (feet)  COMP
 JU1667  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 JU1667
 JU1667  VERT ORDER  -  SECOND    CLASS 0
 JU1667
 JU1667.The horizontal coordinates were established by differentially corrected
 JU1667.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1667
 JU1667.The orthometric height was determined by differential leveling
 JU1667.and adjusted in June 1991.
 JU1667
 JU1667.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1667
 JU1667  NGVD 29 (??/??/??)   19.996  (m)           65.60   (f) ADJUSTED    2 0
 JU1667
 JU1667.Superseded values are not recommended for survey control.
 JU1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1667.See file dsdata.txt to determine how the superseded data were derived.
 JU1667
 JU1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3637788708(NAD 83)
 JU1667_MARKER: DR = REFERENCE MARK DISK
 JU1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1667_STAMPING: COOCH NO 2 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1436 ***********************************************************************
 JU1436  DESIGNATION -  COOL
 JU1436  PID         -  JU1436
 JU1436  STATE/COUNTY-  DE/NEW CASTLE
 JU1436  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1436
 JU1436                         *CURRENT SURVEY CONTROL
 JU1436  ___________________________________________________________________
 JU1436* NAD 83(1991)-  39 45 04.86220(N)    075 33 26.31227(W)     ADJUSTED  
 JU1436* NAVD 88     -        36.601  (meters)     120.08   (feet)  ADJUSTED  
 JU1436  ___________________________________________________________________
 JU1436  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU1436  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1436  DYNAMIC HT  -          36.584 (meters)     120.03  (feet)  COMP
 JU1436  MODELED GRAV-     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
 JU1436.and adjusted in June 1991.
 JU1436.WARNING-Repeat measurements at this control monument indicate possible
 JU1436.vertical movement.
 JU1436
 JU1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1436
 JU1436.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JU1436| PID    Reference Object                     Distance      Geod. Az  |
 JU1436|                                                           dddmmss.s |
 JU1436| JU1437 COOL RM 1                            23.147 METERS 08835     |
 JU1436| JU3620 COOL A 1959                          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 (??/??/??)   36.953  (m)          121.24   (f) ADJUSTED    2 0
 JU1436
 JU1436.Superseded values are not recommended for survey control.
 JU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1436.See file dsdata.txt to determine how the superseded data were derived.
 JU1436
 JU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5225600309(NAD 83)
 JU1436_MARKER: DS = TRIANGULATION STATION DISK
 JU1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1436_SP_SET: CONCRETE POST
 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 NOT SUITABLE FOR
 JU1436+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3620 ***********************************************************************
 JU3620  DESIGNATION -  COOL A 1959
 JU3620  PID         -  JU3620
 JU3620  STATE/COUNTY-  DE/NEW CASTLE
 JU3620  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3620
 JU3620                         *CURRENT SURVEY CONTROL
 JU3620  ___________________________________________________________________
 JU3620* NAD 83(1991)-  39 45 03.38279(N)    075 33 22.83976(W)     ADJUSTED  
 JU3620* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 JU3620  ___________________________________________________________________
 JU3620  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JU3620  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3620
 JU3620.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3620.See file dsdata.txt to determine how the superseded data were derived.
 JU3620
 JU3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5233800263(NAD 83)
 JU3620_MARKER: DE = TRAVERSE STATION DISK
 JU3620_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3620+WITH SETTING: PAVEMENT
 JU3620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3620+STABILITY: SURFACE MOTION
 JU3620
 JU3620  HISTORY     - Date     Condition        Report By
 JU3620  HISTORY     - 1959     MONUMENTED       CGS
 JU3620  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3620
 JU3620                          STATION DESCRIPTION
 JU3620
 JU3620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (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 = MARCH  2, 2009
 JU3619 ***********************************************************************
 JU3619  DESIGNATION -  COOL B 1959
 JU3619  PID         -  JU3619
 JU3619  STATE/COUNTY-  DE/NEW CASTLE
 JU3619  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3619
 JU3619                         *CURRENT SURVEY CONTROL
 JU3619  ___________________________________________________________________
 JU3619* NAD 83(1991)-  39 45 09.61361(N)    075 33 23.44624(W)     ADJUSTED  
 JU3619* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 JU3619  ___________________________________________________________________
 JU3619  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU3619  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3619
 JU3619.The geoid height was determined by GEOID03.
 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       -   0.99999940  x   0.99999677  =   0.99999617
 JU3619!UTM  18      -   0.99999940  x   0.99962798  =   0.99962738
 JU3619
 JU3619|---------------------------------------------------------------------|
 JU3619| PID    Reference Object                     Distance      Geod. Az  |
 JU3619|                                                           dddmmss.s |
 JU3619| JU3618 GILPIN 1959                          93.414 METERS 04945     |
 JU3619| JU3645 SHALLCROSS 1959                     206.294 METERS 04946     |
 JU3619| JU3617 COOL C 1959                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3619.See file dsdata.txt to determine how the superseded data were derived.
 JU3619
 JU3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5232500455(NAD 83)
 JU3619_MARKER: DE = TRAVERSE STATION DISK
 JU3619_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3619+WITH SETTING: PAVEMENT
 JU3619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3619+STABILITY: SURFACE MOTION
 JU3619
 JU3619  HISTORY     - Date     Condition        Report By
 JU3619  HISTORY     - 1959     MONUMENTED       CGS
 JU3619  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3619
 JU3619                          STATION DESCRIPTION
 JU3619
 JU3619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3617 ***********************************************************************
 JU3617  DESIGNATION -  COOL C 1959
 JU3617  PID         -  JU3617
 JU3617  STATE/COUNTY-  DE/NEW CASTLE
 JU3617  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3617
 JU3617                         *CURRENT SURVEY CONTROL
 JU3617  ___________________________________________________________________
 JU3617* NAD 83(1991)-  39 45 16.35157(N)    075 33 13.12920(W)     ADJUSTED  
 JU3617* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 JU3617  ___________________________________________________________________
 JU3617  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU3617  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3617
 JU3617.The geoid height was determined by GEOID03.
 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       -   1.00000144  x   0.99999670  =   0.99999814
 JU3617!UTM  18      -   1.00000144  x   0.99962769  =   0.99962913
 JU3617
 JU3617|---------------------------------------------------------------------|
 JU3617| PID    Reference Object                     Distance      Geod. Az  |
 JU3617|                                                           dddmmss.s |
 JU3617| JU3622 COOL D 1959                          94.096 METERS 05005     |
 JU3617| JU3645 SHALLCROSS 1959                     115.429 METERS 22946     |
 JU3617| JU3618 GILPIN 1959                         228.309 METERS 22946     |
 JU3617| JU3619 COOL B 1959                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3617.See file dsdata.txt to determine how the superseded data were derived.
 JU3617
 JU3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5257200661(NAD 83)
 JU3617_MARKER: DE = TRAVERSE STATION DISK
 JU3617_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3617+WITH SETTING: PAVEMENT
 JU3617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3617+STABILITY: SURFACE MOTION
 JU3617
 JU3617  HISTORY     - Date     Condition        Report By
 JU3617  HISTORY     - 1959     MONUMENTED       CGS
 JU3617  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3622 ***********************************************************************
 JU3622  DESIGNATION -  COOL D 1959
 JU3622  PID         -  JU3622
 JU3622  STATE/COUNTY-  DE/NEW CASTLE
 JU3622  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3622
 JU3622                         *CURRENT SURVEY CONTROL
 JU3622  ___________________________________________________________________
 JU3622* NAD 83(1991)-  39 45 18.30910(N)    075 33 10.09734(W)     ADJUSTED  
 JU3622* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 JU3622  ___________________________________________________________________
 JU3622  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JU3622  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3622
 JU3622.The geoid height was determined by GEOID03.
 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       -   1.00000238  x   0.99999668  =   0.99999906
 JU3622!UTM  18      -   1.00000238  x   0.99962761  =   0.99962999
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3622.See file dsdata.txt to determine how the superseded data were derived.
 JU3622
 JU3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5264400721(NAD 83)
 JU3622_MARKER: DE = TRAVERSE STATION DISK
 JU3622_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3622+WITH SETTING: PAVEMENT
 JU3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3622+STABILITY: SURFACE MOTION
 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 = MARCH  2, 2009
 JU3621 ***********************************************************************
 JU3621  DESIGNATION -  COOL E 1959
 JU3621  PID         -  JU3621
 JU3621  STATE/COUNTY-  DE/NEW CASTLE
 JU3621  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3621
 JU3621                         *CURRENT SURVEY CONTROL
 JU3621  ___________________________________________________________________
 JU3621* NAD 83(1991)-  39 45 21.88405(N)    075 33 02.83459(W)     ADJUSTED  
 JU3621* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 JU3621  ___________________________________________________________________
 JU3621  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU3621  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3621
 JU3621.The geoid height was determined by GEOID03.
 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       -   1.00000348  x   0.99999663  =   1.00000011
 JU3621!UTM  18      -   1.00000348  x   0.99962741  =   0.99963089
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3621.See file dsdata.txt to determine how the superseded data were derived.
 JU3621
 JU3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281800830(NAD 83)
 JU3621_MARKER: DE = TRAVERSE STATION DISK
 JU3621_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3621+WITH SETTING: PAVEMENT
 JU3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3621+STABILITY: SURFACE MOTION
 JU3621
 JU3621  HISTORY     - Date     Condition        Report By
 JU3621  HISTORY     - 1959     MONUMENTED       CGS
 JU3621  HISTORY     - 1984     GOOD             LOCENG
 JU3621  HISTORY     - 19910718 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3611 ***********************************************************************
 JU3611  DESIGNATION -  COOL F 1959
 JU3611  PID         -  JU3611
 JU3611  STATE/COUNTY-  DE/NEW CASTLE
 JU3611  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3611
 JU3611                         *CURRENT SURVEY CONTROL
 JU3611  ___________________________________________________________________
 JU3611* NAD 83(1991)-  39 45 25.51069(N)    075 32 56.29120(W)     ADJUSTED  
 JU3611* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 JU3611  ___________________________________________________________________
 JU3611  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JU3611  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3611
 JU3611.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3611.See file dsdata.txt to determine how the superseded data were derived.
 JU3611
 JU3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5297400941(NAD 83)
 JU3611_MARKER: DE = TRAVERSE STATION DISK
 JU3611_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3611+WITH SETTING: PAVEMENT
 JU3611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3611+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3623 ***********************************************************************
 JU3623  DESIGNATION -  COOL G 1959
 JU3623  PID         -  JU3623
 JU3623  STATE/COUNTY-  DE/NEW CASTLE
 JU3623  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3623
 JU3623                         *CURRENT SURVEY CONTROL
 JU3623  ___________________________________________________________________
 JU3623* NAD 83(1991)-  39 45 27.27802(N)    075 32 55.00447(W)     ADJUSTED  
 JU3623* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 JU3623  ___________________________________________________________________
 JU3623  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JU3623  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3623
 JU3623.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3623.See file dsdata.txt to determine how the superseded data were derived.
 JU3623
 JU3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5300500995(NAD 83)
 JU3623_MARKER: DE = TRAVERSE STATION DISK
 JU3623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3623+WITH SETTING: PAVEMENT
 JU3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3623+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3606 ***********************************************************************
 JU3606  DESIGNATION -  COOL H 1959
 JU3606  PID         -  JU3606
 JU3606  STATE/COUNTY-  DE/NEW CASTLE
 JU3606  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3606
 JU3606                         *CURRENT SURVEY CONTROL
 JU3606  ___________________________________________________________________
 JU3606* NAD 83(1991)-  39 45 32.44001(N)    075 32 58.88320(W)     ADJUSTED  
 JU3606* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 JU3606  ___________________________________________________________________
 JU3606  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU3606  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3606
 JU3606.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3606.See file dsdata.txt to determine how the superseded data were derived.
 JU3606
 JU3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5291401155(NAD 83)
 JU3606_MARKER: DE = TRAVERSE STATION DISK
 JU3606_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3606+WITH SETTING: PAVEMENT
 JU3606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3606+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1437 ***********************************************************************
 JU1437  DESIGNATION -  COOL RM 1
 JU1437  PID         -  JU1437
 JU1437  STATE/COUNTY-  DE/NEW CASTLE
 JU1437  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1437
 JU1437                         *CURRENT SURVEY CONTROL
 JU1437  ___________________________________________________________________
 JU1437* NAD 83(1986)-  39 45 04.88   (N)    075 33 26.31   (W)     HD_HELD1  
 JU1437* NAVD 88     -        35.921  (meters)     117.85   (feet)  ADJUSTED  
 JU1437  ___________________________________________________________________
 JU1437  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1437  DYNAMIC HT  -          35.905 (meters)     117.80  (feet)  COMP
 JU1437  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1437
 JU1437  VERT ORDER  -  SECOND    CLASS 0
 JU1437
 JU1437.The horizontal coordinates were established by differentially corrected
 JU1437.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1437
 JU1437.The orthometric height was determined by differential leveling
 JU1437.and adjusted in June 1991.
 JU1437
 JU1437.The geoid height was determined by GEOID03.
 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     187,946.7     MT  (+/- 3 meters HH1 GPS) 
 JU1437
 JU1437                          SUPERSEDED SURVEY CONTROL
 JU1437
 JU1437  NGVD 29 (??/??/??)   36.266  (m)          118.98   (f) ADJUSTED    2 0
 JU1437
 JU1437.Superseded values are not recommended for survey control.
 JU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1437.See file dsdata.txt to determine how the superseded data were derived.
 JU1437
 JU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5225600309(NAD 83)
 JU1437_MARKER: DR = REFERENCE MARK DISK
 JU1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1437_SP_SET: CONCRETE POST
 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 - March 08, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1435 ***********************************************************************
 JU1435  DESIGNATION -  COOL RM 2
 JU1435  PID         -  JU1435
 JU1435  STATE/COUNTY-  DE/NEW CASTLE
 JU1435  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1435
 JU1435                         *CURRENT SURVEY CONTROL
 JU1435  ___________________________________________________________________
 JU1435* NAD 83(1986)-  39 45 04.     (N)    075 33 26.     (W)     SCALED    
 JU1435* NAVD 88     -        35.919  (meters)     117.84   (feet)  ADJUSTED  
 JU1435  ___________________________________________________________________
 JU1435  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1435  DYNAMIC HT  -          35.903 (meters)     117.79  (feet)  COMP
 JU1435  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1435
 JU1435  VERT ORDER  -  SECOND    CLASS 0
 JU1435
 JU1435.The horizontal coordinates were scaled from a topographic map and have
 JU1435.an estimated accuracy of +/- 6 seconds.
 JU1435
 JU1435.The orthometric height was determined by differential leveling
 JU1435.and adjusted in June 1991.
 JU1435
 JU1435.The geoid height was determined by GEOID03.
 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       -   194,410.      187,950.      MT  (+/- 180 meters Scaled)
 JU1435
 JU1435                          SUPERSEDED SURVEY CONTROL
 JU1435
 JU1435  NGVD 29 (??/??/??)   36.265  (m)          118.98   (f) ADJUSTED    2 0
 JU1435
 JU1435.Superseded values are not recommended for survey control.
 JU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1435.See file dsdata.txt to determine how the superseded data were derived.
 JU1435
 JU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK522002(NAD 83)
 JU1435_MARKER: DR = REFERENCE MARK DISK
 JU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1435_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1802 ***********************************************************************
 HU1802  DESIGNATION -  COOPER
 HU1802  PID         -  HU1802
 HU1802  STATE/COUNTY-  DE/SUSSEX
 HU1802  USGS QUAD   -  HEBRON (1992)
 HU1802
 HU1802                         *CURRENT SURVEY CONTROL
 HU1802  ___________________________________________________________________
 HU1802* NAD 83(1991)-  38 30 00.05394(N)    075 38 11.73549(W)     ADJUSTED  
 HU1802* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 HU1802  ___________________________________________________________________
 HU1802  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HU1802  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1802
 HU1802.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1802
 HU1802.Superseded values are not recommended for survey control.
 HU1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1802.See file dsdata.txt to determine how the superseded data were derived.
 HU1802
 HU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4449061487(NAD 83)
 HU1802_MARKER: DS = TRIANGULATION STATION DISK
 HU1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1826 ***********************************************************************
 HU1826  DESIGNATION -  COOPER RM 4
 HU1826  PID         -  HU1826
 HU1826  STATE/COUNTY-  DE/SUSSEX
 HU1826  USGS QUAD   -  HEBRON (1992)
 HU1826
 HU1826                         *CURRENT SURVEY CONTROL
 HU1826  ___________________________________________________________________
 HU1826* NAD 83(1991)-  38 29 59.95307(N)    075 38 11.44340(W)     ADJUSTED  
 HU1826* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 HU1826  ___________________________________________________________________
 HU1826  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HU1826  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1826
 HU1826.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1826
 HU1826.Superseded values are not recommended for survey control.
 HU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1826.See file dsdata.txt to determine how the superseded data were derived.
 HU1826
 HU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4449761484(NAD 83)
 HU1826_MARKER: DS = TRIANGULATION STATION DISK
 HU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1826
 HU1826  HISTORY     - Date     Condition        Report By
 HU1826  HISTORY     - 1962     MONUMENTED       CGS
 HU1826  HISTORY     - 1974     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1376 ***********************************************************************
 HU1376  DESIGNATION -  COTTON PATCH
 HU1376  PID         -  HU1376
 HU1376  STATE/COUNTY-  DE/SUSSEX
 HU1376  USGS QUAD   -  BETHANY BEACH (1991)
 HU1376
 HU1376                         *CURRENT SURVEY CONTROL
 HU1376  ___________________________________________________________________
 HU1376* NAD 83(1991)-  38 34 47.17027(N)    075 03 32.56357(W)     ADJUSTED  
 HU1376* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HU1376  ___________________________________________________________________
 HU1376  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HU1376  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1376
 HU1376.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 HU1376.Superseded values are not recommended for survey control.
 HU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1376.See file dsdata.txt to determine how the superseded data were derived.
 HU1376
 HU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9485770146(NAD 83)
 HU1376_MARKER: DS = TRIANGULATION STATION DISK
 HU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1374 ***********************************************************************
 HU1374  DESIGNATION -  COTTON PATCH 2
 HU1374  PID         -  HU1374
 HU1374  STATE/COUNTY-  DE/SUSSEX
 HU1374  USGS QUAD   -  BETHANY BEACH (1991)
 HU1374
 HU1374                         *CURRENT SURVEY CONTROL
 HU1374  ___________________________________________________________________
 HU1374* NAD 83(1991)-  38 34 47.06507(N)    075 03 32.40978(W)     ADJUSTED  
 HU1374* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 HU1374  ___________________________________________________________________
 HU1374  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HU1374  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1374
 HU1374.The geoid height was determined by GEOID03.
 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       -   1.00000434  x   1.00000696  =   1.00001130
 HU1374!UTM  18      -   1.00000434  x   0.99960033  =   0.99960467
 HU1374
 HU1374:                Primary Azimuth Mark                     Grid Az
 HU1374:SPC DE       -  BETHANY BEACH MUNICIPAL TANK             179 10 51.2
 HU1374:UTM  18      -  BETHANY BEACH MUNICIPAL TANK             179 26 26.7
 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    3  
 HU1374
 HU1374.Superseded values are not recommended for survey control.
 HU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1374.See file dsdata.txt to determine how the superseded data were derived.
 HU1374
 HU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9486170143(NAD 83)
 HU1374_MARKER: DS = TRIANGULATION STATION DISK
 HU1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1374
 HU1374  HISTORY     - Date     Condition        Report By
 HU1374  HISTORY     - 1962     MONUMENTED       CGS
 HU1374  HISTORY     - 1970     GOOD             NGS
 HU1374  HISTORY     - 1975     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1396 ***********************************************************************
 HU1396  DESIGNATION -  COTTON PATCH 2 AZ MK
 HU1396  PID         -  HU1396
 HU1396  STATE/COUNTY-  DE/SUSSEX
 HU1396  USGS QUAD   -  BETHANY BEACH (1991)
 HU1396
 HU1396                         *CURRENT SURVEY CONTROL
 HU1396  ___________________________________________________________________
 HU1396* NAD 83(1991)-  38 33 51.64792(N)    075 03 38.58107(W)     ADJUSTED  
 HU1396* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1396  ___________________________________________________________________
 HU1396  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HU1396  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1396
 HU1396.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1396
 HU1396.Superseded values are not recommended for survey control.
 HU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1396.See file dsdata.txt to determine how the superseded data were derived.
 HU1396
 HU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9471068435(NAD 83)
 HU1396_MARKER: DZ = AZIMUTH MARK DISK
 HU1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 DI0950 ***********************************************************************
 DI0950  DESIGNATION -  COULTER
 DI0950  PID         -  DI0950
 DI0950  STATE/COUNTY-  DE/SUSSEX
 DI0950  USGS QUAD   -  LEWES (1991)
 DI0950
 DI0950                         *CURRENT SURVEY CONTROL
 DI0950  ___________________________________________________________________
 DI0950* NAD 83(1991)-  38 46 34.42437(N)    075 09 43.72307(W)     ADJUSTED  
 DI0950* NAVD 88     -         2.846  (meters)       9.34   (feet)  ADJUSTED  
 DI0950  ___________________________________________________________________
 DI0950  X           -   1,275,018.306 (meters)                     COMP
 DI0950  Y           -  -4,812,873.094 (meters)                     COMP
 DI0950  Z           -   3,972,960.511 (meters)                     COMP
 DI0950  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DI0950  ELLIP HEIGHT-         -32.745 (meters)          (08/09/06) ADJUSTED
 DI0950  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0950  DYNAMIC HT  -           2.844 (meters)       9.33  (feet)  COMP
 DI0950  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 DI0950
 DI0950  HORZ ORDER  -  B
 DI0950  VERT ORDER  -  SECOND    CLASS II
 DI0950  ELLP ORDER  -  FOURTH    CLASS II
 DI0950
 DI0950.The horizontal coordinates were established by GPS observations
 DI0950.and adjusted by the National Geodetic Survey in August 2006.
 DI0950
 DI0950.The orthometric height was determined by differential leveling
 DI0950.and adjusted in September 2008.
 DI0950
 DI0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0950
 DI0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0950
 DI0950.The ellipsoidal height was determined by GPS observations
 DI0950.and is referenced to NAD 83.
 DI0950
 DI0950.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0950;SPC DE       -    86,194.733   222,117.455   MT  1.00000102   +0 09 33.8
 DI0950;SPC DE       -   282,790.55    728,730.35   sFT  1.00000102   +0 09 33.8
 DI0950;UTM  18      - 4,291,957.433   485,915.433   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                          SUPERSEDED SURVEY CONTROL
 DI0950
 DI0950.No superseded survey control is available for this station.
 DI0950
 DI0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8591591957(NAD 83)
 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 - July 01, 2008
 DI0950
 DI0950  HISTORY     - Date     Condition        Report By
 DI0950  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0950  HISTORY     - 20080701 GOOD             DEDT
 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'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 DELAWARE
 DI0950'STATE PARK SERVICE (FORMERLY THE UNIVERSITY OF DELAWARE RESEARCH
 DI0950'PARK), THEN PROCEED 0.25 MI (0.40 KM) NORTHWEST ON ENTRANCE ROAD TO
 DI0950'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1356 ***********************************************************************
 HU1356  DESIGNATION -  CURVE 1970
 HU1356  PID         -  HU1356
 HU1356  STATE/COUNTY-  DE/SUSSEX
 HU1356  USGS QUAD   -  LEWES (1991)
 HU1356
 HU1356                         *CURRENT SURVEY CONTROL
 HU1356  ___________________________________________________________________
 HU1356* NAD 83(1991)-  38 49 11.00927(N)    075 13 12.20668(W)     ADJUSTED  
 HU1356* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 HU1356  ___________________________________________________________________
 HU1356  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HU1356  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1356
 HU1356.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1356
 HU1356.Superseded values are not recommended for survey control.
 HU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1356.See file dsdata.txt to determine how the superseded data were derived.
 HU1356
 HU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8089796795(NAD 83)
 HU1356_MARKER: DE = TRAVERSE STATION DISK
 HU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1899 ***********************************************************************
 JU1899  DESIGNATION -  D 1
 JU1899  PID         -  JU1899
 JU1899  STATE/COUNTY-  DE/NEW CASTLE
 JU1899  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1899
 JU1899                         *CURRENT SURVEY CONTROL
 JU1899  ___________________________________________________________________
 JU1899* NAD 83(1986)-  39 39 51.     (N)    075 34 14.     (W)     SCALED    
 JU1899* NAVD 88     -         5.432  (meters)      17.82   (feet)  ADJUSTED  
 JU1899  ___________________________________________________________________
 JU1899  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1899  DYNAMIC HT  -           5.430 (meters)      17.81  (feet)  COMP
 JU1899  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 JU1899
 JU1899  VERT ORDER  -  FIRST     CLASS II
 JU1899
 JU1899.The horizontal coordinates were scaled from a topographic map and have
 JU1899.an estimated accuracy of +/- 6 seconds.
 JU1899
 JU1899.The orthometric height was determined by differential leveling
 JU1899.and adjusted in June 1991.
 JU1899.WARNING-Repeat measurements at this control monument indicate possible
 JU1899.vertical movement.
 JU1899
 JU1899.The geoid height was determined by GEOID03.
 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       -   184,750.      186,800.      MT  (+/- 180 meters Scaled)
 JU1899
 JU1899                          SUPERSEDED SURVEY CONTROL
 JU1899
 JU1899  NGVD 29 (01/10/92)    5.681  (m)           18.64   (f) ADJUSTED    1 2
 JU1899
 JU1899.Superseded values are not recommended for survey control.
 JU1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1899.See file dsdata.txt to determine how the superseded data were derived.
 JU1899
 JU1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ510906(NAD 83)
 JU1899_MARKER: DB = BENCH MARK DISK
 JU1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1899_SP_SET: STEPS
 JU1899_STAMPING: 18.999 D 1 1931
 JU1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1899+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0851 ***********************************************************************
 HU0851  DESIGNATION -  D 11
 HU0851  PID         -  HU0851
 HU0851  STATE/COUNTY-  DE/KENT
 HU0851  USGS QUAD   -  BURRSVILLE (1993)
 HU0851
 HU0851                         *CURRENT SURVEY CONTROL
 HU0851  ___________________________________________________________________
 HU0851* NAD 83(1986)-  38 58 53.     (N)    075 39 07.     (W)     SCALED    
 HU0851* NAVD 88     -        19.650  (meters)      64.47   (feet)  ADJUSTED  
 HU0851  ___________________________________________________________________
 HU0851  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 HU0851  DYNAMIC HT  -          19.639 (meters)      64.43  (feet)  COMP
 HU0851  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 HU0851
 HU0851  VERT ORDER  -  SECOND    CLASS 0
 HU0851
 HU0851.The horizontal coordinates were scaled from a topographic map and have
 HU0851.an estimated accuracy of +/- 6 seconds.
 HU0851
 HU0851.The orthometric height was determined by differential leveling
 HU0851.and adjusted in June 1991.
 HU0851
 HU0851.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0851
 HU0851  NGVD 29 (??/??/??)   19.890  (m)           65.26   (f) ADJUSTED    2 0
 HU0851
 HU0851.Superseded values are not recommended for survey control.
 HU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0851.See file dsdata.txt to determine how the superseded data were derived.
 HU0851
 HU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ435149(NAD 83)
 HU0851_MARKER: DB = BENCH MARK DISK
 HU0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0851_STAMPING: D 11 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1302 ***********************************************************************
 JU1302  DESIGNATION -  D 12
 JU1302  PID         -  JU1302
 JU1302  STATE/COUNTY-  DE/KENT
 JU1302  USGS QUAD   -  MARYDEL (1993)
 JU1302
 JU1302                         *CURRENT SURVEY CONTROL
 JU1302  ___________________________________________________________________
 JU1302* NAD 83(1986)-  39 02 41.     (N)    075 39 57.     (W)     SCALED    
 JU1302* NAVD 88     -        17.023  (meters)      55.85   (feet)  ADJUSTED  
 JU1302  ___________________________________________________________________
 JU1302  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU1302  DYNAMIC HT  -          17.013 (meters)      55.82  (feet)  COMP
 JU1302  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 JU1302
 JU1302  VERT ORDER  -  SECOND    CLASS 0
 JU1302
 JU1302.The horizontal coordinates were scaled from a topographic map and have
 JU1302.an estimated accuracy of +/- 6 seconds.
 JU1302
 JU1302.The orthometric height was determined by differential leveling
 JU1302.and adjusted in June 1991.
 JU1302
 JU1302.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1302
 JU1302  NGVD 29 (??/??/??)   17.260  (m)           56.63   (f) ADJUSTED    2 0
 JU1302
 JU1302.Superseded values are not recommended for survey control.
 JU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1302.See file dsdata.txt to determine how the superseded data were derived.
 JU1302
 JU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ423219(NAD 83)
 JU1302_MARKER: DB = BENCH MARK DISK
 JU1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1302_SP_SET: CULVERT
 JU1302_STAMPING: D 12 1942
 JU1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1302
 JU1302  HISTORY     - Date     Condition        Report By
 JU1302  HISTORY     - 1942     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2500 ***********************************************************************
 JU2500  DESIGNATION -  D 12 RESET 1959
 JU2500  PID         -  JU2500
 JU2500  STATE/COUNTY-  DE/KENT
 JU2500  USGS QUAD   -  MARYDEL (1993)
 JU2500
 JU2500                         *CURRENT SURVEY CONTROL
 JU2500  ___________________________________________________________________
 JU2500* NAD 83(1986)-  39 02 41.     (N)    075 39 57.     (W)     SCALED    
 JU2500* NAVD 88     -        16.56   (meters)      54.3    (feet)  RESET     
 JU2500  ___________________________________________________________________
 JU2500  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2500  VERT ORDER  -  THIRD
 JU2500
 JU2500.The horizontal coordinates were scaled from a topographic map and have
 JU2500.an estimated accuracy of +/- 6 seconds.
 JU2500
 JU2500.The orthometric height was computed from unverified reset data.
 JU2500.No vertical observational check was made to the station.
 JU2500
 JU2500.The geoid height was determined by GEOID03.
 JU2500
 JU2500;                    North         East    Units  Estimated Accuracy
 JU2500;SPC DE       -   116,000.      178,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2500.See file dsdata.txt to determine how the superseded data were derived.
 JU2500
 JU2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ423219(NAD 83)
 JU2500_MARKER: DB = BENCH MARK DISK
 JU2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2500_STAMPING: D 12 RESET 1959
 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 = MARCH  2, 2009
 JU1022 ***********************************************************************
 JU1022  DESIGNATION -  D 14
 JU1022  PID         -  JU1022
 JU1022  STATE/COUNTY-  DE/KENT
 JU1022  USGS QUAD   -  LITTLE CREEK (1993)
 JU1022
 JU1022                         *CURRENT SURVEY CONTROL
 JU1022  ___________________________________________________________________
 JU1022* NAD 83(1986)-  39 10 59.     (N)    075 27 29.     (W)     SCALED    
 JU1022* NAVD 88     -         5.437  (meters)      17.84   (feet)  ADJUSTED  
 JU1022  ___________________________________________________________________
 JU1022  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU1022  DYNAMIC HT  -           5.434 (meters)      17.83  (feet)  COMP
 JU1022  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 JU1022
 JU1022  VERT ORDER  -  THIRD
 JU1022
 JU1022.The horizontal coordinates were scaled from a topographic map and have
 JU1022.an estimated accuracy of +/- 6 seconds.
 JU1022
 JU1022.The orthometric height was determined by differential leveling
 JU1022.and adjusted in June 1991.
 JU1022
 JU1022.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1022
 JU1022  NGVD 29 (??/??/??)    5.672  (m)           18.61   (f) ADJUSTED    3 0
 JU1022
 JU1022.Superseded values are not recommended for survey control.
 JU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1022.See file dsdata.txt to determine how the superseded data were derived.
 JU1022
 JU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ604371(NAD 83)
 JU1022_MARKER: DB = BENCH MARK DISK
 JU1022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU1022_STAMPING: D 14 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0913 ***********************************************************************
 JU0913  DESIGNATION -  D 21
 JU0913  PID         -  JU0913
 JU0913  STATE/COUNTY-  DE/NEW CASTLE
 JU0913  USGS QUAD   -  MARCUS HOOK (1993)
 JU0913
 JU0913                         *CURRENT SURVEY CONTROL
 JU0913  ___________________________________________________________________
 JU0913* NAD 83(1986)-  39 48 26.     (N)    075 28 39.     (W)     SCALED    
 JU0913* NAVD 88     -        56.822  (meters)     186.42   (feet)  POSTED    
 JU0913  ___________________________________________________________________
 JU0913  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU0913  DYNAMIC HT  -          56.800 (meters)     186.35  (feet)  COMP
 JU0913  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 JU0913
 JU0913  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0913
 JU0913.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU0913.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0913.rate of 0.0 thru 1.0 mm/km.
 JU0913
 JU0913.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0913
 JU0913  NGVD 29 (??/??/??)   57.166  (m)          187.55   (f) ADJUSTED    2 0
 JU0913
 JU0913.Superseded values are not recommended for survey control.
 JU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0913.See file dsdata.txt to determine how the superseded data were derived.
 JU0913
 JU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK591064(NAD 83)
 JU0913_MARKER: DB = BENCH MARK DISK
 JU0913_SETTING: 66 = SET IN ROCK OUTCROP
 JU0913_SP_SET: ROCK CUT
 JU0913_STAMPING: D 21 1959
 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 = MARCH  2, 2009
 JU1855 ***********************************************************************
 JU1855  DESIGNATION -  D 23
 JU1855  PID         -  JU1855
 JU1855  STATE/COUNTY-  DE/NEW CASTLE
 JU1855  USGS QUAD   -  NEWARK EAST (1993)
 JU1855
 JU1855                         *CURRENT SURVEY CONTROL
 JU1855  ___________________________________________________________________
 JU1855* NAD 83(1986)-  39 42 25.     (N)    075 39 09.     (W)     SCALED    
 JU1855* NAVD 88     -         5.209  (meters)      17.09   (feet)  ADJUSTED  
 JU1855  ___________________________________________________________________
 JU1855  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1855  DYNAMIC HT  -           5.207 (meters)      17.08  (feet)  COMP
 JU1855  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 JU1855
 JU1855  VERT ORDER  -  SECOND    CLASS 0
 JU1855
 JU1855.The horizontal coordinates were scaled from a topographic map and have
 JU1855.an estimated accuracy of +/- 6 seconds.
 JU1855
 JU1855.The orthometric height was determined by differential leveling
 JU1855.and adjusted in June 1991.
 JU1855
 JU1855.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1855
 JU1855  NGVD 29 (??/??/??)    5.558  (m)           18.23   (f) ADJUSTED    2 0
 JU1855
 JU1855.Superseded values are not recommended for survey control.
 JU1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1855.See file dsdata.txt to determine how the superseded data were derived.
 JU1855
 JU1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ440954(NAD 83)
 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_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 = MARCH  2, 2009
 HU0131 ***********************************************************************
 HU0131  DESIGNATION -  D 27
 HU0131  PID         -  HU0131
 HU0131  STATE/COUNTY-  DE/SUSSEX
 HU0131  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0131
 HU0131                         *CURRENT SURVEY CONTROL
 HU0131  ___________________________________________________________________
 HU0131* NAD 83(1986)-  38 43 17.     (N)    075 07 16.     (W)     SCALED    
 HU0131* NAVD 88     -         8.684  (meters)      28.49   (feet)  ADJUSTED  
 HU0131  ___________________________________________________________________
 HU0131  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU0131  DYNAMIC HT  -           8.679 (meters)      28.47  (feet)  COMP
 HU0131  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 HU0131
 HU0131  VERT ORDER  -  SECOND    CLASS 0
 HU0131
 HU0131.The horizontal coordinates were scaled from a topographic map and have
 HU0131.an estimated accuracy of +/- 6 seconds.
 HU0131
 HU0131.The orthometric height was determined by differential leveling
 HU0131.and adjusted in June 1991.
 HU0131
 HU0131.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0131;SPC DE       -    80,120.      225,700.      MT  (+/- 180 meters Scaled)
 HU0131
 HU0131                          SUPERSEDED SURVEY CONTROL
 HU0131
 HU0131  NGVD 29 (??/??/??)    8.920  (m)           29.27   (f) ADJUSTED    2 0
 HU0131
 HU0131.Superseded values are not recommended for survey control.
 HU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0131.See file dsdata.txt to determine how the superseded data were derived.
 HU0131
 HU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH894858(NAD 83)
 HU0131_MARKER: DB = BENCH MARK DISK
 HU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0131_SP_SET: CONCRETE POST
 HU0131_STAMPING: D 27 1961
 HU0131_MARK LOGO: CGS   
 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 - May 01, 1989
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0865 ***********************************************************************
 HU0865  DESIGNATION -  D 3
 HU0865  PID         -  HU0865
 HU0865  STATE/COUNTY-  DE/KENT
 HU0865  USGS QUAD   -  HARRINGTON (1993)
 HU0865
 HU0865                         *CURRENT SURVEY CONTROL
 HU0865  ___________________________________________________________________
 HU0865* NAD 83(1986)-  38 55 25.     (N)    075 34 42.     (W)     SCALED    
 HU0865* NAVD 88     -        18.823  (meters)      61.76   (feet)  ADJUSTED  
 HU0865  ___________________________________________________________________
 HU0865  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 HU0865  DYNAMIC HT  -          18.812 (meters)      61.72  (feet)  COMP
 HU0865  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 HU0865
 HU0865  VERT ORDER  -  FIRST     CLASS I
 HU0865
 HU0865.The horizontal coordinates were scaled from a topographic map and have
 HU0865.an estimated accuracy of +/- 6 seconds.
 HU0865
 HU0865.The orthometric height was determined by differential leveling
 HU0865.and adjusted in June 1991.
 HU0865
 HU0865.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0865
 HU0865  NGVD 29 (??/??/??)   19.065  (m)           62.55   (f) ADJUSTED    1 1
 HU0865
 HU0865.Superseded values are not recommended for survey control.
 HU0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0865.See file dsdata.txt to determine how the superseded data were derived.
 HU0865
 HU0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498084(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0865+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0201 ***********************************************************************
 HU0201  DESIGNATION -  D 30
 HU0201  PID         -  HU0201
 HU0201  STATE/COUNTY-  DE/SUSSEX
 HU0201  USGS QUAD   -  LEWES (1991)
 HU0201
 HU0201                         *CURRENT SURVEY CONTROL
 HU0201  ___________________________________________________________________
 HU0201* NAD 83(1986)-  38 49 33.     (N)    075 12 35.     (W)     SCALED    
 HU0201* NAVD 88     -         2.207  (meters)       7.24   (feet)  ADJUSTED  
 HU0201  ___________________________________________________________________
 HU0201  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0201  DYNAMIC HT  -           2.205 (meters)       7.23  (feet)  COMP
 HU0201  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 HU0201
 HU0201  VERT ORDER  -  SECOND    CLASS 0
 HU0201
 HU0201.The horizontal coordinates were scaled from a topographic map and have
 HU0201.an estimated accuracy of +/- 6 seconds.
 HU0201
 HU0201.The orthometric height was determined by differential leveling
 HU0201.and adjusted in June 1991.
 HU0201
 HU0201.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0201
 HU0201  NGVD 29 (??/??/??)    2.446  (m)            8.02   (f) ADJUSTED    2 0
 HU0201
 HU0201.Superseded values are not recommended for survey control.
 HU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0201.See file dsdata.txt to determine how the superseded data were derived.
 HU0201
 HU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH817974(NAD 83)
 HU0201_MARKER: DB = BENCH MARK DISK
 HU0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0201_SP_SET: BUILDING
 HU0201_STAMPING: D 30 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0186 ***********************************************************************
 HU0186  DESIGNATION -  D 33
 HU0186  PID         -  HU0186
 HU0186  STATE/COUNTY-  DE/SUSSEX
 HU0186  USGS QUAD   -  ELLENDALE (1992)
 HU0186
 HU0186                         *CURRENT SURVEY CONTROL
 HU0186  ___________________________________________________________________
 HU0186* NAD 83(1986)-  38 50 03.     (N)    075 23 17.     (W)     SCALED    
 HU0186* NAVD 88     -         9.479  (meters)      31.10   (feet)  ADJUSTED  
 HU0186  ___________________________________________________________________
 HU0186  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0186  DYNAMIC HT  -           9.474 (meters)      31.08  (feet)  COMP
 HU0186  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 HU0186
 HU0186  VERT ORDER  -  SECOND    CLASS II
 HU0186
 HU0186.The horizontal coordinates were scaled from a topographic map and have
 HU0186.an estimated accuracy of +/- 6 seconds.
 HU0186
 HU0186.The orthometric height was determined by differential leveling
 HU0186.and adjusted in June 1991.
 HU0186
 HU0186.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0186
 HU0186  NGVD 29 (??/??/??)    9.720  (m)           31.89   (f) ADJUSTED    2 0
 HU0186
 HU0186.Superseded values are not recommended for survey control.
 HU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0186.See file dsdata.txt to determine how the superseded data were derived.
 HU0186
 HU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH663984(NAD 83)
 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 - July 15, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0747 ***********************************************************************
 HU0747  DESIGNATION -  D 34
 HU0747  PID         -  HU0747
 HU0747  STATE/COUNTY-  DE/SUSSEX
 HU0747  USGS QUAD   -  GREENWOOD (1992)
 HU0747
 HU0747                         *CURRENT SURVEY CONTROL
 HU0747  ___________________________________________________________________
 HU0747* NAD 83(1986)-  38 48 22.91   (N)    075 35 33.14   (W)     HD_HELD1  
 HU0747* NAVD 88     -        14.600  (meters)      47.90   (feet)  ADJUSTED  
 HU0747  ___________________________________________________________________
 HU0747  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 HU0747  DYNAMIC HT  -          14.591 (meters)      47.87  (feet)  COMP
 HU0747  MODELED GRAV-     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 established by differentially corrected
 HU0747.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0747
 HU0747.The orthometric height was determined by differential leveling
 HU0747.and adjusted in June 1991.
 HU0747
 HU0747.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 HU0747
 HU0747  NGVD 29 (??/??/??)   14.847  (m)           48.71   (f) ADJUSTED    1 1
 HU0747
 HU0747.Superseded values are not recommended for survey control.
 HU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0747.See file dsdata.txt to determine how the superseded data were derived.
 HU0747
 HU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4855195456(NAD 83)
 HU0747_MARKER: DB = BENCH MARK DISK
 HU0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0747_SP_SET: 64 FEET
 HU0747_STAMPING: D 34 1963
 HU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0747
 HU0747  HISTORY     - Date     Condition        Report By
 HU0747  HISTORY     - 1963     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1355 ***********************************************************************
 JU1355  DESIGNATION -  D 36
 JU1355  PID         -  JU1355
 JU1355  STATE/COUNTY-  DE/KENT
 JU1355  USGS QUAD   -  WYOMING (1993)
 JU1355
 JU1355                         *CURRENT SURVEY CONTROL
 JU1355  ___________________________________________________________________
 JU1355* NAD 83(1986)-  39 06 59.     (N)    075 33 06.     (W)     SCALED    
 JU1355* NAVD 88     -        13.120  (meters)      43.04   (feet)  ADJUSTED  
 JU1355  ___________________________________________________________________
 JU1355  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU1355  DYNAMIC HT  -          13.113 (meters)      43.02  (feet)  COMP
 JU1355  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 JU1355
 JU1355  VERT ORDER  -  FIRST     CLASS I
 JU1355
 JU1355.The horizontal coordinates were scaled from a topographic map and have
 JU1355.an estimated accuracy of +/- 6 seconds.
 JU1355
 JU1355.The orthometric height was determined by differential leveling
 JU1355.and adjusted in June 1991.
 JU1355
 JU1355.The geoid height was determined by GEOID03.
 JU1355
 JU1355.The dynamic height is computed by dividing the NAVD 88
 JU1355.geopotential number by the normal gravity value computed on the
 JU1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1355.degrees latitude (g = 980.6199 gals.).
 JU1355
 JU1355.The modeled gravity was interpolated from observed gravity values.
 JU1355
 JU1355;                    North         East    Units  Estimated Accuracy
 JU1355;SPC DE       -   123,940.      188,330.      MT  (+/- 180 meters Scaled)
 JU1355
 JU1355                          SUPERSEDED SURVEY CONTROL
 JU1355
 JU1355  NGVD 29 (??/??/??)   13.357  (m)           43.82   (f) ADJUSTED    1 1
 JU1355
 JU1355.Superseded values are not recommended for survey control.
 JU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1355.See file dsdata.txt to determine how the superseded data were derived.
 JU1355
 JU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ523298(NAD 83)
 JU1355_MARKER: DB = BENCH MARK DISK
 JU1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1355_SP_SET: FOUNDATION
 JU1355_STAMPING: D 36 1963
 JU1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1355
 JU1355  HISTORY     - Date     Condition        Report By
 JU1355  HISTORY     - 1963     MONUMENTED       CGS
 JU1355  HISTORY     - 1981     GOOD             UDE
 JU1355  HISTORY     - 19990820 MARK NOT FOUND   USPSQD
 JU1355
 JU1355                          STATION DESCRIPTION
 JU1355
 JU1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1355'AT CAMDEN.
 JU1355'AT CAMDEN, ABOUT 0.5 MILE EAST ALONG CAMDEN-WYOMING AVENUE FROM
 JU1355'THE CROSSING OF THE PENNSYLVANIA RAILROAD AT WYOMING, AT THE
 JU1355'CAESAR RODNEY SCHOOL, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 JU1355'CONCRETE FOUNDATION OF THE MOST SOUTHEAST SECTION OF THE BUILDING,
 JU1355'87.5 FEET SOUTHEAST OF THE ENTRANCE TO THIS SECTION BUILDING, 3.1
 JU1355'FEET NORTHWEST OF SOUTH CORNER OF THE BUILDING, AND 1 FOOT ABOVE
 JU1355'LEVEL OF GROUND.
 JU1355
 JU1355                          STATION RECOVERY (1981)
 JU1355
 JU1355'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1355'ADD: MARK IS JUST TO THE LEFT AND BELOW 1950 CORNER STORE.
 JU1355
 JU1355                          STATION RECOVERY (1999)
 JU1355
 JU1355'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1348 ***********************************************************************
 JU1348  DESIGNATION -  D 37
 JU1348  PID         -  JU1348
 JU1348  STATE/COUNTY-  DE/KENT
 JU1348  USGS QUAD   -  SMYRNA (1993)
 JU1348
 JU1348                         *CURRENT SURVEY CONTROL
 JU1348  ___________________________________________________________________
 JU1348* NAD 83(1991)-  39 18 22.70315(N)    075 35 14.80162(W)     ADJUSTED  
 JU1348* NAVD 88     -         4.425  (meters)      14.52   (feet)  ADJUSTED  
 JU1348  ___________________________________________________________________
 JU1348  X           -   1,230,032.878 (meters)                     COMP
 JU1348  Y           -  -4,786,307.369 (meters)                     COMP
 JU1348  Z           -   4,018,668.405 (meters)                     COMP
 JU1348  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JU1348  ELLIP HEIGHT-         -29.429 (meters)          (01/27/92) ADJUSTED
 JU1348  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU1348  DYNAMIC HT  -           4.422 (meters)      14.51  (feet)  COMP
 JU1348  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 JU1348
 JU1348  HORZ ORDER  -  THIRD
 JU1348  VERT ORDER  -  FIRST     CLASS I
 JU1348  ELLP ORDER  -  FOURTH    CLASS I
 JU1348
 JU1348.The horizontal coordinates were established by GPS observations
 JU1348.and adjusted by the National Geodetic Survey in January 1992.
 JU1348
 JU1348.The orthometric height was determined by differential leveling
 JU1348.and adjusted in June 1991.
 JU1348
 JU1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1348
 JU1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1348
 JU1348.The ellipsoidal height was determined by GPS observations
 JU1348.and is referenced to NAD 83.
 JU1348
 JU1348.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1348;SPC DE       -   145,024.798   185,270.163   MT  0.99999767   -0 06 29.5
 JU1348;SPC DE       -   475,802.19    607,840.53   sFT  0.99999767   -0 06 29.5
 JU1348;UTM  18      - 4,350,933.111   449,351.990   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                          SUPERSEDED SURVEY CONTROL
 JU1348
 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  NGVD 29 (??/??/??)    4.664  (m)           15.30   (f) ADJUSTED    1 1
 JU1348
 JU1348.Superseded values are not recommended for survey control.
 JU1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1348.See file dsdata.txt to determine how the superseded data were derived.
 JU1348
 JU1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4935250933(NAD 83)
 JU1348_MARKER: DB = BENCH MARK DISK
 JU1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1348_STAMPING: D 37 1963
 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 07, 2008
 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
 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
 JU1348'FROM UTILITY POLE DEC 73739/JSI75-34, SOUTHERLY (ACROSS RT.6) 18.9
 JU1348'METERS (62.0 FT)
 JU1348'FROM UTILITY POLE DEC 73742/JSI75-35L1, EASTERLY (ALONG RT.6) 764.4
 JU1348'METERS (233.0 FT)
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1386 ***********************************************************************
 JU1386  DESIGNATION -  D 39
 JU1386  PID         -  JU1386
 JU1386  STATE/COUNTY-  DE/NEW CASTLE
 JU1386  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1386
 JU1386                         *CURRENT SURVEY CONTROL
 JU1386  ___________________________________________________________________
 JU1386* NAD 83(1986)-  39 42 50.     (N)    075 34 44.     (W)     SCALED    
 JU1386* NAVD 88     -         2.669  (meters)       8.76   (feet)  ADJUSTED  
 JU1386  ___________________________________________________________________
 JU1386  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1386  DYNAMIC HT  -           2.667 (meters)       8.75  (feet)  COMP
 JU1386  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 JU1386
 JU1386  VERT ORDER  -  FIRST     CLASS I
 JU1386
 JU1386.The horizontal coordinates were scaled from a topographic map and have
 JU1386.an estimated accuracy of +/- 6 seconds.
 JU1386
 JU1386.The orthometric height was determined by differential leveling
 JU1386.and adjusted in June 1991.
 JU1386
 JU1386.The geoid height was determined by GEOID03.
 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       -   190,280.      186,090.      MT  (+/- 180 meters Scaled)
 JU1386
 JU1386                          SUPERSEDED SURVEY CONTROL
 JU1386
 JU1386  NGVD 29 (01/10/92)    2.924  (m)            9.59   (f) ADJUSTED    1 1
 JU1386
 JU1386.Superseded values are not recommended for survey control.
 JU1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1386.See file dsdata.txt to determine how the superseded data were derived.
 JU1386
 JU1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503961(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1860 ***********************************************************************
 JU1860  DESIGNATION -  D 40
 JU1860  PID         -  JU1860
 JU1860  STATE/COUNTY-  DE/NEW CASTLE
 JU1860  USGS QUAD   -  ELKTON (1992)
 JU1860
 JU1860                         *CURRENT SURVEY CONTROL
 JU1860  ___________________________________________________________________
 JU1860* NAD 83(1986)-  39 36 16.     (N)    075 45 12.     (W)     SCALED    
 JU1860* NAVD 88     -        18.798  (meters)      61.67   (feet)  ADJUSTED  
 JU1860  ___________________________________________________________________
 JU1860  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1860  DYNAMIC HT  -          18.790 (meters)      61.65  (feet)  COMP
 JU1860  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 JU1860
 JU1860  VERT ORDER  -  FIRST     CLASS I
 JU1860
 JU1860.The horizontal coordinates were scaled from a topographic map and have
 JU1860.an estimated accuracy of +/- 6 seconds.
 JU1860
 JU1860.The orthometric height was determined by differential leveling
 JU1860.and adjusted in June 1991.
 JU1860
 JU1860.The geoid height was determined by GEOID03.
 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       -   178,170.      171,090.      MT  (+/- 180 meters Scaled)
 JU1860
 JU1860                          SUPERSEDED SURVEY CONTROL
 JU1860
 JU1860  NGVD 29 (??/??/??)   19.035  (m)           62.45   (f) ADJUSTED    1 1
 JU1860
 JU1860.Superseded values are not recommended for survey control.
 JU1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1860.See file dsdata.txt to determine how the superseded data were derived.
 JU1860
 JU1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ353841(NAD 83)
 JU1860_MARKER: DB = BENCH MARK DISK
 JU1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1860_SP_SET: CULVERT
 JU1860_STAMPING: D 40 1971
 JU1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1860
 JU1860  HISTORY     - Date     Condition        Report By
 JU1860  HISTORY     - 1971     MONUMENTED       NGS
 JU1860  HISTORY     - 1982     GOOD             USPSQD
 JU1860  HISTORY     - 19910216 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2214 ***********************************************************************
 JU2214  DESIGNATION -  D 41
 JU2214  PID         -  JU2214
 JU2214  STATE/COUNTY-  DE/NEW CASTLE
 JU2214  USGS QUAD   -  MARCUS HOOK (1993)
 JU2214
 JU2214                         *CURRENT SURVEY CONTROL
 JU2214  ___________________________________________________________________
 JU2214* NAD 83(1986)-  39 46 30.     (N)    075 28 54.     (W)     SCALED    
 JU2214* NAVD 88     -         2.732  (meters)       8.96   (feet)  ADJUSTED  
 JU2214  ___________________________________________________________________
 JU2214  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU2214  DYNAMIC HT  -           2.731 (meters)       8.96  (feet)  COMP
 JU2214  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 JU2214
 JU2214  VERT ORDER  -  FIRST     CLASS II
 JU2214
 JU2214.The horizontal coordinates were scaled from a topographic map and have
 JU2214.an estimated accuracy of +/- 6 seconds.
 JU2214
 JU2214.The orthometric height was determined by differential leveling
 JU2214.and adjusted in June 1991.
 JU2214
 JU2214.The geoid height was determined by GEOID03.
 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       -   197,050.      194,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2214.See file dsdata.txt to determine how the superseded data were derived.
 JU2214
 JU2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK587028(NAD 83)
 JU2214_MARKER: DB = BENCH MARK DISK
 JU2214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2214_SP_SET: STAINLESS STEEL ROD
 JU2214_STAMPING: D 41 1979
 JU2214_PROJECTION: FLUSH
 JU2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2214+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4132 ***********************************************************************
 JU4132  DESIGNATION -  D 42
 JU4132  PID         -  JU4132
 JU4132  STATE/COUNTY-  DE/NEW CASTLE
 JU4132  USGS QUAD   -  NEWARK EAST (1993)
 JU4132
 JU4132                         *CURRENT SURVEY CONTROL
 JU4132  ___________________________________________________________________
 JU4132* NAD 83(1986)-  39 42 36.     (N)    075 44 40.     (W)     SCALED    
 JU4132* NAVD 88     -        88.518  (meters)     290.41   (feet)  ADJUSTED  
 JU4132  ___________________________________________________________________
 JU4132  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU4132  DYNAMIC HT  -          88.476 (meters)     290.27  (feet)  COMP
 JU4132  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 JU4132
 JU4132  VERT ORDER  -  SECOND    CLASS II
 JU4132
 JU4132.The horizontal coordinates were scaled from a topographic map and have
 JU4132.an estimated accuracy of +/- 6 seconds.
 JU4132
 JU4132.The orthometric height was determined by differential leveling
 JU4132.and adjusted in March 1994.
 JU4132
 JU4132.The geoid height was determined by GEOID03.
 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       -   189,880.      171,890.      MT  (+/- 180 meters Scaled)
 JU4132
 JU4132                          SUPERSEDED SURVEY CONTROL
 JU4132
 JU4132.No superseded survey control is available for this station.
 JU4132
 JU4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ361958(NAD 83)
 JU4132_MARKER: I = METAL ROD
 JU4132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4132_SP_SET: STAINLESS STEEL ROD
 JU4132_STAMPING: D 42 1990
 JU4132_MARK LOGO: NGS   
 JU4132_PROJECTION: FLUSH
 JU4132_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4132+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6533 ***********************************************************************
 DK6533  DESIGNATION -  D 43
 DK6533  PID         -  DK6533
 DK6533  STATE/COUNTY-  DE/SUSSEX
 DK6533  USGS QUAD   -  MILTON (1992)
 DK6533
 DK6533                         *CURRENT SURVEY CONTROL
 DK6533  ___________________________________________________________________
 DK6533* NAD 83(1986)-  38 51 22.     (N)    075 20 33.     (W)     SCALED    
 DK6533* NAVD 88     -         9.326  (meters)      30.60   (feet)  ADJUSTED  
 DK6533  ___________________________________________________________________
 DK6533  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DK6533  DYNAMIC HT  -           9.320 (meters)      30.58  (feet)  COMP
 DK6533  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 DK6533
 DK6533  VERT ORDER  -  SECOND    CLASS II
 DK6533
 DK6533.The horizontal coordinates were scaled from a topographic map and have
 DK6533.an estimated accuracy of +/- 6 seconds.
 DK6533
 DK6533.The orthometric height was determined by differential leveling
 DK6533.and adjusted in September 2008.
 DK6533
 DK6533.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6533
 DK6533.No superseded survey control is available for this station.
 DK6533
 DK6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ702008(NAD 83)
 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 - July 14, 2008
 DK6533
 DK6533  HISTORY     - Date     Condition        Report By
 DK6533  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6533  HISTORY     - 20080714 GOOD             DEDT
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2827 ***********************************************************************
 HU2827  DESIGNATION -  D 8 RESET
 HU2827  PID         -  HU2827
 HU2827  STATE/COUNTY-  DE/SUSSEX
 HU2827  USGS QUAD   -  LAUREL (1992)
 HU2827
 HU2827                         *CURRENT SURVEY CONTROL
 HU2827  ___________________________________________________________________
 HU2827* NAD 83(1986)-  38 32 39.     (N)    075 30 09.     (W)     SCALED    
 HU2827* NAVD 88     -         9.46   (meters)      31.0    (feet)  RESET     
 HU2827  ___________________________________________________________________
 HU2827  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU2827  VERT ORDER  -  THIRD
 HU2827
 HU2827.The horizontal coordinates were scaled from a topographic map and have
 HU2827.an estimated accuracy of +/- 6 seconds.
 HU2827
 HU2827.The orthometric height was computed from unverified reset data.
 HU2827.No vertical observational check was made to the station.
 HU2827
 HU2827.The geoid height was determined by GEOID03.
 HU2827
 HU2827;                    North         East    Units  Estimated Accuracy
 HU2827;SPC DE       -    60,410.      192,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2827.See file dsdata.txt to determine how the superseded data were derived.
 HU2827
 HU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH562663(NAD 83)
 HU2827_MARKER: DV = VERTICAL CONTROL DISK
 HU2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2827_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0351 ***********************************************************************
 HU0351  DESIGNATION -  D 9
 HU0351  PID         -  HU0351
 HU0351  STATE/COUNTY-  DE/SUSSEX
 HU0351  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0351
 HU0351                         *CURRENT SURVEY CONTROL
 HU0351  ___________________________________________________________________
 HU0351* NAD 83(1986)-  38 28 21.     (N)    075 17 22.     (W)     SCALED    
 HU0351* NAVD 88     -        11.440  (meters)      37.53   (feet)  ADJUSTED  
 HU0351  ___________________________________________________________________
 HU0351  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 HU0351  DYNAMIC HT  -          11.433 (meters)      37.51  (feet)  COMP
 HU0351  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 HU0351
 HU0351  VERT ORDER  -  SECOND    CLASS 0
 HU0351
 HU0351.The horizontal coordinates were scaled from a topographic map and have
 HU0351.an estimated accuracy of +/- 6 seconds.
 HU0351
 HU0351.The orthometric height was determined by differential leveling
 HU0351.and adjusted in June 1991.
 HU0351
 HU0351.The geoid height was determined by GEOID03.
 HU0351
 HU0351.The dynamic height is computed by dividing the NAVD 88
 HU0351.geopotential number by the normal gravity value computed on the
 HU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0351.degrees latitude (g = 980.6199 gals.).
 HU0351
 HU0351.The modeled gravity was interpolated from observed gravity values.
 HU0351
 HU0351;                    North         East    Units  Estimated Accuracy
 HU0351;SPC DE       -    52,460.      211,100.      MT  (+/- 180 meters Scaled)
 HU0351
 HU0351                          SUPERSEDED SURVEY CONTROL
 HU0351
 HU0351  NGVD 29 (??/??/??)   11.681  (m)           38.32   (f) ADJUSTED    2 0
 HU0351
 HU0351.Superseded values are not recommended for survey control.
 HU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0351.See file dsdata.txt to determine how the superseded data were derived.
 HU0351
 HU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH747582(NAD 83)
 HU0351_MARKER: DB = BENCH MARK DISK
 HU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0351_STAMPING: D 9 1942
 HU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0351+STABILITY: SURFACE MOTION
 HU0351
 HU0351  HISTORY     - Date     Condition        Report By
 HU0351  HISTORY     - 1942     MONUMENTED       CGS
 HU0351  HISTORY     - 1943     GOOD             CGS
 HU0351  HISTORY     - 1981     GOOD             UDE
 HU0351
 HU0351                          STATION DESCRIPTION
 HU0351
 HU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0351'4.3 MI W FROM SELBYVILLE.
 HU0351'4.3 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0351'AT SELBYVILLE, SUSSEX COUNTY, IN A WOODED AREA, AT HIGHWAY
 HU0351'STATION P.C. 199, 28 FEET NORTH OF THE CENTER LINE OF THE
 HU0351'HIGHWAY, AND ABOUT 2 FEET EAST OF A WITNESS POST.  A STANDARD
 HU0351'DISK, STAMPED D 9 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0351
 HU0351                          STATION RECOVERY (1943)
 HU0351
 HU0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0351'RECOVERED IN GOOD CONDITION.
 HU0351
 HU0351                          STATION RECOVERY (1981)
 HU0351
 HU0351'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1406 ***********************************************************************
 HU1406  DESIGNATION -  DAGSBORO DEL POWER S STACK
 HU1406  PID         -  HU1406
 HU1406  STATE/COUNTY-  DE/SUSSEX
 HU1406  USGS QUAD   -  FRANKFORD (1991)
 HU1406
 HU1406                         *CURRENT SURVEY CONTROL
 HU1406  ___________________________________________________________________
 HU1406* NAD 83(1991)-  38 35 09.34586(N)    075 14 05.77901(W)     ADJUSTED  
 HU1406* NAVD 88     -              **(meters)            **(feet)            
 HU1406  ___________________________________________________________________
 HU1406  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HU1406  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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
 HU1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1406
 HU1406.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1406
 HU1406  NAD 83(1986)-  38 35 09.33409(N)    075 14 05.79628(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1406.See file dsdata.txt to determine how the superseded data were derived.
 HU1406
 HU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7953870855(NAD 83)
 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 = MARCH  2, 2009
 HU1407 ***********************************************************************
 HU1407  DESIGNATION -  DAGSBORO DEL POWER N STACK
 HU1407  PID         -  HU1407
 HU1407  STATE/COUNTY-  DE/SUSSEX
 HU1407  USGS QUAD   -  FRANKFORD (1991)
 HU1407
 HU1407                         *CURRENT SURVEY CONTROL
 HU1407  ___________________________________________________________________
 HU1407* NAD 83(1991)-  38 35 09.98023(N)    075 14 05.77771(W)     ADJUSTED  
 HU1407* NAVD 88     -              **(meters)            **(feet)            
 HU1407  ___________________________________________________________________
 HU1407  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HU1407  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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
 HU1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1407
 HU1407.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1407
 HU1407  NAD 83(1986)-  38 35 09.96841(N)    075 14 05.79504(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1407.See file dsdata.txt to determine how the superseded data were derived.
 HU1407
 HU1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7953870874(NAD 83)
 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 = MARCH  2, 2009
 HU1441 ***********************************************************************
 HU1441  DESIGNATION -  DAISY MARSH 2 1909
 HU1441  PID         -  HU1441
 HU1441  STATE/COUNTY-  DE/SUSSEX
 HU1441  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1441
 HU1441                         *CURRENT SURVEY CONTROL
 HU1441  ___________________________________________________________________
 HU1441* NAD 83(1991)-  38 29 23.15150(N)    075 03 02.64308(W)     ADJUSTED  
 HU1441* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1441  ___________________________________________________________________
 HU1441  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HU1441  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1441
 HU1441.The geoid height was determined by GEOID03.
 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       -   1.00000519  x   1.00000755  =   1.00001274
 HU1441!UTM  18      -   1.00000519  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|---------------------------------------------------------------------|
 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
 HU1441.Superseded values are not recommended for survey control.
 HU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1441.See file dsdata.txt to determine how the superseded data were derived.
 HU1441
 HU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557560159(NAD 83)
 HU1441_MARKER: Z = SEE DESCRIPTION
 HU1441_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 HU1415 ***********************************************************************
 HU1415  DESIGNATION -  DARK TWO STORY HOUSE SW GABLE
 HU1415  PID         -  HU1415
 HU1415  STATE/COUNTY-  DE/SUSSEX
 HU1415  USGS QUAD   -  FRANKFORD (1991)
 HU1415
 HU1415                         *CURRENT SURVEY CONTROL
 HU1415  ___________________________________________________________________
 HU1415* NAD 83(1991)-  38 35 34.52897(N)    075 11 17.70298(W)     ADJUSTED  
 HU1415* NAVD 88     -              **(meters)            **(feet)            
 HU1415  ___________________________________________________________________
 HU1415  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HU1415  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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
 HU1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1415
 HU1415.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1415
 HU1415  NAD 83(1986)-  38 35 34.51565(N)    075 11 17.71937(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1415.See file dsdata.txt to determine how the superseded data were derived.
 HU1415
 HU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8360671621(NAD 83)
 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 = MARCH  2, 2009
 HU1691 ***********************************************************************
 HU1691  DESIGNATION -  DAVISON
 HU1691  PID         -  HU1691
 HU1691  STATE/COUNTY-  DE/SUSSEX
 HU1691  USGS QUAD   -  PITTSVILLE (1992)
 HU1691
 HU1691                         *CURRENT SURVEY CONTROL
 HU1691  ___________________________________________________________________
 HU1691* NAD 83(1991)-  38 28 12.37462(N)    075 29 14.40606(W)     ADJUSTED  
 HU1691* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 HU1691  ___________________________________________________________________
 HU1691  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HU1691  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1691
 HU1691.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1691.See file dsdata.txt to determine how the superseded data were derived.
 HU1691
 HU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5748858089(NAD 83)
 HU1691_MARKER: DS = TRIANGULATION STATION DISK
 HU1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1340 ***********************************************************************
 HU1340  DESIGNATION -  DE VRIES
 HU1340  PID         -  HU1340
 HU1340  STATE/COUNTY-  DE/SUSSEX
 HU1340  USGS QUAD   -  LEWES (1991)
 HU1340
 HU1340                         *CURRENT SURVEY CONTROL
 HU1340  ___________________________________________________________________
 HU1340* NAD 83(1991)-  38 47 10.81741(N)    075 09 30.76491(W)     ADJUSTED  
 HU1340* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 HU1340  ___________________________________________________________________
 HU1340  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HU1340  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1340
 HU1340.The geoid height was determined by GEOID03.
 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       -  HARBOR OF REFUGE N END LIGHT             041 32 36.1
 HU1340:UTM  18      -  HARBOR OF REFUGE N END LIGHT             041 48 15.7
 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    3  
 HU1340
 HU1340.Superseded values are not recommended for survey control.
 HU1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1340.See file dsdata.txt to determine how the superseded data were derived.
 HU1340
 HU1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8623093079(NAD 83)
 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: CONCRETE 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 - September 27, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1349 ***********************************************************************
 HU1349  DESIGNATION -  DE VRIES 1933 AZ MK
 HU1349  PID         -  HU1349
 HU1349  STATE/COUNTY-  DE/SUSSEX
 HU1349  USGS QUAD   -  LEWES (1991)
 HU1349
 HU1349                         *CURRENT SURVEY CONTROL
 HU1349  ___________________________________________________________________
 HU1349* NAD 83(1991)-  38 47 23.89479(N)    075 09 32.90631(W)     ADJUSTED  
 HU1349* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 HU1349  ___________________________________________________________________
 HU1349  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HU1349  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1349
 HU1349.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1349
 HU1349.Superseded values are not recommended for survey control.
 HU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1349.See file dsdata.txt to determine how the superseded data were derived.
 HU1349
 HU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8617993482(NAD 83)
 HU1349_MARKER: DZ = AZIMUTH MARK DISK
 HU1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1349_SP_SET: TOP OF SQUARE 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 = MARCH  2, 2009
 HU1338 ***********************************************************************
 HU1338  DESIGNATION -  DE VRIES MON CEN NEAR DE VRIES
 HU1338  PID         -  HU1338
 HU1338  STATE/COUNTY-  DE/SUSSEX
 HU1338  USGS QUAD   -  LEWES (1991)
 HU1338
 HU1338                         *CURRENT SURVEY CONTROL
 HU1338  ___________________________________________________________________
 HU1338* NAD 83(1991)-  38 47 10.76374(N)    075 09 30.81254(W)     ADJUSTED  
 HU1338* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1338  ___________________________________________________________________
 HU1338  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HU1338  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1338
 HU1338.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1338
 HU1338  NAD 83(1986)-  38 47 10.75160(N)    075 09 30.82122(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1338.See file dsdata.txt to determine how the superseded data were derived.
 HU1338
 HU1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8622993077(NAD 83)
 HU1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1338+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1350 ***********************************************************************
 HU1350  DESIGNATION -  DE VRIES RM 1
 HU1350  PID         -  HU1350
 HU1350  STATE/COUNTY-  DE/SUSSEX
 HU1350  USGS QUAD   -  LEWES (1991)
 HU1350
 HU1350                         *CURRENT SURVEY CONTROL
 HU1350  ___________________________________________________________________
 HU1350* NAD 83(1991)-  38 47 10.09281(N)    075 09 29.81809(W)     ADJUSTED  
 HU1350* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 HU1350  ___________________________________________________________________
 HU1350  X           -   1,275,166.699 (meters)                     COMP
 HU1350  Y           -  -4,812,122.746 (meters)                     COMP
 HU1350  Z           -   3,973,819.200 (meters)                     COMP
 HU1350  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HU1350  ELLIP HEIGHT-         -30.699 (meters)          (08/09/06) ADJUSTED
 HU1350  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU1350  DYNAMIC HT  -           4.885 (meters)      16.03  (feet)  COMP
 HU1350  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 HU1350
 HU1350  HORZ ORDER  -  B
 HU1350  VERT ORDER  -  SECOND    CLASS II
 HU1350  ELLP ORDER  -  FOURTH    CLASS II
 HU1350
 HU1350.The horizontal coordinates were established by GPS observations
 HU1350.and adjusted by the National Geodetic Survey in August 2006.
 HU1350
 HU1350.The orthometric height was determined by differential leveling
 HU1350.and adjusted in September 2008.
 HU1350.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 HU1350
 HU1350.The ellipsoidal height was determined by GPS observations
 HU1350.and is referenced to NAD 83.
 HU1350
 HU1350.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU1350;SPC DE       -    87,295.559   222,449.993   MT  1.00000120   +0 09 42.7
 HU1350;SPC DE       -   286,402.18    729,821.35   sFT  1.00000120   +0 09 42.7
 HU1350;UTM  18      - 4,293,056.295   486,252.847   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  =   0.99960714
 HU1350
 HU1350:                Primary Azimuth Mark                     Grid Az
 HU1350:SPC DE       -  DE VRIES 1933 AZ MK                      349 54 19.4
 HU1350:UTM  18      -  DE VRIES 1933 AZ MK                      350 09 59.0
 HU1350
 HU1350|---------------------------------------------------------------------|
 HU1350| PID    Reference Object                     Distance      Geod. Az  |
 HU1350|                                                           dddmmss.s |
 HU1350| HU1349 DE VRIES 1933 AZ MK                 432.082 METERS 3500402.1 |
 HU1350|---------------------------------------------------------------------|
 HU1350
 HU1350                          SUPERSEDED SURVEY CONTROL
 HU1350
 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  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG    3  
 HU1350
 HU1350.Superseded values are not recommended for survey control.
 HU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1350.See file dsdata.txt to determine how the superseded data were derived.
 HU1350
 HU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8625393056(NAD 83)
 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 01, 2008
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3422 ***********************************************************************
 JU3422  DESIGNATION -  DEAKYNE 1834
 JU3422  PID         -  JU3422
 JU3422  STATE/COUNTY-  DE/NEW CASTLE
 JU3422  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3422
 JU3422                         *CURRENT SURVEY CONTROL
 JU3422  ___________________________________________________________________
 JU3422* NAD 83(1991)-  39 22 52.92693(N)    075 31 41.67917(W)     ADJUSTED  
 JU3422* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU3422  ___________________________________________________________________
 JU3422  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU3422  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3422
 JU3422.The geoid height was determined by GEOID03.
 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       -   1.00000439  x   0.99999614  =   1.00000053
 JU3422!SPC NJ       -   1.00000439  x   0.99999659  =   1.00000098
 JU3422!UTM  18      -   1.00000439  x   0.99962548  =   0.99962987
 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|---------------------------------------------------------------------|
 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
 JU3422.Superseded values are not recommended for survey control.
 JU3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3422.See file dsdata.txt to determine how the superseded data were derived.
 JU3422
 JU3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5450559232(NAD 83)
 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 = MARCH  2, 2009
 JU2522 ***********************************************************************
 JU2522  DESIGNATION -  DEEP
 JU2522  PID         -  JU2522
 JU2522  STATE/COUNTY-  DE/NEW CASTLE
 JU2522  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2522
 JU2522                         *CURRENT SURVEY CONTROL
 JU2522  ___________________________________________________________________
 JU2522* NAD 83(1991)-  39 43 26.03410(N)    075 31 59.52336(W)     ADJUSTED  
 JU2522* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 JU2522  ___________________________________________________________________
 JU2522  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JU2522  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2522
 JU2522.The geoid height was determined by GEOID03.
 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       -   1.00000484  x   0.99999623  =   1.00000107
 JU2522!SPC NJ       -   1.00000484  x   0.99999656  =   1.00000140
 JU2522!UTM  18      -   1.00000484  x   0.99962571  =   0.99963055
 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    3  
 JU2522
 JU2522.Superseded values are not recommended for survey control.
 JU2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2522.See file dsdata.txt to determine how the superseded data were derived.
 JU2522
 JU2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5430397249(NAD 83)
 JU2522_MARKER: DD = SURVEY DISK
 JU2522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2522_SP_SET: METAL PIPE AND CONCRETE SURROUND
 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 = MARCH  2, 2009
 JU3384 ***********************************************************************
 JU3384  DESIGNATION -  DEEP WATER 1842
 JU3384  PID         -  JU3384
 JU3384  STATE/COUNTY-  DE/KENT
 JU3384  USGS QUAD   -  LITTLE CREEK (1993)
 JU3384
 JU3384                         *CURRENT SURVEY CONTROL
 JU3384  ___________________________________________________________________
 JU3384* NAD 83(1991)-  39 11 54.59198(N)    075 23 11.08033(W)     ADJUSTED  
 JU3384* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3384  ___________________________________________________________________
 JU3384  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU3384  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3384
 JU3384.The geoid height was determined by GEOID03.
 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       -   1.00000543  x   0.99999508  =   1.00000051
 JU3384!SPC NJ       -   1.00000543  x   0.99997216  =   0.99997759
 JU3384!UTM  18      -   1.00000543  x   0.99961371  =   0.99961914
 JU3384
 JU3384:                Primary Azimuth Mark                     Grid Az
 JU3384:SPC DE       -  DEAKYNE 1834                             328 56 55.3
 JU3384:SPC NJ       -  DEAKYNE 1834                             329 31 41.0
 JU3384:UTM  18      -  DEAKYNE 1834                             329 12 43.3
 JU3384
 JU3384|---------------------------------------------------------------------|
 JU3384| PID    Reference Object                     Distance      Geod. Az  |
 JU3384|                                                           dddmmss.s |
 JU3384| JU3422 DEAKYNE 1834                        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
 JU3384.Superseded values are not recommended for survey control.
 JU3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3384.See file dsdata.txt to determine how the superseded data were derived.
 JU3384
 JU3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6663438876(NAD 83)
 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 = MARCH  2, 2009
 JU2523 ***********************************************************************
 JU2523  DESIGNATION -  DEEPWATER RANGE FRONT LIGHT
 JU2523  PID         -  JU2523
 JU2523  STATE/COUNTY-  DE/NEW CASTLE
 JU2523  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2523
 JU2523                         *CURRENT SURVEY CONTROL
 JU2523  ___________________________________________________________________
 JU2523* NAD 83(1991)-  39 40 45.76341(N)    075 31 02.05944(W)     ADJUSTED  
 JU2523* NAVD 88     -              **(meters)            **(feet)            
 JU2523  ___________________________________________________________________
 JU2523  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU2523  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2523  HORZ ORDER  -  THIRD
 JU2523
 JU2523.The horizontal coordinates were established by classical geodetic methods
 JU2523.and adjusted by the National Geodetic Survey in January 1992.
 JU2523
 JU2523
 JU2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2523
 JU2523.The geoid height was determined by GEOID03.
 JU2523
 JU2523;                    North         East     Units Scale Factor Converg.
 JU2523;SPC DE       -   186,435.836   191,371.774   MT  0.99999592   -0 03 51.2
 JU2523;SPC DE       -   611,664.91    627,858.90   sFT  0.99999592   -0 03 51.2
 JU2523;SPC NJ       -    94,413.519    62,737.025   MT  0.99999372   -0 38 58.3
 JU2523;SPC NJ       -   309,755.02    205,829.72   sFT  0.99999372   -0 38 58.3
 JU2523;UTM  18      - 4,392,300.219   455,642.743   MT  0.99962422   -0 19 48.9
 JU2523
 JU2523                          SUPERSEDED SURVEY CONTROL
 JU2523
 JU2523  NAD 83(1986)-  39 40 45.75839(N)    075 31 02.06431(W) AD(       ) 4
 JU2523
 JU2523.Superseded values are not recommended for survey control.
 JU2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2523.See file dsdata.txt to determine how the superseded data were derived.
 JU2523
 JU2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5564392300(NAD 83)
 JU2523_MARKER: 14 = NAVIGATION LIGHT
 JU2523_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2523
 JU2523  HISTORY     - Date     Condition        Report By
 JU2523  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2523  HISTORY     - 20070929 GOOD             GEOCAC
 JU2523
 JU2523                          STATION DESCRIPTION
 JU2523
 JU2523'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2523'THE STATION, DEEPWATER RANGE FRONT LIGHT, IS THE CENTER OF THE
 JU2523'LIGHT ATOP THE LIGHT STRUCTURE BOLTED TO THE CONCRETE BASE IN
 JU2523'THE DELAWARE RIVER.
 JU2523'
 JU2523'THE STATION IS LOCATED IN THE DELAWARE RIVER, SOUTH OF THE
 JU2523'DELAWARE MEMORIAL BRIDGE, ON THE EAST SIDE OF THE
 JU2523'CHANNEL.
 JU2523
 JU2523                          STATION RECOVERY (2007)
 JU2523
 JU2523'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2027 ***********************************************************************
 HU2027  DESIGNATION -  DELA
 HU2027  PID         -  HU2027
 HU2027  STATE/COUNTY-  DE/SUSSEX
 HU2027  USGS QUAD   -  SHARPTOWN (1992)
 HU2027
 HU2027                         *CURRENT SURVEY CONTROL
 HU2027  ___________________________________________________________________
 HU2027* NAD 83(1991)-  38 36 19.76396(N)    075 42 17.91907(W)     ADJUSTED  
 HU2027* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 HU2027  ___________________________________________________________________
 HU2027  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HU2027  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2027
 HU2027.The geoid height was determined by GEOID03.
 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  =   0.99965045
 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 1976             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    3  
 HU2027
 HU2027.Superseded values are not recommended for survey control.
 HU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2027.See file dsdata.txt to determine how the superseded data were derived.
 HU2027
 HU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3861773234(NAD 83)
 HU2027_MARKER: DS = TRIANGULATION STATION DISK
 HU2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2027
 HU2027  HISTORY     - Date     Condition        Report By
 HU2027  HISTORY     - 1962     MONUMENTED       CGS
 HU2027  HISTORY     - 1975     GOOD             NGS
 HU2027  HISTORY     - 1976     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1316 ***********************************************************************
 HU1316  DESIGNATION -  DELAWARE BREAKWATER W END LT
 HU1316  PID         -  HU1316
 HU1316  STATE/COUNTY-  DE/SUSSEX
 HU1316  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1316
 HU1316                         *CURRENT SURVEY CONTROL
 HU1316  ___________________________________________________________________
 HU1316* NAD 83(1991)-  38 48 01.79682(N)    075 06 59.91532(W)     ADJUSTED  
 HU1316* NAVD 88     -              **(meters)            **(feet)            
 HU1316  ___________________________________________________________________
 HU1316  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HU1316  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 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
 HU1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1316
 HU1316.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1316
 HU1316  NAD 83(1986)-  38 48 01.78417(N)    075 06 59.92363(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1316.See file dsdata.txt to determine how the superseded data were derived.
 HU1316
 HU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8987194645(NAD 83)
 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 = MARCH  2, 2009
 HU1320 ***********************************************************************
 HU1320  DESIGNATION -  DELAWARE BREAKWATER LIGHTHOUSE
 HU1320  PID         -  HU1320
 HU1320  STATE/COUNTY-  DE/SUSSEX
 HU1320  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1320
 HU1320                         *CURRENT SURVEY CONTROL
 HU1320  ___________________________________________________________________
 HU1320* NAD 83(1991)-  38 47 49.62848(N)    075 05 59.90864(W)     ADJUSTED  
 HU1320* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1320  ___________________________________________________________________
 HU1320  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HU1320  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1320
 HU1320.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 HU1320.Superseded values are not recommended for survey control.
 HU1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1320.See file dsdata.txt to determine how the superseded data were derived.
 HU1320
 HU1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9131894268(NAD 83)
 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 = MARCH  2, 2009
 JU1791 ***********************************************************************
 JU1791  DESIGNATION -  DELAWARE CITY
 JU1791  PID         -  JU1791
 JU1791  STATE/COUNTY-  DE/NEW CASTLE
 JU1791  USGS QUAD   -  DELAWARE CITY (1993)
 JU1791
 JU1791                         *CURRENT SURVEY CONTROL
 JU1791  ___________________________________________________________________
 JU1791* NAD 83(1986)-  39 34 33.     (N)    075 35 30.     (W)     SCALED    
 JU1791* NAVD 88     -         2.448  (meters)       8.03   (feet)  ADJUSTED  
 JU1791  ___________________________________________________________________
 JU1791  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU1791  DYNAMIC HT  -           2.446 (meters)       8.02  (feet)  COMP
 JU1791  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 JU1791
 JU1791  VERT ORDER  -  FIRST     CLASS I
 JU1791
 JU1791.The horizontal coordinates were scaled from a topographic map and have
 JU1791.an estimated accuracy of +/- 6 seconds.
 JU1791
 JU1791.The orthometric height was determined by differential leveling
 JU1791.and adjusted in June 1991.
 JU1791.WARNING-Repeat measurements at this control monument indicate possible
 JU1791.vertical movement.
 JU1791
 JU1791.The geoid height was determined by GEOID03.
 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       -   174,950.      184,960.      MT  (+/- 180 meters Scaled)
 JU1791
 JU1791                          SUPERSEDED SURVEY CONTROL
 JU1791
 JU1791  NGVD 29 (01/10/92)    2.706  (m)            8.88   (f) ADJUSTED    1 1
 JU1791
 JU1791.Superseded values are not recommended for survey control.
 JU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1791.See file dsdata.txt to determine how the superseded data were derived.
 JU1791
 JU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ491808(NAD 83)
 JU1791_MARKER: DB = BENCH MARK DISK
 JU1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1791_SP_SET: CONC APPROACH
 JU1791_STAMPING: DELAWARE CITY 1931 9.324
 JU1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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. HANDHELD COORDINATES
 JU1791'ARE N39-34-36.18 W075-35-26.88.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3773 ***********************************************************************
 JU3773  DESIGNATION -  DELAWARE CITY CANAL BRI N PIER
 JU3773  PID         -  JU3773
 JU3773  STATE/COUNTY-  DE/NEW CASTLE
 JU3773  USGS QUAD   -  DELAWARE CITY (1993)
 JU3773
 JU3773                         *CURRENT SURVEY CONTROL
 JU3773  ___________________________________________________________________
 JU3773* NAD 83(1991)-  39 33 30.12637(N)    075 34 59.18976(W)     ADJUSTED  
 JU3773* NAVD 88     -              **(meters)            **(feet)            
 JU3773  ___________________________________________________________________
 JU3773  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 JU3773  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 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
 JU3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3773
 JU3773.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3773
 JU3773  NAD 83(1986)-  39 33 30.11964(N)    075 34 59.19892(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3773.See file dsdata.txt to determine how the superseded data were derived.
 JU3773
 JU3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4990778905(NAD 83)
 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 = MARCH  2, 2009
 JU3774 ***********************************************************************
 JU3774  DESIGNATION -  DELAWARE CITY CANAL BRI S PIER
 JU3774  PID         -  JU3774
 JU3774  STATE/COUNTY-  DE/NEW CASTLE
 JU3774  USGS QUAD   -  DELAWARE CITY (1993)
 JU3774
 JU3774                         *CURRENT SURVEY CONTROL
 JU3774  ___________________________________________________________________
 JU3774* NAD 83(1991)-  39 33 28.12228(N)    075 34 58.50168(W)     ADJUSTED  
 JU3774* NAVD 88     -              **(meters)            **(feet)            
 JU3774  ___________________________________________________________________
 JU3774  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 JU3774  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 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
 JU3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3774
 JU3774.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3774
 JU3774  NAD 83(1986)-  39 33 28.11448(N)    075 34 58.51129(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3774.See file dsdata.txt to determine how the superseded data were derived.
 JU3774
 JU3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4992378843(NAD 83)
 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 = MARCH  2, 2009
 JU3772 ***********************************************************************
 JU3772  DESIGNATION -  DELAWARE CITY FORT DUPONT TANK
 JU3772  PID         -  JU3772
 JU3772  STATE/COUNTY-  DE/NEW CASTLE
 JU3772  USGS QUAD   -  DELAWARE CITY (1993)
 JU3772
 JU3772                         *CURRENT SURVEY CONTROL
 JU3772  ___________________________________________________________________
 JU3772* NAD 83(1991)-  39 34 03.11305(N)    075 35 06.98556(W)     ADJUSTED  
 JU3772* NAVD 88     -              **(meters)            **(feet)            
 JU3772  ___________________________________________________________________
 JU3772  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU3772  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU3772  HORZ ORDER  -  THIRD
 JU3772
 JU3772.The horizontal coordinates were established by classical geodetic methods
 JU3772.and adjusted by the National Geodetic Survey in January 1992.
 JU3772
 JU3772
 JU3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3772
 JU3772.The geoid height was determined by GEOID03.
 JU3772
 JU3772;                    North         East     Units Scale Factor Converg.
 JU3772;SPC DE       -   174,026.524   185,511.640   MT  0.99999758   -0 06 26.6
 JU3772;SPC DE       -   570,952.02    608,632.77   sFT  0.99999758   -0 06 26.6
 JU3772;SPC NJ       -    82,064.604    56,750.554   MT  1.00000702   -0 41 28.9
 JU3772;SPC NJ       -   269,240.29    186,189.11   sFT  1.00000702   -0 41 28.9
 JU3772;UTM  18      - 4,379,922.789   449,727.304   MT  0.99963112   -0 22 22.2
 JU3772
 JU3772                          SUPERSEDED SURVEY CONTROL
 JU3772
 JU3772  NAD 83(1986)-  39 34 03.10642(N)    075 35 06.99408(W) AD(       ) 4
 JU3772  NAD 27      -  39 34 02.70000(N)    075 35 08.26000(W) AD(       ) 3
 JU3772
 JU3772.Superseded values are not recommended for survey control.
 JU3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3772.See file dsdata.txt to determine how the superseded data were derived.
 JU3772
 JU3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4972779923(NAD 83)
 JU3772_MARKER: 51 = TANK
 JU3772
 JU3772  HISTORY     - Date     Condition        Report By
 JU3772  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3772  HISTORY     - 1975     GOOD             NGS
 JU3772  HISTORY     - 19910315 GOOD             USPSQD
 JU3772  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 JU3772  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU3772
 JU3772                          STATION DESCRIPTION
 JU3772
 JU3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3772'ABOUT 200 YARDS NE OF DELAWARE CITY - PORT PENN HIGHWAY, 0.3
 JU3772'MILE SE OF PARADE GROUNDS OF FORT DU PONT.
 JU3772'
 JU3772'TANK IS ABOUT 100 FEET HIGH, PAINTED BLACK.
 JU3772
 JU3772                          STATION RECOVERY (1975)
 JU3772
 JU3772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3772'PREVIOUS DESCRIPTIONS ADEQUATE FOR RECOVERY.  FORT DUPONT IS NOW
 JU3772'KNOWN AS GOVERNOR BACON HEALTH CENTER.
 JU3772
 JU3772                          STATION RECOVERY (1991)
 JU3772
 JU3772'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3772'RECOVERED IN GOOD CONDITION.
 JU3772
 JU3772                          STATION RECOVERY (2000)
 JU3772
 JU3772'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU3772'MARK NOT FOUND.
 JU3772
 JU3772                          STATION RECOVERY (2005)
 JU3772
 JU3772'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3772'THE DESCRIBED LOCATION AND POSITION IS AN EMPTY FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3769 ***********************************************************************
 JU3769  DESIGNATION -  DELAWARE CITY STANDPIPE
 JU3769  PID         -  JU3769
 JU3769  STATE/COUNTY-  DE/NEW CASTLE
 JU3769  USGS QUAD   -  DELAWARE CITY (1993)
 JU3769
 JU3769                         *CURRENT SURVEY CONTROL
 JU3769  ___________________________________________________________________
 JU3769* NAD 83(1991)-  39 34 27.97831(N)    075 35 38.53290(W)     ADJUSTED  
 JU3769* NAVD 88     -              **(meters)            **(feet)            
 JU3769  ___________________________________________________________________
 JU3769  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU3769  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU3769  HORZ ORDER  -  THIRD
 JU3769
 JU3769.The horizontal coordinates were established by classical geodetic methods
 JU3769.and adjusted by the National Geodetic Survey in January 1992.
 JU3769
 JU3769
 JU3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3769
 JU3769.The geoid height was determined by GEOID03.
 JU3769
 JU3769;                    North         East     Units Scale Factor Converg.
 JU3769;SPC DE       -   174,794.830   184,760.137   MT  0.99999786   -0 06 46.8
 JU3769;SPC DE       -   573,472.70    606,167.22   sFT  0.99999786   -0 06 46.8
 JU3769;SPC NJ       -    82,840.538    56,006.913   MT  1.00000874   -0 41 49.3
 JU3769;SPC NJ       -   271,786.00    183,749.35   sFT  1.00000874   -0 41 49.3
 JU3769;UTM  18      - 4,380,694.286   448,979.642   MT  0.99963205   -0 22 42.4
 JU3769
 JU3769                          SUPERSEDED SURVEY CONTROL
 JU3769
 JU3769  NAD 83(1986)-  39 34 27.97181(N)    075 35 38.54153(W) AD(       ) 4
 JU3769  NAD 27      -  39 34 27.56900(N)    075 35 39.80500(W) AD(       ) 3
 JU3769
 JU3769.Superseded values are not recommended for survey control.
 JU3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3769.See file dsdata.txt to determine how the superseded data were derived.
 JU3769
 JU3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4898080694(NAD 83)
 JU3769_MARKER: 52 = STANDPIPE TANK
 JU3769
 JU3769  HISTORY     - Date     Condition        Report By
 JU3769  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3769  HISTORY     - 1975     GOOD             NGS
 JU3769  HISTORY     - 1977     SEE DESCRIPTION  NGS
 JU3769  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU3769
 JU3769                          STATION DESCRIPTION
 JU3769
 JU3769'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3769'ON CLINTON STREET, ABOUT 150 YARDS W OF CLINTON, 50 YARDS E OF
 JU3769'WASHINGTON STREET, MUNICIPAL TANK FOR DELAWARE CITY.
 JU3769'
 JU3769'HEIGHT--100 FEET DIAMETER--10 FEET PAINTED ALUMINUM.
 JU3769
 JU3769                          STATION RECOVERY (1975)
 JU3769
 JU3769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3769'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THAT THE
 JU3769'NAME IS AS LISTED ABOVE.  THE TANK WAS CUT AND REBUILT BUT ON
 JU3769'THE SAME FOUNDATION.  THE NEW STANDPIPES LOWER SECTION IS THAT
 JU3769'OF THE OLD.  THE CENTER IS THE SAME.  THE STANDPIPE IS NOW
 JU3769'PAINTED GREEN.
 JU3769
 JU3769                          STATION RECOVERY (1977)
 JU3769
 JU3769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3769'REBUILT.
 JU3769
 JU3769                          STATION RECOVERY (2005)
 JU3769
 JU3769'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3769'THE STANDPIPE HAS BEEN RAZED AND REPLACED BY A TANK LOCATED ABOUT 0.25
 JU3769'MILES WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3614 ***********************************************************************
 JU3614  DESIGNATION -  DELAWARE PA BDRY MON W A 1961
 JU3614  PID         -  JU3614
 JU3614  STATE/COUNTY-  DE/NEW CASTLE
 JU3614  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3614
 JU3614                         *CURRENT SURVEY CONTROL
 JU3614  ___________________________________________________________________
 JU3614* NAD 83(1991)-  39 50 20.09795(N)    075 32 23.29035(W)     ADJUSTED  
 JU3614* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JU3614  ___________________________________________________________________
 JU3614  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JU3614  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3614
 JU3614.The geoid height was determined by GEOID03.
 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  =   0.99961311
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3614.See file dsdata.txt to determine how the superseded data were derived.
 JU3614
 JU3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5381410018(NAD 83)
 JU3614_MARKER: B = BOLT
 JU3614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3615 ***********************************************************************
 JU3615  DESIGNATION -  DELAWARE PA BDRY MON E B 1961
 JU3615  PID         -  JU3615
 JU3615  STATE/COUNTY-  DE/NEW CASTLE
 JU3615  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3615
 JU3615                         *CURRENT SURVEY CONTROL
 JU3615  ___________________________________________________________________
 JU3615* NAD 83(1991)-  39 50 20.02235(N)    075 32 22.12285(W)     ADJUSTED  
 JU3615* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JU3615  ___________________________________________________________________
 JU3615  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JU3615  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3615
 JU3615.The geoid height was determined by GEOID03.
 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  =   0.99961308
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3615.See file dsdata.txt to determine how the superseded data were derived.
 JU3615
 JU3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5384210016(NAD 83)
 JU3615_MARKER: B = BOLT
 JU3615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3412 ***********************************************************************
 JU3412  DESIGNATION -  DELAWARE R AND BAY MON 1933
 JU3412  PID         -  JU3412
 JU3412  STATE/COUNTY-  DE/NEW CASTLE
 JU3412  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3412
 JU3412                         *CURRENT SURVEY CONTROL
 JU3412  ___________________________________________________________________
 JU3412* NAD 83(1991)-  39 25 04.10335(N)    075 32 23.78611(W)     ADJUSTED  
 JU3412* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3412  ___________________________________________________________________
 JU3412  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU3412  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3412
 JU3412.The geoid height was determined by GEOID03.
 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       -   1.00000501  x   0.99999639  =   1.00000140
 JU3412!SPC NJ       -   1.00000501  x   0.99999870  =   1.00000371
 JU3412!UTM  18      -   1.00000501  x   0.99962660  =   0.99963161
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3412.See file dsdata.txt to determine how the superseded data were derived.
 JU3412
 JU3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5352263282(NAD 83)
 JU3412_MARKER: V = STONE MONUMENT
 JU3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU3673 ***********************************************************************
 JU3673  DESIGNATION -  DELAWARE STATE HOSP TALLER TK
 JU3673  PID         -  JU3673
 JU3673  STATE/COUNTY-  DE/NEW CASTLE
 JU3673  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3673
 JU3673                         *CURRENT SURVEY CONTROL
 JU3673  ___________________________________________________________________
 JU3673* NAD 83(1991)-  39 41 56.72426(N)    075 34 36.78770(W)     ADJUSTED  
 JU3673* NAVD 88     -              **(meters)            **(feet)            
 JU3673  ___________________________________________________________________
 JU3673  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU3673  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3673  HORZ ORDER  -  THIRD
 JU3673
 JU3673.The horizontal coordinates were established by classical geodetic methods
 JU3673.and adjusted by the National Geodetic Survey in January 1992.
 JU3673
 JU3673
 JU3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3673
 JU3673.The geoid height was determined by GEOID03.
 JU3673
 JU3673;                    North         East     Units Scale Factor Converg.
 JU3673;SPC DE       -   188,631.787   186,258.498   MT  0.99999732   -0 06 08.4
 JU3673;SPC DE       -   618,869.45    611,083.09   sFT  0.99999732   -0 06 08.4
 JU3673;SPC NJ       -    96,661.608    57,646.441   MT  1.00000497   -0 41 16.5
 JU3673;SPC NJ       -   317,130.63    189,128.37   sFT  1.00000497   -0 41 16.5
 JU3673;UTM  18      - 4,394,519.074   450,541.607   MT  0.99963011   -0 22 06.6
 JU3673
 JU3673                          SUPERSEDED SURVEY CONTROL
 JU3673
 JU3673  NAD 83(1986)-  39 41 56.71914(N)    075 34 36.79451(W) AD(       ) 4
 JU3673  NAD 27      -  39 41 56.31300(N)    075 34 38.06600(W) AD(       ) 3
 JU3673
 JU3673.Superseded values are not recommended for survey control.
 JU3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3673.See file dsdata.txt to determine how the superseded data were derived.
 JU3673
 JU3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5054294519(NAD 83)
 JU3673_MARKER: 51 = TANK
 JU3673
 JU3673  HISTORY     - Date     Condition        Report By
 JU3673  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3673  HISTORY     - 1948     GOOD             CGS
 JU3673
 JU3673                          STATION DESCRIPTION
 JU3673
 JU3673'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3673'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE HIGHER
 JU3673'AND MOST NORTHERLY OF TWO TALL BLACK WATER TANKS AT THE DELAWARE
 JU3673'STATE HOSPITAL ON THE NW SIDE OF U.S. HIGHWAY 13 ABOUT 3 MILES
 JU3673'S OF WILMINGTON.  THE TANK IS A PLAIN BLACK STEEL TANK ABOUT 100
 JU3673'FEET HIGH.  THERE IS A SIMILAR BUT SMALLER TANK ABOUT 100 FEET
 JU3673'SW.
 JU3673
 JU3673                          STATION RECOVERY (1948)
 JU3673
 JU3673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (BK)
 JU3673'DESCRIPTION ADEQUATE.  TANKS NOW PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3420 ***********************************************************************
 JU3420  DESIGNATION -  DELAWARE USE 1932
 JU3420  PID         -  JU3420
 JU3420  STATE/COUNTY-  DE/NEW CASTLE
 JU3420  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3420
 JU3420                         *CURRENT SURVEY CONTROL
 JU3420  ___________________________________________________________________
 JU3420* NAD 83(1991)-  39 22 39.14789(N)    075 30 55.63526(W)     ADJUSTED  
 JU3420* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3420  ___________________________________________________________________
 JU3420  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU3420  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3420
 JU3420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3420.See file dsdata.txt to determine how the superseded data were derived.
 JU3420
 JU3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5560458801(NAD 83)
 JU3420_MARKER: Z = SEE DESCRIPTION
 JU3420_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3420_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3420
 JU3420  HISTORY     - Date     Condition        Report By
 JU3420  HISTORY     - 1933     MONUMENTED       USE
 JU3420  HISTORY     - 1975     GOOD             NGS
 JU3420
 JU3420                          STATION DESCRIPTION
 JU3420
 JU3420'DESCRIBED BY US 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 = MARCH  2, 2009
 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  USGS QUAD   -  GEORGETOWN (1992)
 DJ8939
 DJ8939                         *CURRENT SURVEY CONTROL
 DJ8939  ___________________________________________________________________
 DJ8939* NAD 83(CORS)-  38 39 52.29188(N)    075 22 38.75868(W)     ADJUSTED  
 DJ8939* NAVD 88     -              **(meters)            **(feet)            
 DJ8939  ___________________________________________________________________
 DJ8939  EPOCH DATE  -        2002.00
 DJ8939  X           -   1,258,887.228 (meters)                     COMP
 DJ8939  Y           -  -4,825,150.621 (meters)                     COMP
 DJ8939  Z           -   3,963,298.506 (meters)                     COMP
 DJ8939  ELLIP HEIGHT-         -12.428 (meters)          (01/??/08) ADJUSTED
 DJ8939  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DJ8939  HORZ ORDER  -  SPECIAL (CORS)
 DJ8939  ELLP ORDER  -  SPECIAL (CORS)
 DJ8939
 DJ8939.ITRF positions are available for this station.
 DJ8939.The coordinates were established by GPS observations
 DJ8939.and adjusted by the National Geodetic Survey in January 2008.
 DJ8939.The coordinates are valid at the epoch date displayed above.
 DJ8939.The epoch date for horizontal control is a decimal equivalence
 DJ8939.of Year/Month/Day.
 DJ8939
 DJ8939
 DJ8939.The PID for the CORS L1 Phase Center is DK5489.
 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 geoid height was determined by GEOID03.
 DJ8939
 DJ8939;                    North         East     Units Scale Factor Converg.
 DJ8939;SPC DE       -    73,764.540   203,414.648   MT  0.99999514   +0 01 28.2
 DJ8939;SPC DE       -   242,009.16    667,369.56   sFT  0.99999514   +0 01 28.2
 DJ8939
 DJ8939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8939!SPC DE       -   1.00000195  x   0.99999514  =   0.99999709
 DJ8939
 DJ8939                          SUPERSEDED SURVEY CONTROL
 DJ8939
 DJ8939.No superseded survey control is available for this station.
 DJ8939
 DJ8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6716479617(NAD 83)
 DJ8939_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8939
 DJ8939                          STATION DESCRIPTION
 DJ8939
 DJ8939'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DJ8939'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8939'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8939'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8939'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8939'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK5489 ***********************************************************************
 DK5489  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK5489  DESIGNATION -  DELDOT SOUTH CORS L1 PHASE CENTER
 DK5489  CORS_ID     -  DEDS
 DK5489  PID         -  DK5489
 DK5489  STATE/COUNTY-  DE/SUSSEX
 DK5489  USGS QUAD   -  GEORGETOWN (1992)
 DK5489
 DK5489                         *CURRENT SURVEY CONTROL
 DK5489  ___________________________________________________________________
 DK5489* NAD 83(CORS)-  38 39 52.29193(N)    075 22 38.75865(W)     ADJUSTED  
 DK5489* NAVD 88     -              **(meters)            **(feet)            
 DK5489  ___________________________________________________________________
 DK5489  EPOCH DATE  -        2002.00
 DK5489  X           -   1,258,887.245 (meters)                     COMP
 DK5489  Y           -  -4,825,150.685 (meters)                     COMP
 DK5489  Z           -   3,963,298.560 (meters)                     COMP
 DK5489  ELLIP HEIGHT-         -12.343 (meters)          (01/??/08) ADJUSTED
 DK5489  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DK5489  HORZ ORDER  -  SPECIAL (CORS)
 DK5489  ELLP ORDER  -  SPECIAL (CORS)
 DK5489
 DK5489.ITRF positions are available for this station.
 DK5489.The coordinates were established by GPS observations
 DK5489.and adjusted by the National Geodetic Survey in January 2008.
 DK5489.The coordinates are valid at the epoch date displayed above.
 DK5489.The epoch date for horizontal control is a decimal equivalence
 DK5489.of Year/Month/Day.
 DK5489
 DK5489
 DK5489.The PID for the CORS ARP is DJ8939.
 DK5489
 DK5489.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK5489
 DK5489.The ellipsoidal height was determined by GPS observations
 DK5489.and is referenced to NAD 83.
 DK5489
 DK5489.The geoid height was determined by GEOID03.
 DK5489
 DK5489;                    North         East     Units Scale Factor Converg.
 DK5489;SPC DE       -    73,764.541   203,414.649   MT  0.99999514   +0 01 28.2
 DK5489;SPC DE       -   242,009.16    667,369.56   sFT  0.99999514   +0 01 28.2
 DK5489
 DK5489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK5489!SPC DE       -   1.00000194  x   0.99999514  =   0.99999708
 DK5489
 DK5489                          SUPERSEDED SURVEY CONTROL
 DK5489
 DK5489.No superseded survey control is available for this station.
 DK5489
 DK5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6716479617(NAD 83)
 DK5489_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK5489
 DK5489                          STATION DESCRIPTION
 DK5489
 DK5489'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK5489'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK5489'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK5489'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK5489'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK5489'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0403 ***********************************************************************
 HU0403  DESIGNATION -  DELMAR
 HU0403  PID         -  HU0403
 HU0403  STATE/COUNTY-  DE/SUSSEX
 HU0403  USGS QUAD   -  DELMAR (1992)
 HU0403
 HU0403                         *CURRENT SURVEY CONTROL
 HU0403  ___________________________________________________________________
 HU0403* NAD 83(1991)-  38 27 26.23762(N)    075 34 59.55801(W)     ADJUSTED  
 HU0403* NAVD 88     -        14.869  (meters)      48.78   (feet)  ADJUSTED  
 HU0403  ___________________________________________________________________
 HU0403  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HU0403  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0403  DYNAMIC HT  -          14.860 (meters)      48.75  (feet)  COMP
 HU0403  MODELED GRAV-     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
 HU0403.and adjusted in June 1991.
 HU0403
 HU0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0403
 HU0403.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 1965                            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
 HU0403.Superseded values are not recommended for survey control.
 HU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0403.See file dsdata.txt to determine how the superseded data were derived.
 HU0403
 HU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4911556715(NAD 83)
 HU0403_MARKER: DS = TRIANGULATION STATION DISK
 HU0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0403_SP_SET: CONCRETE POST
 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
 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 COLORED 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'COLORED 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 NEGRO 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
 HU0403'RECOVERED IN GOOD CONDITION.
 HU0403
 HU0403                          STATION RECOVERY (1989)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0407 ***********************************************************************
 HU0407  DESIGNATION -  DELMAR AZ MK RESET 1965
 HU0407  PID         -  HU0407
 HU0407  STATE/COUNTY-  DE/SUSSEX
 HU0407  USGS QUAD   -  DELMAR (1992)
 HU0407
 HU0407                         *CURRENT SURVEY CONTROL
 HU0407  ___________________________________________________________________
 HU0407* NAD 83(1986)-  38 27 33.     (N)    075 34 59.     (W)     SCALED    
 HU0407* NAVD 88     -        14.84   (meters)      48.7    (feet)  RESET     
 HU0407  ___________________________________________________________________
 HU0407  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0407  VERT ORDER  -  THIRD
 HU0407
 HU0407.The horizontal coordinates were scaled from a topographic map and have
 HU0407.an estimated accuracy of +/- 6 seconds.
 HU0407
 HU0407.The orthometric height was computed from unverified reset data.
 HU0407.No vertical observational check was made to the station.
 HU0407
 HU0407.The geoid height was determined by GEOID03.
 HU0407
 HU0407;                    North         East    Units  Estimated Accuracy
 HU0407;SPC DE       -    50,980.      185,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0407.See file dsdata.txt to determine how the superseded data were derived.
 HU0407
 HU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH491569(NAD 83)
 HU0407_MARKER: DZ = AZIMUTH MARK DISK
 HU0407_SETTING: 0 = UNSPECIFIED SETTING
 HU0407_STAMPING: DELMAR 1934 RESET 1965
 HU0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU1745 ***********************************************************************
 HU1745  DESIGNATION -  DELMAR E SHORE PUB PWR CO MAST
 HU1745  PID         -  HU1745
 HU1745  STATE/COUNTY-  DE/SUSSEX
 HU1745  USGS QUAD   -  DELMAR (1992)
 HU1745
 HU1745                         *CURRENT SURVEY CONTROL
 HU1745  ___________________________________________________________________
 HU1745* NAD 83(1991)-  38 27 54.15849(N)    075 34 51.67789(W)     ADJUSTED  
 HU1745* NAVD 88     -              **(meters)            **(feet)            
 HU1745  ___________________________________________________________________
 HU1745  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HU1745  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU1745  HORZ ORDER  -  THIRD
 HU1745
 HU1745.The horizontal coordinates were established by classical geodetic methods
 HU1745.and adjusted by the National Geodetic Survey in January 1992.
 HU1745
 HU1745
 HU1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1745
 HU1745.The geoid height was determined by GEOID03.
 HU1745
 HU1745;                    North         East     Units Scale Factor Converg.
 HU1745;SPC DE       -    51,632.836   185,656.002   MT  0.99999753   -0 06 08.0
 HU1745;SPC DE       -   169,398.73    609,106.40   sFT  0.99999753   -0 06 08.0
 HU1745;SPC MD       -    89,585.563   523,833.173   MT  0.99997539   +0 53 26.2
 HU1745;SPC MD       -   293,915.30  1,718,609.34   sFT  0.99997539   +0 53 26.2
 HU1745;UTM  18      - 4,257,574.542   449,311.474   MT  0.99963164   -0 21 41.1
 HU1745
 HU1745                          SUPERSEDED SURVEY CONTROL
 HU1745
 HU1745  NAD 83(1986)-  38 27 54.15187(N)    075 34 51.70067(W) AD(       ) 4
 HU1745  NAD 27      -  38 27 53.73700(N)    075 34 52.96500(W) AD(       ) 3
 HU1745
 HU1745.Superseded values are not recommended for survey control.
 HU1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1745.See file dsdata.txt to determine how the superseded data were derived.
 HU1745
 HU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4931157575(NAD 83)
 HU1745_MARKER: 42 = RADIO/TV MAST
 HU1745
 HU1745  HISTORY     - Date     Condition        Report By
 HU1745  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1745  HISTORY     - 19950808 GOOD             USPSQD
 HU1745
 HU1745                          STATION DESCRIPTION
 HU1745
 HU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1745'THE STATION IS THE RED LIGHT AT THE APEX AND CENTER OF THE
 HU1745'EASTERN SHORE PUBLIC SERVICE POWER COMPANY, MAST.  LOCATED
 HU1745'1.0 MILE NORTHWEST OF THE CENTRAL SECTION OF TOWN.  IT IS A
 HU1745'3.0 FOOT TRIANGULAR SHAPED LACED STEEL STRUCTURE, WITH ONE
 HU1745'VOICE MIRROR MOUNTED ON THE EAST SIDE NEAR THE APEX, ONE
 HU1745'VOICE MIRROR MOUNTED ON THE WEST SIDE ABOUT MIDWAY OF THE
 HU1745'MAST, ONE MIRROR MOUNTED ON THE NORTH AND ONE ON THE SOUTH
 HU1745'SIDE ABOUT 35.0 FEET FROM THE BOTTOM OF THE MAST.  THE
 HU1745'STRUCTURE IS MOUNTED ON A 6.0 FOOT SQUARE CONCRETE BASE AND
 HU1745'IS PAINTED ALTERNATELY ORANGE AND WHITE AND THE OVERALL
 HU1745'HEIGHT IS APPROXIMATELY 210.0 FEET.
 HU1745
 HU1745                          STATION RECOVERY (1995)
 HU1745
 HU1745'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1744 ***********************************************************************
 HU1744  DESIGNATION -  DELMAR RALSTON PURINA CO TANK
 HU1744  PID         -  HU1744
 HU1744  STATE/COUNTY-  DE/SUSSEX
 HU1744  USGS QUAD   -  DELMAR (1992)
 HU1744
 HU1744                         *CURRENT SURVEY CONTROL
 HU1744  ___________________________________________________________________
 HU1744* NAD 83(1991)-  38 28 43.57612(N)    075 34 31.16356(W)     ADJUSTED  
 HU1744* NAVD 88     -              **(meters)            **(feet)            
 HU1744  ___________________________________________________________________
 HU1744  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HU1744  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 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
 HU1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1744
 HU1744.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1744
 HU1744  NAD 83(1986)-  38 28 43.56923(N)    075 34 31.18570(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1744.See file dsdata.txt to determine how the superseded data were derived.
 HU1744
 HU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4981859095(NAD 83)
 HU1744_MARKER: 53 = ELEVATED TANK
 HU1744
 HU1744  HISTORY     - Date     Condition        Report By
 HU1744  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1744  HISTORY     - 19950808 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1732 ***********************************************************************
 HU1732  DESIGNATION -  DELMAR RM 4 RESET
 HU1732  PID         -  HU1732
 HU1732  STATE/COUNTY-  DE/SUSSEX
 HU1732  USGS QUAD   -  DELMAR (1992)
 HU1732
 HU1732                         *CURRENT SURVEY CONTROL
 HU1732  ___________________________________________________________________
 HU1732* NAD 83(1991)-  38 27 25.24202(N)    075 35 02.99645(W)     ADJUSTED  
 HU1732* NAVD 88     -        15.02   (+/-2cm)      49.3    (feet)  VERTCON   
 HU1732  ___________________________________________________________________
 HU1732  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HU1732  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1732
 HU1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1732
 HU1732.The geoid height was determined by GEOID03.
 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       -   1.00000324  x   0.99999763  =   1.00000087
 HU1732!SPC MD       -   1.00000324  x   0.99997640  =   0.99997964
 HU1732!UTM  18      -   1.00000324  x   0.99963199  =   0.99963523
 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 (07/19/86)   15.27   (m)           50.1    (f) LEVELING    3  
 HU1732
 HU1732.Superseded values are not recommended for survey control.
 HU1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1732.See file dsdata.txt to determine how the superseded data were derived.
 HU1732
 HU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4903256685(NAD 83)
 HU1732_MARKER: DR = REFERENCE MARK DISK
 HU1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 DG7547 ***********************************************************************
 DG7547  DESIGNATION -  DEMD 1
 DG7547  PID         -  DG7547
 DG7547  STATE/COUNTY-  DE/SUSSEX
 DG7547  USGS QUAD   -  SEAFORD EAST (1992)
 DG7547
 DG7547                         *CURRENT SURVEY CONTROL
 DG7547  ___________________________________________________________________
 DG7547* NAD 83(1986)-  38 44 45.9    (N)    075 36 41.9    (W)     HD_HELD2  
 DG7547* NAVD 88     -        12.603  (meters)      41.35   (feet)  ADJUSTED  
 DG7547  ___________________________________________________________________
 DG7547  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DG7547  DYNAMIC HT  -          12.596 (meters)      41.33  (feet)  COMP
 DG7547  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 DG7547
 DG7547  VERT ORDER  -  SECOND    CLASS I
 DG7547
 DG7547.The horizontal coordinates were established by autonomous hand held GPS
 DG7547.observations and have an estimated accuracy of +/- 10 meters.
 DG7547
 DG7547.The orthometric height was determined by differential leveling
 DG7547.and adjusted in December 2004.
 DG7547
 DG7547.The geoid height was determined by GEOID03.
 DG7547
 DG7547.The dynamic height is computed by dividing the NAVD 88
 DG7547.geopotential number by the normal gravity value computed on the
 DG7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7547.degrees latitude (g = 980.6199 gals.).
 DG7547
 DG7547.The modeled gravity was interpolated from observed gravity values.
 DG7547
 DG7547;                    North         East    Units  Estimated Accuracy
 DG7547;SPC DE       -    82,836.      183,050.      MT  (+/- 10 meters HH2 GPS)
 DG7547
 DG7547                          SUPERSEDED SURVEY CONTROL
 DG7547
 DG7547.No superseded survey control is available for this station.
 DG7547
 DG7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4684888777(NAD 83)
 DG7547_MARKER: DV = VERTICAL CONTROL DISK
 DG7547_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7547_SP_SET: CULVERT WINGWALL
 DG7547_STAMPING: DEMD 1 2002
 DG7547_MARK LOGO: NGS   
 DG7547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7547+STABILITY: SURFACE MOTION
 DG7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7547+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7547
 DG7547  HISTORY     - Date     Condition        Report By
 DG7547  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7547
 DG7547                          STATION DESCRIPTION
 DG7547
 DG7547'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7547'THE STATION IS LOCATED IN BRIDGEVILLE, DELAWARE.  TO REACH THE STATION
 DG7547'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7547'SUSSEX ROUTE 17 (FEDERALSBURG ROAD), GO NORTHWEST ALONG STATE HIGHWAY
 DG7547'404 FOR 0.3 MI (0.48 KM) TO BOX CULVERT NUMBER 3-114 OVER BRIDGEVILLE
 DG7547'BRANCH AND THE STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS
 DG7547'BENCH MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DG7547'WINGWALL, 26.9 FT (8.2 M) NORTH-NORTHEAST OF THE CENTER LINE OF THE
 DG7547'HIGHWAY, 36.3 FT (11.1 M) SOUTH-SOUTHWEST OF UTILITY POLE 46591-07001,
 DG7547'177.7 FT (54.2 M) SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE
 DG7547'PEDISTAL 14, 8.2 FT (2.5 M) NORTHWEST OF THE CENTER OF THE HEADWALL,
 DG7547'3.4 FT (1.0 M) NORTHEAST OF A METAL GUARDRAIL AND ABOUT 1 FOOT HIGHER
 DG7547'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7538 ***********************************************************************
 DG7538  DESIGNATION -  DEMD 10
 DG7538  PID         -  DG7538
 DG7538  STATE/COUNTY-  DE/SUSSEX
 DG7538  USGS QUAD   -  HICKMAN (1993)
 DG7538
 DG7538                         *CURRENT SURVEY CONTROL
 DG7538  ___________________________________________________________________
 DG7538* NAD 83(1986)-  38 47 45.8    (N)    075 41 48.5    (W)     HD_HELD2  
 DG7538* NAVD 88     -        10.482  (meters)      34.39   (feet)  ADJUSTED  
 DG7538  ___________________________________________________________________
 DG7538  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DG7538  DYNAMIC HT  -          10.476 (meters)      34.37  (feet)  COMP
 DG7538  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 DG7538
 DG7538  VERT ORDER  -  SECOND    CLASS I
 DG7538
 DG7538.The horizontal coordinates were established by autonomous hand held GPS
 DG7538.observations and have an estimated accuracy of +/- 10 meters.
 DG7538
 DG7538.The orthometric height was determined by differential leveling
 DG7538.and adjusted in December 2004.
 DG7538
 DG7538.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG7538;SPC DE       -    88,402.      175,663.      MT  (+/- 10 meters HH2 GPS)
 DG7538
 DG7538                          SUPERSEDED SURVEY CONTROL
 DG7538
 DG7538.No superseded survey control is available for this station.
 DG7538
 DG7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3948994376(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - 2002
 DG7538
 DG7538  HISTORY     - Date     Condition        Report By
 DG7538  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7537 ***********************************************************************
 DG7537  DESIGNATION -  DEMD 11
 DG7537  PID         -  DG7537
 DG7537  STATE/COUNTY-  DE/SUSSEX
 DG7537  USGS QUAD   -  HICKMAN (1993)
 DG7537
 DG7537                         *CURRENT SURVEY CONTROL
 DG7537  ___________________________________________________________________
 DG7537* NAD 83(1986)-  38 47 55.8    (N)    075 42 33.1    (W)     HD_HELD2  
 DG7537* NAVD 88     -        12.495  (meters)      40.99   (feet)  ADJUSTED  
 DG7537  ___________________________________________________________________
 DG7537  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DG7537  DYNAMIC HT  -          12.488 (meters)      40.97  (feet)  COMP
 DG7537  MODELED GRAV-     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
 DG7537.and adjusted in December 2004.
 DG7537
 DG7537.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7537
 DG7537.No superseded survey control is available for this station.
 DG7537
 DG7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3841694692(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7537+STABILITY: SURFACE MOTION
 DG7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7537+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7537
 DG7537  HISTORY     - Date     Condition        Report By
 DG7537  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7536 ***********************************************************************
 DG7536  DESIGNATION -  DEMD 12
 DG7536  PID         -  DG7536
 DG7536  STATE/COUNTY-  DE/SUSSEX
 DG7536  USGS QUAD   -  HICKMAN (1993)
 DG7536
 DG7536                         *CURRENT SURVEY CONTROL
 DG7536  ___________________________________________________________________
 DG7536* NAD 83(1986)-  38 48 06.0    (N)    075 43 11.0    (W)     HD_HELD2  
 DG7536* NAVD 88     -        14.291  (meters)      46.89   (feet)  ADJUSTED  
 DG7536  ___________________________________________________________________
 DG7536  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DG7536  DYNAMIC HT  -          14.282 (meters)      46.86  (feet)  COMP
 DG7536  MODELED GRAV-     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
 DG7536.and adjusted in December 2004.
 DG7536
 DG7536.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7536
 DG7536.No superseded survey control is available for this station.
 DG7536
 DG7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3750495014(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - 2002
 DG7536
 DG7536  HISTORY     - Date     Condition        Report By
 DG7536  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7546 ***********************************************************************
 DG7546  DESIGNATION -  DEMD 2
 DG7546  PID         -  DG7546
 DG7546  STATE/COUNTY-  DE/SUSSEX
 DG7546  USGS QUAD   -  HICKMAN (1993)
 DG7546
 DG7546                         *CURRENT SURVEY CONTROL
 DG7546  ___________________________________________________________________
 DG7546* NAD 83(1986)-  38 45 09.0    (N)    075 37 32.0    (W)     HD_HELD2  
 DG7546* NAVD 88     -        14.489  (meters)      47.54   (feet)  ADJUSTED  
 DG7546  ___________________________________________________________________
 DG7546  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DG7546  DYNAMIC HT  -          14.480 (meters)      47.51  (feet)  COMP
 DG7546  MODELED GRAV-     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
 DG7546.and adjusted in December 2004.
 DG7546
 DG7546.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7546
 DG7546.No superseded survey control is available for this station.
 DG7546
 DG7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4564489498(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7545 ***********************************************************************
 DG7545  DESIGNATION -  DEMD 3
 DG7545  PID         -  DG7545
 DG7545  STATE/COUNTY-  DE/SUSSEX
 DG7545  USGS QUAD   -  HICKMAN (1993)
 DG7545
 DG7545                         *CURRENT SURVEY CONTROL
 DG7545  ___________________________________________________________________
 DG7545* NAD 83(1986)-  38 45 28.3    (N)    075 38 03.3    (W)     HD_HELD2  
 DG7545* NAVD 88     -        15.532  (meters)      50.96   (feet)  ADJUSTED  
 DG7545  ___________________________________________________________________
 DG7545  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DG7545  DYNAMIC HT  -          15.523 (meters)      50.93  (feet)  COMP
 DG7545  MODELED GRAV-     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
 DG7545.and adjusted in December 2004.
 DG7545
 DG7545.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7545
 DG7545.No superseded survey control is available for this station.
 DG7545
 DG7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4489290098(NAD 83)
 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 - 2002
 DG7545
 DG7545  HISTORY     - Date     Condition        Report By
 DG7545  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7544 ***********************************************************************
 DG7544  DESIGNATION -  DEMD 4
 DG7544  PID         -  DG7544
 DG7544  STATE/COUNTY-  DE/SUSSEX
 DG7544  USGS QUAD   -  HICKMAN (1993)
 DG7544
 DG7544                         *CURRENT SURVEY CONTROL
 DG7544  ___________________________________________________________________
 DG7544* NAD 83(1986)-  38 45 56.6    (N)    075 38 44.2    (W)     HD_HELD2  
 DG7544* NAVD 88     -        16.950  (meters)      55.61   (feet)  ADJUSTED  
 DG7544  ___________________________________________________________________
 DG7544  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DG7544  DYNAMIC HT  -          16.940 (meters)      55.58  (feet)  COMP
 DG7544  MODELED GRAV-     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
 DG7544.and adjusted in December 2004.
 DG7544
 DG7544.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7544
 DG7544.No superseded survey control is available for this station.
 DG7544
 DG7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4391190977(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - 2002
 DG7544
 DG7544  HISTORY     - Date     Condition        Report By
 DG7544  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7543 ***********************************************************************
 DG7543  DESIGNATION -  DEMD 5
 DG7543  PID         -  DG7543
 DG7543  STATE/COUNTY-  DE/SUSSEX
 DG7543  USGS QUAD   -  HICKMAN (1993)
 DG7543
 DG7543                         *CURRENT SURVEY CONTROL
 DG7543  ___________________________________________________________________
 DG7543* NAD 83(1986)-  38 46 11.3    (N)    075 39 07.3    (W)     HD_HELD2  
 DG7543* NAVD 88     -        18.325  (meters)      60.12   (feet)  ADJUSTED  
 DG7543  ___________________________________________________________________
 DG7543  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DG7543  DYNAMIC HT  -          18.314 (meters)      60.09  (feet)  COMP
 DG7543  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 DG7543
 DG7543  VERT ORDER  -  SECOND    CLASS I
 DG7543
 DG7543.The horizontal coordinates were established by autonomous hand held GPS
 DG7543.observations and have an estimated accuracy of +/- 10 meters.
 DG7543
 DG7543.The orthometric height was determined by differential leveling
 DG7543.and adjusted in December 2004.
 DG7543
 DG7543.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG7543;SPC DE       -    85,477.      179,546.      MT  (+/- 10 meters HH2 GPS)
 DG7543
 DG7543                          SUPERSEDED SURVEY CONTROL
 DG7543
 DG7543.No superseded survey control is available for this station.
 DG7543
 DG7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4335791434(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - 2002
 DG7543
 DG7543  HISTORY     - Date     Condition        Report By
 DG7543  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7542 ***********************************************************************
 DG7542  DESIGNATION -  DEMD 6
 DG7542  PID         -  DG7542
 DG7542  STATE/COUNTY-  DE/SUSSEX
 DG7542  USGS QUAD   -  HICKMAN (1993)
 DG7542
 DG7542                         *CURRENT SURVEY CONTROL
 DG7542  ___________________________________________________________________
 DG7542* NAD 83(1986)-  38 46 31.61   (N)    075 39 35.17   (W)     HD_HELD1  
 DG7542* NAVD 88     -        15.889  (meters)      52.13   (feet)  ADJUSTED  
 DG7542  ___________________________________________________________________
 DG7542  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DG7542  DYNAMIC HT  -          15.879 (meters)      52.10  (feet)  COMP
 DG7542  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 DG7542
 DG7542  VERT ORDER  -  SECOND    CLASS I
 DG7542
 DG7542.The horizontal coordinates were established by differentially corrected
 DG7542.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7542
 DG7542.The orthometric height was determined by differential leveling
 DG7542.and adjusted in December 2004.
 DG7542
 DG7542.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7542
 DG7542.No superseded survey control is available for this station.
 DG7542
 DG7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4268992065(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - October 02, 2008
 DG7542
 DG7542  HISTORY     - Date     Condition        Report By
 DG7542  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7542  HISTORY     - 20081002 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7541 ***********************************************************************
 DG7541  DESIGNATION -  DEMD 7
 DG7541  PID         -  DG7541
 DG7541  STATE/COUNTY-  DE/SUSSEX
 DG7541  USGS QUAD   -  HICKMAN (1993)
 DG7541
 DG7541                         *CURRENT SURVEY CONTROL
 DG7541  ___________________________________________________________________
 DG7541* NAD 83(1986)-  38 46 57.2    (N)    075 40 16.5    (W)     HD_HELD2  
 DG7541* NAVD 88     -        13.927  (meters)      45.69   (feet)  ADJUSTED  
 DG7541  ___________________________________________________________________
 DG7541  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DG7541  DYNAMIC HT  -          13.918 (meters)      45.66  (feet)  COMP
 DG7541  MODELED GRAV-     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
 DG7541.and adjusted in December 2004.
 DG7541
 DG7541.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7541
 DG7541.No superseded survey control is available for this station.
 DG7541
 DG7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4169892861(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - 2002
 DG7541
 DG7541  HISTORY     - Date     Condition        Report By
 DG7541  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7540 ***********************************************************************
 DG7540  DESIGNATION -  DEMD 8
 DG7540  PID         -  DG7540
 DG7540  STATE/COUNTY-  DE/SUSSEX
 DG7540  USGS QUAD   -  HICKMAN (1993)
 DG7540
 DG7540                         *CURRENT SURVEY CONTROL
 DG7540  ___________________________________________________________________
 DG7540* NAD 83(1986)-  38 47 14.73   (N)    075 40 58.29   (W)     HD_HELD1  
 DG7540* NAVD 88     -        12.799  (meters)      41.99   (feet)  ADJUSTED  
 DG7540  ___________________________________________________________________
 DG7540  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DG7540  DYNAMIC HT  -          12.792 (meters)      41.97  (feet)  COMP
 DG7540  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 DG7540
 DG7540  VERT ORDER  -  SECOND    CLASS I
 DG7540
 DG7540.The horizontal coordinates were established by differentially corrected
 DG7540.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7540
 DG7540.The orthometric height was determined by differential leveling
 DG7540.and adjusted in December 2004.
 DG7540
 DG7540.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7540
 DG7540.No superseded survey control is available for this station.
 DG7540
 DG7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4069393409(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - October 02, 2008
 DG7540
 DG7540  HISTORY     - Date     Condition        Report By
 DG7540  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7540  HISTORY     - 20081002 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG7539 ***********************************************************************
 DG7539  DESIGNATION -  DEMD 9
 DG7539  PID         -  DG7539
 DG7539  STATE/COUNTY-  DE/SUSSEX
 DG7539  USGS QUAD   -  HICKMAN (1993)
 DG7539
 DG7539                         *CURRENT SURVEY CONTROL
 DG7539  ___________________________________________________________________
 DG7539* NAD 83(1986)-  38 47 29.9    (N)    075 41 23.3    (W)     HD_HELD2  
 DG7539* NAVD 88     -        12.582  (meters)      41.28   (feet)  ADJUSTED  
 DG7539  ___________________________________________________________________
 DG7539  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 DG7539  DYNAMIC HT  -          12.574 (meters)      41.25  (feet)  COMP
 DG7539  MODELED GRAV-     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
 DG7539.and adjusted in December 2004.
 DG7539
 DG7539.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG7539
 DG7539.No superseded survey control is available for this station.
 DG7539
 DG7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4009393881(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7539+STABILITY: SURFACE MOTION
 DG7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7539+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7539
 DG7539  HISTORY     - Date     Condition        Report By
 DG7539  HISTORY     - 2002     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4288 ***********************************************************************
 JU4288  DESIGNATION -  DGS
 JU4288  PID         -  JU4288
 JU4288  STATE/COUNTY-  DE/NEW CASTLE
 JU4288  USGS QUAD   -  NEWARK EAST (1993)
 JU4288
 JU4288                         *CURRENT SURVEY CONTROL
 JU4288  ___________________________________________________________________
 JU4288* NAD 83(1986)-  39 41 00.     (N)    075 44 56.     (W)     SCALED    
 JU4288* NAVD 88     -        35.10   (meters)     115.2    (feet)  RESET     
 JU4288  ___________________________________________________________________
 JU4288  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU4288  VERT ORDER  -  THIRD
 JU4288
 JU4288.The horizontal coordinates were scaled from a topographic map and have
 JU4288.an estimated accuracy of +/- 6 seconds.
 JU4288
 JU4288.The orthometric height was computed from unverified reset data.
 JU4288.No vertical observational check was made to the station.
 JU4288
 JU4288.The geoid height was determined by GEOID03.
 JU4288
 JU4288;                    North         East    Units  Estimated Accuracy
 JU4288;SPC DE       -   186,920.      171,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4288.See file dsdata.txt to determine how the superseded data were derived.
 JU4288
 JU4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ357928(NAD 83)
 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
 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'SCALED HORIZONTAL COORDINATES APPEAR CONSIDERABLY OFF. HANDHELD
 JU4288'CONSUMER GPS RECEIVER RETURNS APPROXIMATE COORDINATES OF N36-40-41
 JU4288'W075-45-01.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1480 ***********************************************************************
 HU1480  DESIGNATION -  DIVISION
 HU1480  PID         -  HU1480
 HU1480  STATE/COUNTY-  DE/SUSSEX
 HU1480  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1480
 HU1480                         *CURRENT SURVEY CONTROL
 HU1480  ___________________________________________________________________
 HU1480* NAD 83(1991)-  38 27 04.66862(N)    075 04 11.23586(W)     ADJUSTED  
 HU1480* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 HU1480  ___________________________________________________________________
 HU1480  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HU1480  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1480
 HU1480.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1480
 HU1480.Superseded values are not recommended for survey control.
 HU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1480.See file dsdata.txt to determine how the superseded data were derived.
 HU1480
 HU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9391155892(NAD 83)
 HU1480_MARKER: DS = TRIANGULATION STATION DISK
 HU1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AH4825 ***********************************************************************
 AH4825  FBN         -  This is a Federal Base Network Control Station.
 AH4825  DESIGNATION -  DNREC
 AH4825  PID         -  AH4825
 AH4825  STATE/COUNTY-  DE/KENT
 AH4825  USGS QUAD   -  DOVER (1993)
 AH4825
 AH4825                         *CURRENT SURVEY CONTROL
 AH4825  ___________________________________________________________________
 AH4825* NAD 83(2007)-  39 09 35.43558(N)    075 31 26.64270(W)     ADJUSTED  
 AH4825* NAVD 88     -         8.233  (meters)      27.01   (feet)  ADJUSTED  
 AH4825  ___________________________________________________________________
 AH4825  EPOCH DATE  -        2002.00
 AH4825  X           -   1,237,897.899 (meters)                     COMP
 AH4825  Y           -  -4,794,904.054 (meters)                     COMP
 AH4825  Z           -   4,006,075.624 (meters)                     COMP
 AH4825  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AH4825  ELLIP HEIGHT-         -26.134 (meters)          (02/10/07) ADJUSTED
 AH4825  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AH4825  DYNAMIC HT  -           8.229 (meters)      27.00  (feet)  COMP
 AH4825
 AH4825  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4825  Type    PID    Designation                      North   East  Ellip
 AH4825  -------------------------------------------------------------------
 AH4825  NETWORK AH4825 DNREC                             0.69   0.69   1.55
 AH4825  -------------------------------------------------------------------
 AH4825  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 AH4825
 AH4825  VERT ORDER  -  SECOND    CLASS I
 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 February 2007.
 AH4825
 AH4825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4825.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4825.The horizontal coordinates are valid at the epoch date displayed above.
 AH4825.The epoch date for horizontal control is a decimal equivalence
 AH4825.of Year/Month/Day.
 AH4825
 AH4825.The orthometric height was determined by differential leveling
 AH4825.and adjusted in July 2002.
 AH4825
 AH4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4825
 AH4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4825
 AH4825.The ellipsoidal height was determined by GPS observations
 AH4825.and is referenced to NAD 83.
 AH4825
 AH4825.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH4825;SPC DE       -   128,756.131   190,717.274   MT  0.99999606   -0 04 04.2
 AH4825;SPC DE       -   422,427.41    625,711.59   sFT  0.99999606   -0 04 04.2
 AH4825;UTM  18      - 4,334,645.565   454,722.235   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|---------------------------------------------------------------------|
 AH4825| PID    Reference Object                     Distance      Geod. Az  |
 AH4825|                                                           dddmmss.s |
 AH4825| AF9680 DOVER DNRC CORS ARP                  48.451 METERS 05715     |
 AH4825|---------------------------------------------------------------------|
 AH4825
 AH4825                          SUPERSEDED SURVEY CONTROL
 AH4825
 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 (02/12/02)    8.23   (m)           27.0    (f) LEVELING    3  
 AH4825
 AH4825.Superseded values are not recommended for survey control.
 AH4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4825.See file dsdata.txt to determine how the superseded data were derived.
 AH4825
 AH4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5472234646(NAD 83)
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4825+STABILITY: SURFACE MOTION
 AH4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4825+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2007
 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
 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),
 AH4825'87.3 FEET (26.6 M) SOUTHWEST OF THE CORNER OF THE BRICK DNREC BUILDING
 AH4825', 57.0 FEET (17.4 M) SOUTHEAST OF THE PHYSICAL CENTERLINE OF THE
 AH4825'INTERSECTION OF KINGS HIGHWAY SW AND EAST REED STREET, AND 0.5 FOOT
 AH4825'(0.15 M) EAST AND SOUTH OF A T CONCRETE SIDEWALK INTERSECTION. THE
 AH4825'STATION IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK SET INTO THE TOP OF
 AH4825'A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 2 CM BELOW GROUND LEVEL AND
 AH4825'ENCASED IN A 5 INCH DIAMETER PVC PIPE WITH A SCREW CAP SURROUNDED BY
 AH4825'CONCRETE. THE SCREW CAP AND CONCRETE ARE FLUSH WITH THE GROUND.  THREE
 AH4825'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.  TO REACH THE STATION FROM
 AH4825'THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 8 (DIVISON STREET)
 AH4825'LOCATED ABOUT IN THE CENTER OF DOVER, GO WEST ON HIGHWAY 8 (DIVISON
 AH4825'STREET) FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF KINGS HIGHWAY SW ON
 AH4825'THE LEFT, TURN LEFT, SOUTH ON KINGS HIGHWAY SW FOR 0.32 KM (0.20 MI)
 AH4825'TO THE JUNCTION OF EAST REED STREET ON THE RIGHT, CONTINUE AHEAD ON
 AH4825'KINGS HIGHWAY FOR ABOUT 15.24 M (50.00 FT) TO A PAVED ENTRANCE DRIVE
 AH4825'ON THE LEFT ON THE NORTH SIDE OF THE MERRILL LYNCH BUILDING AND THE
 AH4825'STATION AT A T-JUNCTION OF THE SIDEWALKS NEAR THE SOUTHWEST CORNER OF
 AH4825'THE FRONT LAWN PROPERTY OF THE RICHARDSON AND ROBBINS BUILDING.  THE
 AH4825'STATION IS A DELAWARE DEPARTMENT OF TRANSPORTATION ROAD DESIGNATION
 AH4825'DISK, A 5 CM DISK ON THE TOP OF A FENO PIPE ENCASED IN A 13 CM PVC
 AH4825'PIPE WITH A SCREW CAP, SOUROUNDED BY A 1 X 1-FT SQUARE OF CONCRETE
 AH4825'LOCATED AT THE SOUTHEAST ANGLE OF THE T-JUNCTION OF THE SIDEWALKS.
 AH4825'LOCATED 36.43 M (119.52 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 AH4825'LEADING INTO THE MAIN ENTRANCE OF THE RICHARDSON AND ROBBINS BUILDING,
 AH4825'5.79 M (19.00 FT) NORTH OF THE NORTH CURB OF THE ENTRANCE DRIVE
 AH4825'LEADING EAST TO THE REAR PARKING LOT OF THE MERRILL LYNCH BUILDING,
 AH4825'4.15 M (13.62 FT) SOUTHEAST OF LAMP POST NUMBER S-13, 2.7 M (8.9 FT)
 AH4825'EAST OF THE EAST EDGE OF THE EAST CURB OF KINGS HIGHWAY, 0.23 M (0.75
 AH4825'FT) SOUTH OF THE SOUTH EDGE OF THE RICHARDSON AND ROBBINS SIDEWALK AND
 AH4825'0.25 M (0.82 FT) EAST OF THE EAST EDGE OF THE SIDEWALK OF KINGS
 AH4825'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1413 ***********************************************************************
 HU1413  DESIGNATION -  DOCK CENTER SUMMERHOUSE FLAG
 HU1413  PID         -  HU1413
 HU1413  STATE/COUNTY-  DE/SUSSEX
 HU1413  USGS QUAD   -  FRANKFORD (1991)
 HU1413
 HU1413                         *CURRENT SURVEY CONTROL
 HU1413  ___________________________________________________________________
 HU1413* NAD 83(1991)-  38 35 46.89055(N)    075 10 18.59058(W)     ADJUSTED  
 HU1413* NAVD 88     -              **(meters)            **(feet)            
 HU1413  ___________________________________________________________________
 HU1413  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1413  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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
 HU1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1413
 HU1413.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1413
 HU1413  NAD 83(1986)-  38 35 46.87676(N)    075 10 18.60681(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1413.See file dsdata.txt to determine how the superseded data were derived.
 HU1413
 HU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8503772000(NAD 83)
 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 = MARCH  2, 2009
 HU0176 ***********************************************************************
 HU0176  DESIGNATION -  DOCTOR
 HU0176  PID         -  HU0176
 HU0176  STATE/COUNTY-  DE/SUSSEX
 HU0176  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0176
 HU0176                         *CURRENT SURVEY CONTROL
 HU0176  ___________________________________________________________________
 HU0176* NAD 83(1991)-  38 56 08.47952(N)    075 19 04.82633(W)     ADJUSTED  
 HU0176* NAVD 88     -         1.727  (meters)       5.67   (feet)  ADJUSTED  
 HU0176  ___________________________________________________________________
 HU0176  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU0176  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 HU0176  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 HU0176  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 HU0176
 HU0176  HORZ ORDER  -  SECOND
 HU0176  VERT ORDER  -  SECOND    CLASS 0
 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
 HU0176.and adjusted in June 1991.
 HU0176
 HU0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0176
 HU0176.The geoid height was determined by GEOID03.
 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;                    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  =   0.99961461
 HU0176
 HU0176:                Primary Azimuth Mark                     Grid Az
 HU0176:SPC DE       -  MISPILLION RIVER FLASHING LT             010 50 41.8
 HU0176:UTM  18      -  MISPILLION RIVER FLASHING LT             011 06 24.5
 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  NGVD 29 (??/??/??)    1.966  (m)            6.45   (f) ADJUSTED    2 0
 HU0176
 HU0176.Superseded values are not recommended for survey control.
 HU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0176.See file dsdata.txt to determine how the superseded data were derived.
 HU0176
 HU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7243809688(NAD 83)
 HU0176_MARKER: DD = SURVEY DISK
 HU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0176_SP_SET: SQUARE CONCRETE MONUMENT
 HU0176_STAMPING: DOCTOR 1933
 HU0176_MARK LOGO: CGS   
 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 - January 01, 1983
 HU0176
 HU0176  HISTORY     - Date     Condition        Report By
 HU0176  HISTORY     - 1933     MONUMENTED       CGS
 HU0176  HISTORY     - 19100701 MARK NOT FOUND   USGS
 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             LOCENG
 HU0176  HISTORY     - 1980     GOOD             NGS
 HU0176  HISTORY     - 19830101 GOOD             NOS
 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 (1910)
 HU0176
 HU0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1910
 HU0176'MARK NOT FOUND.
 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'
 HU0176'THE OLD HOUSE HAS BEEN TORN DOWN AND THERE ARE FOUR FISHERMENS
 HU0176'HOUSES W OF THE STATION ALONG THE ROAD.
 HU0176'
 HU0176'REFERENCE MARK 1 IS 125.41 FEET (38.225 METERS) SW OF THE STATION.
 HU0176'
 HU0176'REFERENCE MARK 2 IS 99.79 FEET (30.416 METERS) NW OF THE STATION.
 HU0176'
 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 LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU0176'RECOVERED BY VANDEMARK LYNCH INC.
 HU0176'
 HU0176'DOCTOR 1933 GOOD.
 HU0176'
 HU0176'DOCTOR NO 3-1933 GOOD.
 HU0176'
 HU0176'DOCTOR NO 4-1933 GOOD.
 HU0176'
 HU0176'DOCTOR NO 6-1933 GOOD.
 HU0176'
 HU0176'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED.
 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 (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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2810 ***********************************************************************
 HU2810  DESIGNATION -  DOCTOR RM 4
 HU2810  PID         -  HU2810
 HU2810  STATE/COUNTY-  DE/SUSSEX
 HU2810  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2810
 HU2810                         *CURRENT SURVEY CONTROL
 HU2810  ___________________________________________________________________
 HU2810* NAD 83(1991)-  38 56 09.03262(N)    075 19 05.73150(W)     ADJUSTED  
 HU2810* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU2810  ___________________________________________________________________
 HU2810  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU2810  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2810
 HU2810.The geoid height was determined by GEOID03.
 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       -   1.00000526  x   0.99999590  =   1.00000116
 HU2810!UTM  18      -   1.00000526  x   0.99960937  =   0.99961463
 HU2810
 HU2810                          SUPERSEDED SURVEY CONTROL
 HU2810
 HU2810.No superseded survey control is available for this station.
 HU2810
 HU2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7241709705(NAD 83)
 HU2810_MARKER: DD = SURVEY DISK
 HU2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2810_SP_SET: CONCRETE POST
 HU2810_STAMPING: DOCTOR NO 4 1933
 HU2810_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2811 ***********************************************************************
 HU2811  DESIGNATION -  DOCTOR RM 5
 HU2811  PID         -  HU2811
 HU2811  STATE/COUNTY-  DE/SUSSEX
 HU2811  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2811
 HU2811                         *CURRENT SURVEY CONTROL
 HU2811  ___________________________________________________________________
 HU2811* NAD 83(1991)-  38 56 09.14766(N)    075 19 05.19690(W)     ADJUSTED  
 HU2811* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU2811  ___________________________________________________________________
 HU2811  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU2811  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2811
 HU2811.The geoid height was determined by GEOID03.
 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       -   1.00000526  x   0.99999590  =   1.00000116
 HU2811!UTM  18      -   1.00000526  x   0.99960936  =   0.99961462
 HU2811
 HU2811                          SUPERSEDED SURVEY CONTROL
 HU2811
 HU2811.No superseded survey control is available for this station.
 HU2811
 HU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7242909709(NAD 83)
 HU2811_MARKER: DD = SURVEY DISK
 HU2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2811_SP_SET: CONCRETE POST
 HU2811_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2812 ***********************************************************************
 HU2812  DESIGNATION -  DOCTOR RM 6
 HU2812  PID         -  HU2812
 HU2812  STATE/COUNTY-  DE/SUSSEX
 HU2812  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2812
 HU2812                         *CURRENT SURVEY CONTROL
 HU2812  ___________________________________________________________________
 HU2812* NAD 83(1991)-  38 56 08.16227(N)    075 19 05.42687(W)     NO CHECK  
 HU2812* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU2812  ___________________________________________________________________
 HU2812  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU2812  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 HU2812
 HU2812.The orthometric height was scaled from a topographic map.
 HU2812
 HU2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2812
 HU2812.The geoid height was determined by GEOID03.
 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       -   1.00000526  x   0.99999590  =   1.00000116
 HU2812!UTM  18      -   1.00000526  x   0.99960936  =   0.99961462
 HU2812
 HU2812                          SUPERSEDED SURVEY CONTROL
 HU2812
 HU2812.No superseded survey control is available for this station.
 HU2812
 HU2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7242409678(NAD 83)
 HU2812_MARKER: DD = SURVEY DISK
 HU2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2812_SP_SET: CONCRETE POST
 HU2812_STAMPING: DOCTOR NO 6 1933
 HU2812_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2524 ***********************************************************************
 JU2524  DESIGNATION -  DOGER
 JU2524  PID         -  JU2524
 JU2524  STATE/COUNTY-  DE/NEW CASTLE
 JU2524  USGS QUAD   -  DELAWARE CITY (1993)
 JU2524
 JU2524                         *CURRENT SURVEY CONTROL
 JU2524  ___________________________________________________________________
 JU2524* NAD 83(1991)-  39 35 19.31982(N)    075 33 54.76377(W)     ADJUSTED  
 JU2524* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 JU2524  ___________________________________________________________________
 JU2524  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU2524  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2524
 JU2524.The geoid height was determined by GEOID03.
 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       -   1.00000485  x   0.99999700  =   1.00000185
 JU2524!SPC NJ       -   1.00000485  x   1.00000304  =   1.00000789
 JU2524!UTM  18      -   1.00000485  x   0.99962900  =   0.99963385
 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    3  
 JU2524
 JU2524.Superseded values are not recommended for survey control.
 JU2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2524.See file dsdata.txt to determine how the superseded data were derived.
 JU2524
 JU2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5146582261(NAD 83)
 JU2524_MARKER: DD = SURVEY DISK
 JU2524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2524_SP_SET: METAL PIPE AND CONCRETE SURROUND
 JU2524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2524
 JU2524  HISTORY     - Date     Condition        Report By
 JU2524  HISTORY     - 1984     MONUMENTED       NOS
 JU2524  HISTORY     - 19970831 MARK NOT FOUND   USPSQD
 JU2524
 JU2524                          STATION DESCRIPTION
 JU2524
 JU2524'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (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 = MARCH  2, 2009
 DG8051 ***********************************************************************
 DG8051  DESIGNATION -  DOT 1
 DG8051  PID         -  DG8051
 DG8051  STATE/COUNTY-  DE/KENT
 DG8051  USGS QUAD   -  DOVER (1993)
 DG8051
 DG8051                         *CURRENT SURVEY CONTROL
 DG8051  ___________________________________________________________________
 DG8051* NAD 83(2007)-  39 13 02.66700(N)    075 35 27.17903(W)     ADJUSTED  
 DG8051* NAVD 88     -        14.523  (meters)      47.65   (feet)  ADJUSTED  
 DG8051  ___________________________________________________________________
 DG8051  EPOCH DATE  -        2002.00
 DG8051  X           -   1,231,301.879 (meters)                     COMP
 DG8051  Y           -  -4,792,438.235 (meters)                     COMP
 DG8051  Z           -   4,011,033.056 (meters)                     COMP
 DG8051  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DG8051  ELLIP HEIGHT-         -19.512 (meters)          (02/10/07) ADJUSTED
 DG8051  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DG8051  DYNAMIC HT  -          14.515 (meters)      47.62  (feet)  COMP
 DG8051
 DG8051  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8051  Type    PID    Designation                      North   East  Ellip
 DG8051  -------------------------------------------------------------------
 DG8051  NETWORK DG8051 DOT 1                             0.41   0.31   1.23
 DG8051  -------------------------------------------------------------------
 DG8051  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 DG8051
 DG8051  VERT ORDER  -  FIRST     CLASS II
 DG8051
 DG8051.The horizontal coordinates were established by GPS observations
 DG8051.and adjusted by the National Geodetic Survey in February 2007.
 DG8051
 DG8051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8051.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8051.The horizontal coordinates are valid at the epoch date displayed above.
 DG8051.The epoch date for horizontal control is a decimal equivalence
 DG8051.of Year/Month/Day.
 DG8051
 DG8051.The orthometric height was determined by differential leveling
 DG8051.and adjusted in December 2004.
 DG8051.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DG8051
 DG8051.The ellipsoidal height was determined by GPS observations
 DG8051.and is referenced to NAD 83.
 DG8051
 DG8051.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8051;SPC DE       -   135,155.802   184,954.624   MT  0.99999779   -0 06 36.5
 DG8051;SPC DE       -   443,423.66    606,805.30   sFT  0.99999779   -0 06 36.5
 DG8051;UTM  18      - 4,341,069.282   448,991.165   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                          SUPERSEDED SURVEY CONTROL
 DG8051
 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 (06/30/05)   14.52   (m)           47.6    (f) LEVELING    3  
 DG8051
 DG8051.Superseded values are not recommended for survey control.
 DG8051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8051.See file dsdata.txt to determine how the superseded data were derived.
 DG8051
 DG8051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4899141069(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - February 29, 2008
 DG8051
 DG8051  HISTORY     - Date     Condition        Report By
 DG8051  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8051  HISTORY     - 20040625 GOOD             DEDT
 DG8051  HISTORY     - 20080229 GOOD             INDIV
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8052 ***********************************************************************
 DG8052  DESIGNATION -  DOT 2
 DG8052  PID         -  DG8052
 DG8052  STATE/COUNTY-  DE/KENT
 DG8052  USGS QUAD   -  DOVER (1993)
 DG8052
 DG8052                         *CURRENT SURVEY CONTROL
 DG8052  ___________________________________________________________________
 DG8052* NAD 83(1986)-  39 12 43.     (N)    075 36 11.     (W)     SCALED    
 DG8052* NAVD 88     -        15.817  (meters)      51.89   (feet)  ADJUSTED  
 DG8052  ___________________________________________________________________
 DG8052  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DG8052  DYNAMIC HT  -          15.808 (meters)      51.86  (feet)  COMP
 DG8052  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 DG8052
 DG8052  VERT ORDER  -  FIRST     CLASS II
 DG8052
 DG8052.The horizontal coordinates were scaled from a topographic map and have
 DG8052.an estimated accuracy of +/- 6 seconds.
 DG8052
 DG8052.The orthometric height was determined by differential leveling
 DG8052.and adjusted in December 2004.
 DG8052.No vertical observational check was made to the station.
 DG8052
 DG8052.The geoid height was determined by GEOID03.
 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       -   134,550.      183,900.      MT  (+/- 180 meters Scaled)
 DG8052
 DG8052                          SUPERSEDED SURVEY CONTROL
 DG8052
 DG8052.No superseded survey control is available for this station.
 DG8052
 DG8052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ479404(NAD 83)
 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
 DG8052  HISTORY     - Date     Condition        Report By
 DG8052  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8053 ***********************************************************************
 DG8053  DESIGNATION -  DOT 3
 DG8053  PID         -  DG8053
 DG8053  STATE/COUNTY-  DE/KENT
 DG8053  USGS QUAD   -  DOVER (1993)
 DG8053
 DG8053                         *CURRENT SURVEY CONTROL
 DG8053  ___________________________________________________________________
 DG8053* NAD 83(1986)-  39 12 43.     (N)    075 36 59.     (W)     SCALED    
 DG8053* NAVD 88     -        17.269  (meters)      56.66   (feet)  ADJUSTED  
 DG8053  ___________________________________________________________________
 DG8053  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DG8053  DYNAMIC HT  -          17.260 (meters)      56.63  (feet)  COMP
 DG8053  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 DG8053
 DG8053  VERT ORDER  -  FIRST     CLASS II
 DG8053
 DG8053.The horizontal coordinates were scaled from a topographic map and have
 DG8053.an estimated accuracy of +/- 6 seconds.
 DG8053
 DG8053.The orthometric height was determined by differential leveling
 DG8053.and adjusted in December 2004.
 DG8053.No vertical observational check was made to the station.
 DG8053
 DG8053.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG8053;SPC DE       -   134,550.      182,750.      MT  (+/- 180 meters Scaled)
 DG8053
 DG8053                          SUPERSEDED SURVEY CONTROL
 DG8053
 DG8053.No superseded survey control is available for this station.
 DG8053
 DG8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ467404(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8053+STABILITY: SURFACE MOTION
 DG8053
 DG8053  HISTORY     - Date     Condition        Report By
 DG8053  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8054 ***********************************************************************
 DG8054  DESIGNATION -  DOT 4
 DG8054  PID         -  DG8054
 DG8054  STATE/COUNTY-  DE/KENT
 DG8054  USGS QUAD   -  KENTON (1993)
 DG8054
 DG8054                         *CURRENT SURVEY CONTROL
 DG8054  ___________________________________________________________________
 DG8054* NAD 83(1986)-  39 12 57.     (N)    075 37 47.     (W)     SCALED    
 DG8054* NAVD 88     -        16.613  (meters)      54.50   (feet)  ADJUSTED  
 DG8054  ___________________________________________________________________
 DG8054  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DG8054  DYNAMIC HT  -          16.604 (meters)      54.48  (feet)  COMP
 DG8054  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 DG8054
 DG8054  VERT ORDER  -  FIRST     CLASS II
 DG8054
 DG8054.The horizontal coordinates were scaled from a topographic map and have
 DG8054.an estimated accuracy of +/- 6 seconds.
 DG8054
 DG8054.The orthometric height was determined by differential leveling
 DG8054.and adjusted in December 2004.
 DG8054.No vertical observational check was made to the station.
 DG8054
 DG8054.The geoid height was determined by GEOID03.
 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       -   134,990.      181,600.      MT  (+/- 180 meters Scaled)
 DG8054
 DG8054                          SUPERSEDED SURVEY CONTROL
 DG8054
 DG8054.No superseded survey control is available for this station.
 DG8054
 DG8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ456409(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8054+STABILITY: SURFACE MOTION
 DG8054
 DG8054  HISTORY     - Date     Condition        Report By
 DG8054  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8055 ***********************************************************************
 DG8055  DESIGNATION -  DOT 5
 DG8055  PID         -  DG8055
 DG8055  STATE/COUNTY-  DE/KENT
 DG8055  USGS QUAD   -  KENTON (1993)
 DG8055
 DG8055                         *CURRENT SURVEY CONTROL
 DG8055  ___________________________________________________________________
 DG8055* NAD 83(1986)-  39 13 11.88   (N)    075 38 38.20   (W)     HD_HELD1  
 DG8055* NAVD 88     -        16.712  (meters)      54.83   (feet)  ADJUSTED  
 DG8055  ___________________________________________________________________
 DG8055  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DG8055  DYNAMIC HT  -          16.703 (meters)      54.80  (feet)  COMP
 DG8055  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 DG8055
 DG8055  VERT ORDER  -  FIRST     CLASS II
 DG8055
 DG8055.The horizontal coordinates were established by differentially corrected
 DG8055.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG8055
 DG8055.The orthometric height was determined by differential leveling
 DG8055.and adjusted in December 2004.
 DG8055.No vertical observational check was made to the station.
 DG8055
 DG8055.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG8055
 DG8055.No superseded survey control is available for this station.
 DG8055
 DG8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4441341384(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8055+STABILITY: SURFACE MOTION
 DG8055
 DG8055  HISTORY     - Date     Condition        Report By
 DG8055  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8056 ***********************************************************************
 DG8056  DESIGNATION -  DOT 6
 DG8056  PID         -  DG8056
 DG8056  STATE/COUNTY-  DE/KENT
 DG8056  USGS QUAD   -  KENTON (1993)
 DG8056
 DG8056                         *CURRENT SURVEY CONTROL
 DG8056  ___________________________________________________________________
 DG8056* NAD 83(1986)-  39 13 24.     (N)    075 39 23.     (W)     SCALED    
 DG8056* NAVD 88     -        15.214  (meters)      49.91   (feet)  ADJUSTED  
 DG8056  ___________________________________________________________________
 DG8056  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DG8056  DYNAMIC HT  -          15.206 (meters)      49.89  (feet)  COMP
 DG8056  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 DG8056
 DG8056  VERT ORDER  -  FIRST     CLASS II
 DG8056
 DG8056.The horizontal coordinates were scaled from a topographic map and have
 DG8056.an estimated accuracy of +/- 6 seconds.
 DG8056
 DG8056.The orthometric height was determined by differential leveling
 DG8056.and adjusted in December 2004.
 DG8056.No vertical observational check was made to the station.
 DG8056
 DG8056.The geoid height was determined by GEOID03.
 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       -   135,830.      179,300.      MT  (+/- 180 meters Scaled)
 DG8056
 DG8056                          SUPERSEDED SURVEY CONTROL
 DG8056
 DG8056.No superseded survey control is available for this station.
 DG8056
 DG8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ433417(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8056+STABILITY: SURFACE MOTION
 DG8056
 DG8056  HISTORY     - Date     Condition        Report By
 DG8056  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8057 ***********************************************************************
 DG8057  DESIGNATION -  DOT 7
 DG8057  PID         -  DG8057
 DG8057  STATE/COUNTY-  DE/KENT
 DG8057  USGS QUAD   -  KENTON (1993)
 DG8057
 DG8057                         *CURRENT SURVEY CONTROL
 DG8057  ___________________________________________________________________
 DG8057* NAD 83(1986)-  39 13 18.     (N)    075 40 31.     (W)     SCALED    
 DG8057* NAVD 88     -        18.457  (meters)      60.55   (feet)  ADJUSTED  
 DG8057  ___________________________________________________________________
 DG8057  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DG8057  DYNAMIC HT  -          18.447 (meters)      60.52  (feet)  COMP
 DG8057  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 DG8057
 DG8057  VERT ORDER  -  FIRST     CLASS II
 DG8057
 DG8057.The horizontal coordinates were scaled from a topographic map and have
 DG8057.an estimated accuracy of +/- 6 seconds.
 DG8057
 DG8057.The orthometric height was determined by differential leveling
 DG8057.and adjusted in December 2004.
 DG8057.No vertical observational check was made to the station.
 DG8057
 DG8057.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG8057;SPC DE       -   135,650.      177,670.      MT  (+/- 180 meters Scaled)
 DG8057
 DG8057                          SUPERSEDED SURVEY CONTROL
 DG8057
 DG8057.No superseded survey control is available for this station.
 DG8057
 DG8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ417415(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8057+STABILITY: SURFACE MOTION
 DG8057
 DG8057  HISTORY     - Date     Condition        Report By
 DG8057  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8050 ***********************************************************************
 DG8050  DESIGNATION -  DOT 8
 DG8050  PID         -  DG8050
 DG8050  STATE/COUNTY-  DE/KENT
 DG8050  USGS QUAD   -  DOVER (1993)
 DG8050
 DG8050                         *CURRENT SURVEY CONTROL
 DG8050  ___________________________________________________________________
 DG8050* NAD 83(1986)-  39 13 47.     (N)    075 35 47.     (W)     SCALED    
 DG8050* NAVD 88     -        13.992  (meters)      45.91   (feet)  ADJUSTED  
 DG8050  ___________________________________________________________________
 DG8050  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DG8050  DYNAMIC HT  -          13.985 (meters)      45.88  (feet)  COMP
 DG8050  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 DG8050
 DG8050  VERT ORDER  -  FIRST     CLASS II
 DG8050
 DG8050.The horizontal coordinates were scaled from a topographic map and have
 DG8050.an estimated accuracy of +/- 6 seconds.
 DG8050
 DG8050.The orthometric height was determined by differential leveling
 DG8050.and adjusted in December 2004.
 DG8050
 DG8050.The geoid height was determined by GEOID03.
 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       -   136,520.      184,480.      MT  (+/- 180 meters Scaled)
 DG8050
 DG8050                          SUPERSEDED SURVEY CONTROL
 DG8050
 DG8050.No superseded survey control is available for this station.
 DG8050
 DG8050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ485424(NAD 83)
 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
 DG8050  HISTORY     - Date     Condition        Report By
 DG8050  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8049 ***********************************************************************
 DG8049  DESIGNATION -  DOT 9
 DG8049  PID         -  DG8049
 DG8049  STATE/COUNTY-  DE/KENT
 DG8049  USGS QUAD   -  SMYRNA (1993)
 DG8049
 DG8049                         *CURRENT SURVEY CONTROL
 DG8049  ___________________________________________________________________
 DG8049* NAD 83(1986)-  39 15 21.     (N)    075 36 44.     (W)     SCALED    
 DG8049* NAVD 88     -        13.770  (meters)      45.18   (feet)  ADJUSTED  
 DG8049  ___________________________________________________________________
 DG8049  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DG8049  DYNAMIC HT  -          13.763 (meters)      45.15  (feet)  COMP
 DG8049  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 DG8049
 DG8049  VERT ORDER  -  FIRST     CLASS II
 DG8049
 DG8049.The horizontal coordinates were scaled from a topographic map and have
 DG8049.an estimated accuracy of +/- 6 seconds.
 DG8049
 DG8049.The orthometric height was determined by differential leveling
 DG8049.and adjusted in December 2004.
 DG8049
 DG8049.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DG8049
 DG8049.No superseded survey control is available for this station.
 DG8049
 DG8049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ471453(NAD 83)
 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
 DG8049  HISTORY     - Date     Condition        Report By
 DG8049  HISTORY     - 2004     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3994 ***********************************************************************
 JU3994  DESIGNATION -  DOVER CBL 0
 JU3994  PID         -  JU3994
 JU3994  STATE/COUNTY-  DE/KENT
 JU3994  USGS QUAD   -  WYOMING (1993)
 JU3994
 JU3994                         *CURRENT SURVEY CONTROL
 JU3994  ___________________________________________________________________
 JU3994* NAD 83(1991)-  39 04 15.74226(N)    075 33 12.26490(W)     ADJUSTED  
 JU3994* NAVD 88     -        16.0    (meters)      52.     (feet)  VERTCON   
 JU3994  ___________________________________________________________________
 JU3994  X           -   1,236,995.544 (meters)                     COMP
 JU3994  Y           -  -4,801,566.032 (meters)                     COMP
 JU3994  Z           -   3,998,431.197 (meters)                     COMP
 JU3994  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JU3994  ELLIP HEIGHT-         -18.620 (meters)          (01/27/92) ADJUSTED
 JU3994  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 JU3994  HORZ ORDER  -  THIRD
 JU3994  ELLP ORDER  -  FOURTH    CLASS I
 JU3994
 JU3994.The horizontal coordinates were established by GPS observations
 JU3994.and adjusted by the National Geodetic Survey in January 1992.
 JU3994
 JU3994.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3994
 JU3994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3994
 JU3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3994
 JU3994.The ellipsoidal height was determined by GPS observations
 JU3994.and is referenced to NAD 83.
 JU3994
 JU3994.The geoid height was determined by GEOID03.
 JU3994
 JU3994;                    North         East     Units Scale Factor Converg.
 JU3994;SPC DE       -   118,900.805   188,166.595   MT  0.99999672   -0 05 10.3
 JU3994;SPC DE       -   390,093.72    617,343.24   sFT  0.99999672   -0 05 10.3
 JU3994;UTM  18      - 4,324,805.684   452,127.326   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                          SUPERSEDED SURVEY CONTROL
 JU3994
 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)           53.     (f) GPS OBS     3  
 JU3994
 JU3994.Superseded values are not recommended for survey control.
 JU3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3994.See file dsdata.txt to determine how the superseded data were derived.
 JU3994
 JU3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5212724806(NAD 83)
 JU3994_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3994_STAMPING: 0 1982
 JU3994_MARK LOGO: NGS   
 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 - 1988
 JU3994
 JU3994  HISTORY     - Date     Condition        Report By
 JU3994  HISTORY     - 1983     MONUMENTED       NGS
 JU3994  HISTORY     - 1988     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3441 ***********************************************************************
 JU3441  DESIGNATION -  DOVER DEL STATE COLLEGE TANK
 JU3441  PID         -  JU3441
 JU3441  STATE/COUNTY-  DE/KENT
 JU3441  USGS QUAD   -  DOVER (1993)
 JU3441
 JU3441                         *CURRENT SURVEY CONTROL
 JU3441  ___________________________________________________________________
 JU3441* NAD 83(1991)-  39 11 06.06128(N)    075 32 42.94194(W)     ADJUSTED  
 JU3441* NAVD 88     -              **(meters)            **(feet)            
 JU3441  ___________________________________________________________________
 JU3441  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU3441  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU3441  HORZ ORDER  -  THIRD
 JU3441
 JU3441.The horizontal coordinates were established by classical geodetic methods
 JU3441.and adjusted by the National Geodetic Survey in January 1992.
 JU3441
 JU3441
 JU3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3441
 JU3441.The geoid height was determined by GEOID03.
 JU3441
 JU3441;                    North         East     Units Scale Factor Converg.
 JU3441;SPC DE       -   131,553.266   188,889.402   MT  0.99999652   -0 04 52.5
 JU3441;SPC DE       -   431,604.34    619,714.65   sFT  0.99999652   -0 04 52.5
 JU3441;UTM  18      - 4,337,450.029   452,907.903   MT  0.99962731   -0 20 40.3
 JU3441
 JU3441                          SUPERSEDED SURVEY CONTROL
 JU3441
 JU3441  NAD 83(1986)-  39 11 06.05272(N)    075 32 42.95075(W) AD(       ) 4
 JU3441  NAD 27      -  39 11 05.65000(N)    075 32 44.21000(W) AD(       ) 3
 JU3441
 JU3441.Superseded values are not recommended for survey control.
 JU3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3441.See file dsdata.txt to determine how the superseded data were derived.
 JU3441
 JU3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5290837450(NAD 83)
 JU3441_MARKER: 53 = ELEVATED TANK
 JU3441
 JU3441  HISTORY     - Date     Condition        Report By
 JU3441  HISTORY     - 1957     FIRST OBSERVED   CGS
 JU3441  HISTORY     - 1959     GOOD             CGS
 JU3441  HISTORY     - 19990820 GOOD             USPSQD
 JU3441
 JU3441                          STATION DESCRIPTION
 JU3441
 JU3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CTH)
 JU3441'THE STATION IS THE CENTER OF THE DOWNSPOUT OF THE WATER TANK OF
 JU3441'THE DELAWARE STATE COLLEGE LOCATED NEAR THE CENTER OF THE COLLEGE
 JU3441'GROUNDS ABOUT 2-1/2 MILES NORTH OF DOVER.  THE TANK IS SUPPORTED
 JU3441'BY A FOUR LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THE
 JU3441'HEIGHT IS ABOUT 135 FEET.
 JU3441'
 JU3441'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JU3441'COLLEGE.  THE DISTANCE IS 80.1 FEET, 24.41 METERS.
 JU3441
 JU3441                          STATION RECOVERY (1959)
 JU3441
 JU3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 JU3441'TRAVERSE STATION RECOVERED.  DESCRIPTION ADEQUATE
 JU3441'AND CORRECT.
 JU3441
 JU3441                          STATION RECOVERY (1999)
 JU3441
 JU3441'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU3441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DOVER (1993)
 AF9680
 AF9680                         *CURRENT SURVEY CONTROL
 AF9680  ___________________________________________________________________
 AF9680* NAD 83(CORS)-  39 09 36.28555(N)    075 31 24.94543(W)     ADJUSTED  
 AF9680* NAVD 88     -        20.49   (meters)      67.2    (feet)  GPS OBS   
 AF9680  ___________________________________________________________________
 AF9680  EPOCH DATE  -        2002.00
 AF9680  X           -   1,237,935.594 (meters)                     COMP
 AF9680  Y           -  -4,794,887.049 (meters)                     COMP
 AF9680  Z           -   4,006,103.694 (meters)                     COMP
 AF9680  ELLIP HEIGHT-         -13.869 (meters)          (03/??/02) ADJUSTED
 AF9680  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AF9680  HORZ ORDER  -  SPECIAL (CORS)
 AF9680  ELLP ORDER  -  SPECIAL (CORS)
 AF9680
 AF9680.ITRF positions are available for this station.
 AF9680.The coordinates were established by GPS observations
 AF9680.and adjusted by the National Geodetic Survey in March 2002.
 AF9680.The coordinates are valid at the epoch date displayed above.
 AF9680.The epoch date for horizontal control is a decimal equivalence
 AF9680.of Year/Month/Day.
 AF9680
 AF9680.The orthometric height was determined by GPS observations and a
 AF9680.high-resolution geoid model.
 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.The PID for the CORS L1 Phase Center is DK4289.
 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 geoid height was determined by GEOID03.
 AF9680
 AF9680;                    North         East     Units Scale Factor Converg.
 AF9680;SPC DE       -   128,782.295   190,758.054   MT  0.99999605   -0 04 03.1
 AF9680;SPC DE       -   422,513.25    625,845.38   sFT  0.99999605   -0 04 03.1
 AF9680
 AF9680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9680!SPC DE       -   1.00000218  x   0.99999605  =   0.99999823
 AF9680
 AF9680                          SUPERSEDED SURVEY CONTROL
 AF9680
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9680.See file dsdata.txt to determine how the superseded data were derived.
 AF9680
 AF9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5476334672(NAD 83)
 AF9680_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9680
 AF9680                          STATION DESCRIPTION
 AF9680
 AF9680'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9680'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9680'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9680'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9680'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9680'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK4289 ***********************************************************************
 DK4289  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4289  DESIGNATION -  DOVER DNRC CORS L1 PHASE CENTER
 DK4289  CORS_ID     -  DNRC
 DK4289  PID         -  DK4289
 DK4289  STATE/COUNTY-  DE/KENT
 DK4289  USGS QUAD   -  DOVER (1993)
 DK4289
 DK4289                         *CURRENT SURVEY CONTROL
 DK4289  ___________________________________________________________________
 DK4289* NAD 83(CORS)-  39 09 36.28560(N)    075 31 24.94540(W)     ADJUSTED  
 DK4289* NAVD 88     -              **(meters)            **(feet)            
 DK4289  ___________________________________________________________________
 DK4289  EPOCH DATE  -        2002.00
 DK4289  X           -   1,237,935.611 (meters)                     COMP
 DK4289  Y           -  -4,794,887.112 (meters)                     COMP
 DK4289  Z           -   4,006,103.749 (meters)                     COMP
 DK4289  ELLIP HEIGHT-         -13.784 (meters)          (03/??/02) ADJUSTED
 DK4289  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DK4289  HORZ ORDER  -  SPECIAL (CORS)
 DK4289  ELLP ORDER  -  SPECIAL (CORS)
 DK4289
 DK4289.ITRF positions are available for this station.
 DK4289.The coordinates were established by GPS observations
 DK4289.and adjusted by the National Geodetic Survey in March 2002.
 DK4289.The coordinates are valid at the epoch date displayed above.
 DK4289.The epoch date for horizontal control is a decimal equivalence
 DK4289.of Year/Month/Day.
 DK4289
 DK4289
 DK4289.The PID for the CORS ARP is AF9680.
 DK4289
 DK4289.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4289
 DK4289.The ellipsoidal height was determined by GPS observations
 DK4289.and is referenced to NAD 83.
 DK4289
 DK4289.The geoid height was determined by GEOID03.
 DK4289
 DK4289;                    North         East     Units Scale Factor Converg.
 DK4289;SPC DE       -   128,782.296   190,758.055   MT  0.99999605   -0 04 03.1
 DK4289;SPC DE       -   422,513.25    625,845.39   sFT  0.99999605   -0 04 03.1
 DK4289
 DK4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4289!SPC DE       -   1.00000216  x   0.99999605  =   0.99999821
 DK4289
 DK4289                          SUPERSEDED SURVEY CONTROL
 DK4289
 DK4289  NAD 83(CORS)-  39 09 36.28582(N)    075 31 24.94553(W) AD(1997.00) c
 DK4289  ELLIP H (07/??/98)  -13.782  (m)                       GP(1997.00) c c
 DK4289
 DK4289.Superseded values are not recommended for survey control.
 DK4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4289.See file dsdata.txt to determine how the superseded data were derived.
 DK4289
 DK4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5476334672(NAD 83)
 DK4289_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK4289
 DK4289                          STATION DESCRIPTION
 DK4289
 DK4289'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK4289'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK4289'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK4289'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK4289'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK4289'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DOVER (1993)
 DH3832
 DH3832                         *CURRENT SURVEY CONTROL
 DH3832  ___________________________________________________________________
 DH3832* NAD 83(CORS)-  39 08 52.28196(N)    075 30 15.64759(W)     ADJUSTED  
 DH3832* NAVD 88     -              **(meters)            **(feet)            
 DH3832  ___________________________________________________________________
 DH3832  EPOCH DATE  -        2002.00
 DH3832  X           -   1,239,761.399 (meters)                     COMP
 DH3832  Y           -  -4,795,302.316 (meters)                     COMP
 DH3832  Z           -   4,005,053.002 (meters)                     COMP
 DH3832  ELLIP HEIGHT-         -11.341 (meters)          (06/??/05) ADJUSTED
 DH3832  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DH3832  HORZ ORDER  -  SPECIAL (CORS)
 DH3832  ELLP ORDER  -  SPECIAL (CORS)
 DH3832
 DH3832.ITRF positions are available for this station.
 DH3832.The coordinates were established by GPS observations
 DH3832.and adjusted by the National Geodetic Survey in June 2005.
 DH3832.The coordinates are valid at the epoch date displayed above.
 DH3832.The epoch date for horizontal control is a decimal equivalence
 DH3832.of Year/Month/Day.
 DH3832
 DH3832
 DH3832.The PID for the CORS L1 Phase Center is DH3833.
 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 geoid height was determined by GEOID03.
 DH3832
 DH3832;                    North         East     Units Scale Factor Converg.
 DH3832;SPC DE       -   127,423.515   192,420.477   MT  0.99999571   -0 03 19.3
 DH3832;SPC DE       -   418,055.32    631,299.51   sFT  0.99999571   -0 03 19.3
 DH3832
 DH3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3832!SPC DE       -   1.00000178  x   0.99999571  =   0.99999749
 DH3832
 DH3832                          SUPERSEDED SURVEY CONTROL
 DH3832
 DH3832.No superseded survey control is available for this station.
 DH3832
 DH3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5641933306(NAD 83)
 DH3832_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3832
 DH3832                          STATION DESCRIPTION
 DH3832
 DH3832'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3832'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3832'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3832'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3832'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3832'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH3833 ***********************************************************************
 DH3833  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3833  DESIGNATION -  DOVER DOT CORS L1 PHASE CENTER
 DH3833  CORS_ID     -  DEDT
 DH3833  PID         -  DH3833
 DH3833  STATE/COUNTY-  DE/KENT
 DH3833  USGS QUAD   -  DOVER (1993)
 DH3833
 DH3833                         *CURRENT SURVEY CONTROL
 DH3833  ___________________________________________________________________
 DH3833* NAD 83(CORS)-  39 08 52.28197(N)    075 30 15.64756(W)     ADJUSTED  
 DH3833* NAVD 88     -              **(meters)            **(feet)            
 DH3833  ___________________________________________________________________
 DH3833  EPOCH DATE  -        2002.00
 DH3833  X           -   1,239,761.420 (meters)                     COMP
 DH3833  Y           -  -4,795,302.398 (meters)                     COMP
 DH3833  Z           -   4,005,053.071 (meters)                     COMP
 DH3833  ELLIP HEIGHT-         -11.232 (meters)          (06/??/05) ADJUSTED
 DH3833  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DH3833  HORZ ORDER  -  SPECIAL (CORS)
 DH3833  ELLP ORDER  -  SPECIAL (CORS)
 DH3833
 DH3833.ITRF positions are available for this station.
 DH3833.The coordinates were established by GPS observations
 DH3833.and adjusted by the National Geodetic Survey in June 2005.
 DH3833.The coordinates are valid at the epoch date displayed above.
 DH3833.The epoch date for horizontal control is a decimal equivalence
 DH3833.of Year/Month/Day.
 DH3833
 DH3833
 DH3833.The PID for the CORS ARP is DH3832.
 DH3833
 DH3833.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3833
 DH3833.The ellipsoidal height was determined by GPS observations
 DH3833.and is referenced to NAD 83.
 DH3833
 DH3833.The geoid height was determined by GEOID03.
 DH3833
 DH3833;                    North         East     Units Scale Factor Converg.
 DH3833;SPC DE       -   127,423.515   192,420.478   MT  0.99999571   -0 03 19.3
 DH3833;SPC DE       -   418,055.32    631,299.52   sFT  0.99999571   -0 03 19.3
 DH3833
 DH3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3833!SPC DE       -   1.00000176  x   0.99999571  =   0.99999747
 DH3833
 DH3833                          SUPERSEDED SURVEY CONTROL
 DH3833
 DH3833.No superseded survey control is available for this station.
 DH3833
 DH3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5641933306(NAD 83)
 DH3833_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3833
 DH3833                          STATION DESCRIPTION
 DH3833
 DH3833'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3833'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3833'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3833'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3833'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3833'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1380 ***********************************************************************
 JU1380  DESIGNATION -  DRAVO
 JU1380  PID         -  JU1380
 JU1380  STATE/COUNTY-  DE/NEW CASTLE
 JU1380  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1380
 JU1380                         *CURRENT SURVEY CONTROL
 JU1380  ___________________________________________________________________
 JU1380* NAD 83(1991)-  39 44 00.90905(N)    075 33 52.90519(W)     ADJUSTED  
 JU1380* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 JU1380  ___________________________________________________________________
 JU1380  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU1380  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1380  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 JU1380  MODELED GRAV-     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
 JU1380.and adjusted in June 1991.
 JU1380.WARNING-Repeat measurements at this control monument indicate possible
 JU1380.vertical movement.
 JU1380
 JU1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1380
 JU1380.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000491  x   0.99999698  =   1.00000189
 JU1380!UTM  18      -   1.00000491  x   0.99962883  =   0.99963374
 JU1380
 JU1380|---------------------------------------------------------------------|
 JU1380| PID    Reference Object                     Distance      Geod. Az  |
 JU1380|                                                           dddmmss.s |
 JU1380| JU3686 DRAVO B 1958                        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 (??/??/??)    1.848  (m)            6.06   (f) ADJUSTED    1 1
 JU1380
 JU1380.Superseded values are not recommended for survey control.
 JU1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1380.See file dsdata.txt to determine how the superseded data were derived.
 JU1380
 JU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5161198341(NAD 83)
 JU1380_MARKER: DS = TRIANGULATION STATION DISK
 JU1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1380_STAMPING: DRAVO 1958
 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 = MARCH  2, 2009
 JU1378 ***********************************************************************
 JU1378  DESIGNATION -  DRAVO A
 JU1378  PID         -  JU1378
 JU1378  STATE/COUNTY-  DE/NEW CASTLE
 JU1378  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1378
 JU1378                         *CURRENT SURVEY CONTROL
 JU1378  ___________________________________________________________________
 JU1378* NAD 83(1991)-  39 44 01.37115(N)    075 33 55.05957(W)     ADJUSTED  
 JU1378* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 JU1378  ___________________________________________________________________
 JU1378  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU1378  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1378  DYNAMIC HT  -           1.508 (meters)       4.95  (feet)  COMP
 JU1378  MODELED GRAV-     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
 JU1378.and adjusted in June 1991.
 JU1378.WARNING-Repeat measurements at this control monument indicate possible
 JU1378.vertical movement.
 JU1378
 JU1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1378
 JU1378.The geoid height was determined by GEOID03.
 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;                    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  =   0.99963381
 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 (??/??/??)    1.768  (m)            5.80   (f) ADJUSTED    1 1
 JU1378
 JU1378.Superseded values are not recommended for survey control.
 JU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1378.See file dsdata.txt to determine how the superseded data were derived.
 JU1378
 JU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5156098356(NAD 83)
 JU1378_MARKER: DE = TRAVERSE STATION DISK
 JU1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1378_STAMPING: DRAVO A 1958
 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 = MARCH  2, 2009
 JU3686 ***********************************************************************
 JU3686  DESIGNATION -  DRAVO B 1958
 JU3686  PID         -  JU3686
 JU3686  STATE/COUNTY-  DE/NEW CASTLE
 JU3686  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3686
 JU3686                         *CURRENT SURVEY CONTROL
 JU3686  ___________________________________________________________________
 JU3686* NAD 83(1991)-  39 44 06.93701(N)    075 33 50.64022(W)     ADJUSTED  
 JU3686* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3686  ___________________________________________________________________
 JU3686  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU3686  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3686
 JU3686.The geoid height was determined by GEOID03.
 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       -   1.00000490  x   0.99999696  =   1.00000186
 JU3686!UTM  18      -   1.00000490  x   0.99962876  =   0.99963366
 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 1958                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3686.See file dsdata.txt to determine how the superseded data were derived.
 JU3686
 JU3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5166698526(NAD 83)
 JU3686_MARKER: DE = TRAVERSE STATION DISK
 JU3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3686+STABILITY: SURFACE MOTION
 JU3686
 JU3686  HISTORY     - Date     Condition        Report By
 JU3686  HISTORY     - 1959     MONUMENTED       CGS
 JU3686  HISTORY     - 1964     GOOD             CGS
 JU3686
 JU3686                          STATION DESCRIPTION
 JU3686
 JU3686'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (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 = MARCH  2, 2009
 JU1376 ***********************************************************************
 JU1376  DESIGNATION -  DRAVO B 2
 JU1376  PID         -  JU1376
 JU1376  STATE/COUNTY-  DE/NEW CASTLE
 JU1376  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1376
 JU1376                         *CURRENT SURVEY CONTROL
 JU1376  ___________________________________________________________________
 JU1376* NAD 83(1991)-  39 44 07.73204(N)    075 33 51.13203(W)     NO CHECK  
 JU1376* NAVD 88     -         2.533  (meters)       8.31   (feet)  ADJUSTED  
 JU1376  ___________________________________________________________________
 JU1376  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JU1376  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1376  DYNAMIC HT  -           2.532 (meters)       8.31  (feet)  COMP
 JU1376  MODELED GRAV-     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.No horizontal observational check was made to the station.
 JU1376
 JU1376.The orthometric height was determined by differential leveling
 JU1376.and adjusted in June 1991.
 JU1376.WARNING-Repeat measurements at this control monument indicate possible
 JU1376.vertical movement.
 JU1376
 JU1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1376
 JU1376.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000476  x   0.99999697  =   1.00000173
 JU1376!UTM  18      -   1.00000476  x   0.99962877  =   0.99963353
 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
 JU1376.Superseded values are not recommended for survey control.
 JU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1376.See file dsdata.txt to determine how the superseded data were derived.
 JU1376
 JU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5165498551(NAD 83)
 JU1376_MARKER: DE = TRAVERSE STATION DISK
 JU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1376_STAMPING: DRAVO B-2 1964
 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 = MARCH  2, 2009
 JU3676 ***********************************************************************
 JU3676  DESIGNATION -  DRAVO C 1958
 JU3676  PID         -  JU3676
 JU3676  STATE/COUNTY-  DE/NEW CASTLE
 JU3676  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3676
 JU3676                         *CURRENT SURVEY CONTROL
 JU3676  ___________________________________________________________________
 JU3676* NAD 83(1991)-  39 44 16.88947(N)    075 33 56.79659(W)     ADJUSTED  
 JU3676* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 JU3676  ___________________________________________________________________
 JU3676  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU3676  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3676
 JU3676.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JU3676| PID    Reference Object                     Distance      Geod. Az  |
 JU3676|                                                           dddmmss.s |
 JU3676| JU3672 DRAVO D 1959                         86.283 METERS 06245     |
 JU3676| JU3686 DRAVO B 1958                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3676.See file dsdata.txt to determine how the superseded data were derived.
 JU3676
 JU3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5152198834(NAD 83)
 JU3676_MARKER: DE = TRAVERSE STATION DISK
 JU3676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3676+WITH SETTING: PAVEMENT
 JU3676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3676+STABILITY: SURFACE MOTION
 JU3676
 JU3676  HISTORY     - Date     Condition        Report By
 JU3676  HISTORY     - 1959     MONUMENTED       CGS
 JU3676
 JU3676                          STATION DESCRIPTION
 JU3676
 JU3676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3672 ***********************************************************************
 JU3672  DESIGNATION -  DRAVO D 1959
 JU3672  PID         -  JU3672
 JU3672  STATE/COUNTY-  DE/NEW CASTLE
 JU3672  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3672
 JU3672                         *CURRENT SURVEY CONTROL
 JU3672  ___________________________________________________________________
 JU3672* NAD 83(1991)-  39 44 18.17021(N)    075 33 53.57494(W)     ADJUSTED  
 JU3672* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU3672  ___________________________________________________________________
 JU3672  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU3672  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3672
 JU3672.The geoid height was determined by GEOID03.
 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       -   1.00000427  x   0.99999699  =   1.00000126
 JU3672!UTM  18      -   1.00000427  x   0.99962884  =   0.99963311
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3672.See file dsdata.txt to determine how the superseded data were derived.
 JU3672
 JU3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5159898873(NAD 83)
 JU3672_MARKER: DE = TRAVERSE STATION DISK
 JU3672_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3672+WITH SETTING: PAVEMENT
 JU3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3672+STABILITY: SURFACE MOTION
 JU3672
 JU3672  HISTORY     - Date     Condition        Report By
 JU3672  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3680 ***********************************************************************
 JU3680  DESIGNATION -  DRAVO E 1959
 JU3680  PID         -  JU3680
 JU3680  STATE/COUNTY-  DE/NEW CASTLE
 JU3680  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3680
 JU3680                         *CURRENT SURVEY CONTROL
 JU3680  ___________________________________________________________________
 JU3680* NAD 83(1991)-  39 44 26.44743(N)    075 33 47.94884(W)     ADJUSTED  
 JU3680* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 JU3680  ___________________________________________________________________
 JU3680  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU3680  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3680
 JU3680.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3680.See file dsdata.txt to determine how the superseded data were derived.
 JU3680
 JU3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5173499128(NAD 83)
 JU3680_MARKER: DE = TRAVERSE STATION DISK
 JU3680_SETTING: 0 = UNSPECIFIED SETTING
 JU3680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3680
 JU3680  HISTORY     - Date     Condition        Report By
 JU3680  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3681 ***********************************************************************
 JU3681  DESIGNATION -  DRAVO F 1959
 JU3681  PID         -  JU3681
 JU3681  STATE/COUNTY-  DE/NEW CASTLE
 JU3681  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3681
 JU3681                         *CURRENT SURVEY CONTROL
 JU3681  ___________________________________________________________________
 JU3681* NAD 83(1991)-  39 44 31.10077(N)    075 33 44.79061(W)     ADJUSTED  
 JU3681* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU3681  ___________________________________________________________________
 JU3681  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JU3681  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3681
 JU3681.The geoid height was determined by GEOID03.
 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       -   1.00000380  x   0.99999692  =   1.00000072
 JU3681!UTM  18      -   1.00000380  x   0.99962859  =   0.99963239
 JU3681
 JU3681|---------------------------------------------------------------------|
 JU3681| PID    Reference Object                     Distance      Geod. Az  |
 JU3681|                                                           dddmmss.s |
 JU3681| JU3703 W 2 ST 1959                          92.736 METERS 02741     |
 JU3681| JU3753 W 3 ST 1959                         210.915 METERS 02741     |
 JU3681| JU3754 W 4 ST 1959                         282.444 METERS 02741     |
 JU3681| JU3677 DRAVO G 1959                        339.098 METERS 02741     |
 JU3681| JU3680 DRAVO E 1959                        162.023 METERS 20739     |
 JU3681| JU3708 READ 1959                            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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3681.See file dsdata.txt to determine how the superseded data were derived.
 JU3681
 JU3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5181099271(NAD 83)
 JU3681_MARKER: DE = TRAVERSE STATION DISK
 JU3681_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3681+WITH SETTING: PAVEMENT
 JU3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3681+STABILITY: SURFACE MOTION
 JU3681
 JU3681  HISTORY     - Date     Condition        Report By
 JU3681  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3677 ***********************************************************************
 JU3677  DESIGNATION -  DRAVO G 1959
 JU3677  PID         -  JU3677
 JU3677  STATE/COUNTY-  DE/NEW CASTLE
 JU3677  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3677
 JU3677                         *CURRENT SURVEY CONTROL
 JU3677  ___________________________________________________________________
 JU3677* NAD 83(1991)-  39 44 40.83666(N)    075 33 38.17300(W)     ADJUSTED  
 JU3677* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 JU3677  ___________________________________________________________________
 JU3677  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JU3677  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3677
 JU3677.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JU3677| PID    Reference Object                     Distance      Geod. Az  |
 JU3677|                                                           dddmmss.s |
 JU3677| JU3687 DRAVO H 1959                        135.542 METERS 02743     |
 JU3677| JU3755 W 5 ST 1959                          40.537 METERS 02744     |
 JU3677| JU3753 W 3 ST 1959                         128.182 METERS 20741     |
 JU3677| JU3703 W 2 ST 1959                         246.362 METERS 20741     |
 JU3677| JU3681 DRAVO F 1959                        339.098 METERS 20741     |
 JU3677| JU3754 W 4 ST 1959                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3677.See file dsdata.txt to determine how the superseded data were derived.
 JU3677
 JU3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5196999570(NAD 83)
 JU3677_MARKER: DE = TRAVERSE STATION DISK
 JU3677_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3677+WITH SETTING: PAVEMENT
 JU3677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3677+STABILITY: SURFACE MOTION
 JU3677
 JU3677  HISTORY     - Date     Condition        Report By
 JU3677  HISTORY     - 1959     MONUMENTED       CGS
 JU3677  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3687 ***********************************************************************
 JU3687  DESIGNATION -  DRAVO H 1959
 JU3687  PID         -  JU3687
 JU3687  STATE/COUNTY-  DE/NEW CASTLE
 JU3687  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3687
 JU3687                         *CURRENT SURVEY CONTROL
 JU3687  ___________________________________________________________________
 JU3687* NAD 83(1991)-  39 44 44.72693(N)    075 33 35.52456(W)     ADJUSTED  
 JU3687* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU3687  ___________________________________________________________________
 JU3687  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JU3687  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3687
 JU3687.The geoid height was determined by GEOID03.
 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       -   1.00000050  x   0.99999685  =   0.99999735
 JU3687!UTM  18      -   1.00000050  x   0.99962833  =   0.99962883
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3687.See file dsdata.txt to determine how the superseded data were derived.
 JU3687
 JU3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5203399689(NAD 83)
 JU3687_MARKER: DE = TRAVERSE STATION DISK
 JU3687_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3687+WITH SETTING: PAVEMENT
 JU3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3687+STABILITY: SURFACE MOTION
 JU3687
 JU3687  HISTORY     - Date     Condition        Report By
 JU3687  HISTORY     - 1959     MONUMENTED       CGS
 JU3687  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3698 ***********************************************************************
 JU3698  DESIGNATION -  DRAVO I 1959
 JU3698  PID         -  JU3698
 JU3698  STATE/COUNTY-  DE/NEW CASTLE
 JU3698  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3698
 JU3698                         *CURRENT SURVEY CONTROL
 JU3698  ___________________________________________________________________
 JU3698* NAD 83(1991)-  39 44 50.13028(N)    075 33 31.85195(W)     ADJUSTED  
 JU3698* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 JU3698  ___________________________________________________________________
 JU3698  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JU3698  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3698
 JU3698.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3698.See file dsdata.txt to determine how the superseded data were derived.
 JU3698
 JU3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5212199855(NAD 83)
 JU3698_MARKER: DE = TRAVERSE STATION DISK
 JU3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1434 ***********************************************************************
 JU1434  DESIGNATION -  DRAVO J
 JU1434  PID         -  JU1434
 JU1434  STATE/COUNTY-  DE/NEW CASTLE
 JU1434  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1434
 JU1434                         *CURRENT SURVEY CONTROL
 JU1434  ___________________________________________________________________
 JU1434* NAD 83(1991)-  39 44 58.14448(N)    075 33 26.40198(W)     ADJUSTED  
 JU1434* NAVD 88     -        32.069  (meters)     105.21   (feet)  ADJUSTED  
 JU1434  ___________________________________________________________________
 JU1434  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JU1434  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1434  DYNAMIC HT  -          32.055 (meters)     105.17  (feet)  COMP
 JU1434  MODELED GRAV-     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
 JU1434.and adjusted in June 1991.
 JU1434
 JU1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1434
 JU1434.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)   32.415  (m)          106.35   (f) ADJUSTED    2 0
 JU1434
 JU1434.Superseded values are not recommended for survey control.
 JU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1434.See file dsdata.txt to determine how the superseded data were derived.
 JU1434
 JU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5225300102(NAD 83)
 JU1434_MARKER: DE = TRAVERSE STATION DISK
 JU1434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1434_SP_SET: SIDEWALK
 JU1434_STAMPING: DRAVO J 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1381 ***********************************************************************
 JU1381  DESIGNATION -  DRAVO RM 1
 JU1381  PID         -  JU1381
 JU1381  STATE/COUNTY-  DE/NEW CASTLE
 JU1381  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1381
 JU1381                         *CURRENT SURVEY CONTROL
 JU1381  ___________________________________________________________________
 JU1381* NAD 83(1986)-  39 44 00.     (N)    075 33 53.     (W)     SCALED    
 JU1381* NAVD 88     -         1.726  (meters)       5.66   (feet)  ADJUSTED  
 JU1381  ___________________________________________________________________
 JU1381  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1381  DYNAMIC HT  -           1.725 (meters)       5.66  (feet)  COMP
 JU1381  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU1381
 JU1381  VERT ORDER  -  FIRST     CLASS I
 JU1381
 JU1381.The horizontal coordinates were scaled from a topographic map and have
 JU1381.an estimated accuracy of +/- 6 seconds.
 JU1381
 JU1381.The orthometric height was determined by differential leveling
 JU1381.and adjusted in June 1991.
 JU1381.WARNING-Repeat measurements at this control monument indicate possible
 JU1381.vertical movement.
 JU1381
 JU1381.The geoid height was determined by GEOID03.
 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       -   192,430.      187,310.      MT  (+/- 180 meters Scaled)
 JU1381
 JU1381                          SUPERSEDED SURVEY CONTROL
 JU1381
 JU1381  NGVD 29 (??/??/??)    1.985  (m)            6.51   (f) ADJUSTED    1 1
 JU1381
 JU1381.Superseded values are not recommended for survey control.
 JU1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1381.See file dsdata.txt to determine how the superseded data were derived.
 JU1381
 JU1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516983(NAD 83)
 JU1381_MARKER: DR = REFERENCE MARK DISK
 JU1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1381_STAMPING: DRAVO NO 1 1958
 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 = MARCH  2, 2009
 JU1379 ***********************************************************************
 JU1379  DESIGNATION -  DRAVO RM 2
 JU1379  PID         -  JU1379
 JU1379  STATE/COUNTY-  DE/NEW CASTLE
 JU1379  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1379
 JU1379                         *CURRENT SURVEY CONTROL
 JU1379  ___________________________________________________________________
 JU1379* NAD 83(1986)-  39 44 00.     (N)    075 33 53.     (W)     SCALED    
 JU1379* NAVD 88     -         1.665  (meters)       5.46   (feet)  ADJUSTED  
 JU1379  ___________________________________________________________________
 JU1379  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1379  DYNAMIC HT  -           1.664 (meters)       5.46  (feet)  COMP
 JU1379  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU1379
 JU1379  VERT ORDER  -  FIRST     CLASS I
 JU1379
 JU1379.The horizontal coordinates were scaled from a topographic map and have
 JU1379.an estimated accuracy of +/- 6 seconds.
 JU1379
 JU1379.The orthometric height was determined by differential leveling
 JU1379.and adjusted in June 1991.
 JU1379.WARNING-Repeat measurements at this control monument indicate possible
 JU1379.vertical movement.
 JU1379
 JU1379.The geoid height was determined by GEOID03.
 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       -   192,430.      187,310.      MT  (+/- 180 meters Scaled)
 JU1379
 JU1379                          SUPERSEDED SURVEY CONTROL
 JU1379
 JU1379  NGVD 29 (??/??/??)    1.924  (m)            6.31   (f) ADJUSTED    1 1
 JU1379
 JU1379.Superseded values are not recommended for survey control.
 JU1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1379.See file dsdata.txt to determine how the superseded data were derived.
 JU1379
 JU1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516983(NAD 83)
 JU1379_MARKER: DR = REFERENCE MARK DISK
 JU1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1379_STAMPING: DRAVO NO 2 1958
 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 = MARCH  2, 2009
 JU3477 ***********************************************************************
 JU3477  DESIGNATION -  DUNNING
 JU3477  PID         -  JU3477
 JU3477  STATE/COUNTY-  DE/KENT
 JU3477  USGS QUAD   -  SUDLERSVILLE (1993)
 JU3477
 JU3477                         *CURRENT SURVEY CONTROL
 JU3477  ___________________________________________________________________
 JU3477* NAD 83(1991)-  39 12 52.32058(N)    075 45 09.85907(W)     ADJUSTED  
 JU3477* NAVD 88     -        16.1    (meters)      53.     (feet)  VERTCON   
 JU3477  ___________________________________________________________________
 JU3477  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JU3477  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3477
 JU3477.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3477
 JU3477.Superseded values are not recommended for survey control.
 JU3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3477.See file dsdata.txt to determine how the superseded data were derived.
 JU3477
 JU3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3501640854(NAD 83)
 JU3477_MARKER: DS = TRIANGULATION STATION DISK
 JU3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3771 ***********************************************************************
 JU3771  DESIGNATION -  DUPONT
 JU3771  PID         -  JU3771
 JU3771  STATE/COUNTY-  DE/NEW CASTLE
 JU3771  USGS QUAD   -  DELAWARE CITY (1993)
 JU3771
 JU3771                         *CURRENT SURVEY CONTROL
 JU3771  ___________________________________________________________________
 JU3771* NAD 83(1991)-  39 34 17.71447(N)    075 34 54.45763(W)     ADJUSTED  
 JU3771* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 JU3771  ___________________________________________________________________
 JU3771  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU3771  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3771
 JU3771.The geoid height was determined by GEOID03.
 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       -  DEEPWATER DUPONT DYE AL PL STK           025 49 44.3
 JU3771:SPC NJ       -  DEEPWATER DUPONT DYE AL PL STK           026 24 46.7
 JU3771:UTM  18      -  DEEPWATER DUPONT DYE AL PL STK           026 05 39.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3771.See file dsdata.txt to determine how the superseded data were derived.
 JU3771
 JU3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5002980371(NAD 83)
 JU3771_MARKER: DS = TRIANGULATION STATION DISK
 JU3771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3771
 JU3771  HISTORY     - Date     Condition        Report By
 JU3771  HISTORY     - 1933     MONUMENTED       CGS
 JU3771  HISTORY     - 1947     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1912 ***********************************************************************
 JU1912  DESIGNATION -  E 1
 JU1912  PID         -  JU1912
 JU1912  STATE/COUNTY-  DE/NEW CASTLE
 JU1912  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1912
 JU1912                         *CURRENT SURVEY CONTROL
 JU1912  ___________________________________________________________________
 JU1912* NAD 83(1986)-  39 39 05.     (N)    075 37 11.     (W)     SCALED    
 JU1912* NAVD 88     -        10.414  (meters)      34.17   (feet)  ADJUSTED  
 JU1912  ___________________________________________________________________
 JU1912  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU1912  DYNAMIC HT  -          10.409 (meters)      34.15  (feet)  COMP
 JU1912  MODELED GRAV-     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 scaled from a topographic map and have
 JU1912.an estimated accuracy of +/- 6 seconds.
 JU1912
 JU1912.The orthometric height was determined by differential leveling
 JU1912.and adjusted in June 1991.
 JU1912.WARNING-Repeat measurements at this control monument indicate possible
 JU1912.vertical movement.
 JU1912
 JU1912.The geoid height was determined by GEOID03.
 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.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.      182,570.      MT  (+/- 180 meters Scaled)
 JU1912
 JU1912                          SUPERSEDED SURVEY CONTROL
 JU1912
 JU1912  NGVD 29 (01/10/92)   10.705  (m)           35.12   (f) ADJUSTED    1 1
 JU1912
 JU1912.Superseded values are not recommended for survey control.
 JU1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1912.See file dsdata.txt to determine how the superseded data were derived.
 JU1912
 JU1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ468892(NAD 83)
 JU1912_MARKER: DB = BENCH MARK DISK
 JU1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1912_SP_SET: OVERPASS ABUTMENT
 JU1912_STAMPING: 35.551 E 1 1931
 JU1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2492 ***********************************************************************
 JU2492  DESIGNATION -  E 1 RESET 1978
 JU2492  PID         -  JU2492
 JU2492  STATE/COUNTY-  DE/NEW CASTLE
 JU2492  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2492
 JU2492                         *CURRENT SURVEY CONTROL
 JU2492  ___________________________________________________________________
 JU2492* NAD 83(1986)-  39 39 05.     (N)    075 37 11.     (W)     SCALED    
 JU2492* NAVD 88     -        10.41   (+/-2cm)      34.2    (feet)  VERTCON   
 JU2492  ___________________________________________________________________
 JU2492  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2492  VERT ORDER  -  THIRD (See Below)
 JU2492
 JU2492.The horizontal coordinates were scaled from a topographic map and have
 JU2492.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2492
 JU2492.The geoid height was determined by GEOID03.
 JU2492
 JU2492;                    North         East    Units  Estimated Accuracy
 JU2492;SPC DE       -   183,340.      182,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2492.See file dsdata.txt to determine how the superseded data were derived.
 JU2492
 JU2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ468892(NAD 83)
 JU2492_MARKER: DB = BENCH MARK DISK
 JU2492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2492_SP_SET: OVERPASS ABUTMENT
 JU2492_STAMPING: E 1 RESET 1978
 JU2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2492+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0923 ***********************************************************************
 HU0923  DESIGNATION -  E 10
 HU0923  PID         -  HU0923
 HU0923  STATE/COUNTY-  DE/SUSSEX
 HU0923  USGS QUAD   -  HICKMAN (1993)
 HU0923
 HU0923                         *CURRENT SURVEY CONTROL
 HU0923  ___________________________________________________________________
 HU0923* NAD 83(1986)-  38 47 03.     (N)    075 41 48.     (W)     SCALED    
 HU0923* NAVD 88     -        13.392  (meters)      43.94   (feet)  ADJUSTED  
 HU0923  ___________________________________________________________________
 HU0923  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 HU0923  DYNAMIC HT  -          13.384 (meters)      43.91  (feet)  COMP
 HU0923  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 HU0923
 HU0923  VERT ORDER  -  SECOND    CLASS 0
 HU0923
 HU0923.The horizontal coordinates were scaled from a topographic map and have
 HU0923.an estimated accuracy of +/- 6 seconds.
 HU0923
 HU0923.The orthometric height was determined by differential leveling
 HU0923.and adjusted in June 1991.
 HU0923
 HU0923.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0923
 HU0923  NGVD 29 (??/??/??)   13.636  (m)           44.74   (f) ADJUSTED    2 0
 HU0923
 HU0923.Superseded values are not recommended for survey control.
 HU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0923.See file dsdata.txt to determine how the superseded data were derived.
 HU0923
 HU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394930(NAD 83)
 HU0923_MARKER: DB = BENCH MARK DISK
 HU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0923_STAMPING: E 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0850 ***********************************************************************
 HU0850  DESIGNATION -  E 11
 HU0850  PID         -  HU0850
 HU0850  STATE/COUNTY-  DE/KENT
 HU0850  USGS QUAD   -  BURRSVILLE (1993)
 HU0850
 HU0850                         *CURRENT SURVEY CONTROL
 HU0850  ___________________________________________________________________
 HU0850* NAD 83(1986)-  38 58 19.     (N)    075 38 21.     (W)     SCALED    
 HU0850* NAVD 88     -        19.208  (meters)      63.02   (feet)  ADJUSTED  
 HU0850  ___________________________________________________________________
 HU0850  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 HU0850  DYNAMIC HT  -          19.196 (meters)      62.98  (feet)  COMP
 HU0850  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 HU0850
 HU0850  VERT ORDER  -  SECOND    CLASS 0
 HU0850
 HU0850.The horizontal coordinates were scaled from a topographic map and have
 HU0850.an estimated accuracy of +/- 6 seconds.
 HU0850
 HU0850.The orthometric height was determined by differential leveling
 HU0850.and adjusted in June 1991.
 HU0850
 HU0850.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0850
 HU0850  NGVD 29 (??/??/??)   19.448  (m)           63.81   (f) ADJUSTED    2 0
 HU0850
 HU0850.Superseded values are not recommended for survey control.
 HU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0850.See file dsdata.txt to determine how the superseded data were derived.
 HU0850
 HU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ446138(NAD 83)
 HU0850_MARKER: DB = BENCH MARK DISK
 HU0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0850_STAMPING: E 11 1942
 HU0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0850+STABILITY: SURFACE MOTION
 HU0850
 HU0850  HISTORY     - Date     Condition        Report By
 HU0850  HISTORY     - 1942     MONUMENTED       CGS
 HU0850  HISTORY     - 1964     GOOD             CGS
 HU0850  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1300 ***********************************************************************
 JU1300  DESIGNATION -  E 12
 JU1300  PID         -  JU1300
 JU1300  STATE/COUNTY-  DE/KENT
 JU1300  USGS QUAD   -  MARYDEL (1993)
 JU1300
 JU1300                         *CURRENT SURVEY CONTROL
 JU1300  ___________________________________________________________________
 JU1300* NAD 83(1986)-  39 02 56.     (N)    075 38 57.     (W)     SCALED    
 JU1300* NAVD 88     -        17.034  (meters)      55.89   (feet)  ADJUSTED  
 JU1300  ___________________________________________________________________
 JU1300  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU1300  DYNAMIC HT  -          17.024 (meters)      55.85  (feet)  COMP
 JU1300  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 JU1300
 JU1300  VERT ORDER  -  SECOND    CLASS 0
 JU1300
 JU1300.The horizontal coordinates were scaled from a topographic map and have
 JU1300.an estimated accuracy of +/- 6 seconds.
 JU1300
 JU1300.The orthometric height was determined by differential leveling
 JU1300.and adjusted in June 1991.
 JU1300
 JU1300.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1300
 JU1300  NGVD 29 (??/??/??)   17.271  (m)           56.66   (f) ADJUSTED    2 0
 JU1300
 JU1300.Superseded values are not recommended for survey control.
 JU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1300.See file dsdata.txt to determine how the superseded data were derived.
 JU1300
 JU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438224(NAD 83)
 JU1300_MARKER: DB = BENCH MARK DISK
 JU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1300_STAMPING: E 12 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1301 ***********************************************************************
 JU1301  DESIGNATION -  E 12 RESET 1959 DEDHT
 JU1301  PID         -  JU1301
 JU1301  STATE/COUNTY-  DE/KENT
 JU1301  USGS QUAD   -  MARYDEL (1993)
 JU1301
 JU1301                         *CURRENT SURVEY CONTROL
 JU1301  ___________________________________________________________________
 JU1301* NAD 83(1986)-  39 02 56.     (N)    075 38 57.     (W)     SCALED    
 JU1301* NAVD 88     -        16.88   (meters)      55.4    (feet)  RESET     
 JU1301  ___________________________________________________________________
 JU1301  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU1301  VERT ORDER  -  THIRD
 JU1301
 JU1301.The horizontal coordinates were scaled from a topographic map and have
 JU1301.an estimated accuracy of +/- 6 seconds.
 JU1301
 JU1301.The orthometric height was computed from unverified reset data.
 JU1301.No vertical observational check was made to the station.
 JU1301
 JU1301.The geoid height was determined by GEOID03.
 JU1301
 JU1301;                    North         East    Units  Estimated Accuracy
 JU1301;SPC DE       -   116,460.      179,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1301.See file dsdata.txt to determine how the superseded data were derived.
 JU1301
 JU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438224(NAD 83)
 JU1301_MARKER: DB = BENCH MARK DISK
 JU1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1301_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1233 ***********************************************************************
 JU1233  DESIGNATION -  E 13
 JU1233  PID         -  JU1233
 JU1233  STATE/COUNTY-  DE/KENT
 JU1233  USGS QUAD   -  CLAYTON (1993)
 JU1233
 JU1233                         *CURRENT SURVEY CONTROL
 JU1233  ___________________________________________________________________
 JU1233* NAD 83(1986)-  39 16 13.     (N)    075 42 05.     (W)     SCALED    
 JU1233* NAVD 88     -        21.447  (meters)      70.36   (feet)  ADJUSTED  
 JU1233  ___________________________________________________________________
 JU1233  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU1233  DYNAMIC HT  -          21.436 (meters)      70.33  (feet)  COMP
 JU1233  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JU1233
 JU1233  VERT ORDER  -  SECOND    CLASS 0
 JU1233
 JU1233.The horizontal coordinates were scaled from a topographic map and have
 JU1233.an estimated accuracy of +/- 6 seconds.
 JU1233
 JU1233.The orthometric height was determined by differential leveling
 JU1233.and adjusted in June 1991.
 JU1233
 JU1233.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1233
 JU1233  NGVD 29 (??/??/??)   21.685  (m)           71.14   (f) ADJUSTED    2 0
 JU1233
 JU1233.Superseded values are not recommended for survey control.
 JU1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1233.See file dsdata.txt to determine how the superseded data were derived.
 JU1233
 JU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ394470(NAD 83)
 JU1233_MARKER: DB = BENCH MARK DISK
 JU1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1233_STAMPING: E 13 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1234 ***********************************************************************
 JU1234  DESIGNATION -  E 13 RESET 1964
 JU1234  PID         -  JU1234
 JU1234  STATE/COUNTY-  DE/KENT
 JU1234  USGS QUAD   -  CLAYTON (1993)
 JU1234
 JU1234                         *CURRENT SURVEY CONTROL
 JU1234  ___________________________________________________________________
 JU1234* NAD 83(1986)-  39 16 13.     (N)    075 42 05.     (W)     SCALED    
 JU1234* NAVD 88     -        21.40   (meters)      70.2    (feet)  RESET     
 JU1234  ___________________________________________________________________
 JU1234  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU1234  VERT ORDER  -  THIRD
 JU1234
 JU1234.The horizontal coordinates were scaled from a topographic map and have
 JU1234.an estimated accuracy of +/- 6 seconds.
 JU1234
 JU1234.The orthometric height was computed from unverified reset data.
 JU1234.No vertical observational check was made to the station.
 JU1234
 JU1234.The geoid height was determined by GEOID03.
 JU1234
 JU1234;                    North         East    Units  Estimated Accuracy
 JU1234;SPC DE       -   141,050.      175,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1234.See file dsdata.txt to determine how the superseded data were derived.
 JU1234
 JU1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ394470(NAD 83)
 JU1234_MARKER: DB = BENCH MARK DISK
 JU1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1234_STAMPING: E 13 RESET 1964
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1023 ***********************************************************************
 JU1023  DESIGNATION -  E 14
 JU1023  PID         -  JU1023
 JU1023  STATE/COUNTY-  DE/KENT
 JU1023  USGS QUAD   -  LITTLE CREEK (1993)
 JU1023
 JU1023                         *CURRENT SURVEY CONTROL
 JU1023  ___________________________________________________________________
 JU1023* NAD 83(1986)-  39 11 48.     (N)    075 28 47.     (W)     SCALED    
 JU1023* NAVD 88     -         5.311  (meters)      17.42   (feet)  ADJUSTED  
 JU1023  ___________________________________________________________________
 JU1023  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU1023  DYNAMIC HT  -           5.308 (meters)      17.41  (feet)  COMP
 JU1023  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 JU1023
 JU1023  VERT ORDER  -  THIRD
 JU1023
 JU1023.The horizontal coordinates were scaled from a topographic map and have
 JU1023.an estimated accuracy of +/- 6 seconds.
 JU1023
 JU1023.The orthometric height was determined by differential leveling
 JU1023.and adjusted in June 1991.
 JU1023
 JU1023.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1023
 JU1023  NGVD 29 (??/??/??)    5.541  (m)           18.18   (f) ADJUSTED    3 0
 JU1023
 JU1023.Superseded values are not recommended for survey control.
 JU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1023.See file dsdata.txt to determine how the superseded data were derived.
 JU1023
 JU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ585387(NAD 83)
 JU1023_MARKER: DB = BENCH MARK DISK
 JU1023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU1023_STAMPING: E 14 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1113 ***********************************************************************
 JU1113  DESIGNATION -  E 2
 JU1113  PID         -  JU1113
 JU1113  STATE/COUNTY-  DE/KENT
 JU1113  USGS QUAD   -  WYOMING (1993)
 JU1113
 JU1113                         *CURRENT SURVEY CONTROL
 JU1113  ___________________________________________________________________
 JU1113* NAD 83(1986)-  39 07 06.     (N)    075 33 34.     (W)     SCALED    
 JU1113* NAVD 88     -        14.026  (meters)      46.02   (feet)  ADJUSTED  
 JU1113  ___________________________________________________________________
 JU1113  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU1113  DYNAMIC HT  -          14.018 (meters)      45.99  (feet)  COMP
 JU1113  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 JU1113
 JU1113  VERT ORDER  -  FIRST     CLASS I
 JU1113
 JU1113.The horizontal coordinates were scaled from a topographic map and have
 JU1113.an estimated accuracy of +/- 6 seconds.
 JU1113
 JU1113.The orthometric height was determined by differential leveling
 JU1113.and adjusted in June 1991.
 JU1113
 JU1113.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1113
 JU1113  NGVD 29 (??/??/??)   14.263  (m)           46.79   (f) ADJUSTED    1 1
 JU1113
 JU1113.Superseded values are not recommended for survey control.
 JU1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1113.See file dsdata.txt to determine how the superseded data were derived.
 JU1113
 JU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516300(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0908 ***********************************************************************
 JU0908  DESIGNATION -  E 21
 JU0908  PID         -  JU0908
 JU0908  STATE/COUNTY-  DE/NEW CASTLE
 JU0908  USGS QUAD   -  MARCUS HOOK (1993)
 JU0908
 JU0908                         *CURRENT SURVEY CONTROL
 JU0908  ___________________________________________________________________
 JU0908* NAD 83(1986)-  39 47 46.     (N)    075 29 18.     (W)     SCALED    
 JU0908* NAVD 88     -        64.445  (meters)     211.43   (feet)  POSTED    
 JU0908  ___________________________________________________________________
 JU0908  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0908  DYNAMIC HT  -          64.420 (meters)     211.35  (feet)  COMP
 JU0908  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 JU0908
 JU0908  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0908
 JU0908.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU0908.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0908.was located on a no-check spur therefore a value was not computed.
 JU0908.No vertical observational check was made to the station.
 JU0908
 JU0908.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0908
 JU0908  NGVD 29 (??/??/??)   64.790  (m)          212.57   (f) ADJUSTED    2 0
 JU0908
 JU0908.Superseded values are not recommended for survey control.
 JU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0908.See file dsdata.txt to determine how the superseded data were derived.
 JU0908
 JU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK581052(NAD 83)
 JU0908_MARKER: DB = BENCH MARK DISK
 JU0908_SETTING: 66 = SET IN ROCK OUTCROP
 JU0908_SP_SET: ROCK CUT
 JU0908_STAMPING: E 21 1959
 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 = MARCH  2, 2009
 JU1473 ***********************************************************************
 JU1473  DESIGNATION -  E 22
 JU1473  PID         -  JU1473
 JU1473  STATE/COUNTY-  DE/NEW CASTLE
 JU1473  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1473
 JU1473                         *CURRENT SURVEY CONTROL
 JU1473  ___________________________________________________________________
 JU1473* NAD 83(1986)-  39 44 12.     (N)    075 33 14.     (W)     SCALED    
 JU1473* NAVD 88     -         4.843  (meters)      15.89   (feet)  POSTED    
 JU1473  ___________________________________________________________________
 JU1473  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1473  DYNAMIC HT  -           4.840 (meters)      15.88  (feet)  COMP
 JU1473  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU1473
 JU1473  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JU1473
 JU1473.The horizontal coordinates were scaled from a topographic map and have
 JU1473.an estimated accuracy of +/- 6 seconds.
 JU1473
 JU1473.The orthometric height was determined by differential leveling
 JU1473.and adjusted by the  in 1992.
 JU1473.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU1473.rate of 3.1 thru 4.0 mm/km.
 JU1473
 JU1473.The geoid height was determined by GEOID03.
 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       -   192,800.      188,240.      MT  (+/- 180 meters Scaled)
 JU1473
 JU1473                          SUPERSEDED SURVEY CONTROL
 JU1473
 JU1473  NGVD 29 (??/??/??)    5.186  (m)           17.01   (f) ADJUSTED    2 0
 JU1473
 JU1473.Superseded values are not recommended for survey control.
 JU1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1473.See file dsdata.txt to determine how the superseded data were derived.
 JU1473
 JU1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ525986(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1473+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0132 ***********************************************************************
 HU0132  DESIGNATION -  E 27
 HU0132  PID         -  HU0132
 HU0132  STATE/COUNTY-  DE/SUSSEX
 HU0132  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0132
 HU0132                         *CURRENT SURVEY CONTROL
 HU0132  ___________________________________________________________________
 HU0132* NAD 83(1986)-  38 43 09.     (N)    075 07 06.     (W)     SCALED    
 HU0132* NAVD 88     -         8.170  (meters)      26.80   (feet)  ADJUSTED  
 HU0132  ___________________________________________________________________
 HU0132  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0132  DYNAMIC HT  -           8.166 (meters)      26.79  (feet)  COMP
 HU0132  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HU0132
 HU0132  VERT ORDER  -  SECOND    CLASS 0
 HU0132
 HU0132.The horizontal coordinates were scaled from a topographic map and have
 HU0132.an estimated accuracy of +/- 6 seconds.
 HU0132
 HU0132.The orthometric height was determined by differential leveling
 HU0132.and adjusted in June 1991.
 HU0132
 HU0132.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0132
 HU0132  NGVD 29 (??/??/??)    8.407  (m)           27.58   (f) ADJUSTED    2 0
 HU0132
 HU0132.Superseded values are not recommended for survey control.
 HU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0132.See file dsdata.txt to determine how the superseded data were derived.
 HU0132
 HU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH897856(NAD 83)
 HU0132_MARKER: DB = BENCH MARK DISK
 HU0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0132_SP_SET: CONCRETE APRON
 HU0132_STAMPING: E 27 1961
 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 = MARCH  2, 2009
 HU0083 ***********************************************************************
 HU0083  DESIGNATION -  E 29
 HU0083  PID         -  HU0083
 HU0083  STATE/COUNTY-  DE/SUSSEX
 HU0083  USGS QUAD   -  LEWES (1991)
 HU0083
 HU0083                         *CURRENT SURVEY CONTROL
 HU0083  ___________________________________________________________________
 HU0083* NAD 83(1986)-  38 46 45.     (N)    075 09 08.     (W)     SCALED    
 HU0083* NAVD 88     -         4.157  (meters)      13.64   (feet)  ADJUSTED  
 HU0083  ___________________________________________________________________
 HU0083  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0083  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 HU0083  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 HU0083
 HU0083  VERT ORDER  -  FIRST     CLASS II
 HU0083
 HU0083.The horizontal coordinates were scaled from a topographic map and have
 HU0083.an estimated accuracy of +/- 6 seconds.
 HU0083
 HU0083.The orthometric height was determined by differential leveling
 HU0083.and adjusted in July 2002.
 HU0083
 HU0083.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0083
 HU0083  NAVD 88 (06/15/91)    4.160  (m)           13.65   (f) UNKNOWN     1 2
 HU0083  NGVD 29 (??/??/??)    4.396  (m)           14.42   (f) ADJUSTED    1 2
 HU0083
 HU0083.Superseded values are not recommended for survey control.
 HU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0083.See file dsdata.txt to determine how the superseded data were derived.
 HU0083
 HU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH867922(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0140 ***********************************************************************
 HU0140  DESIGNATION -  E 30
 HU0140  PID         -  HU0140
 HU0140  STATE/COUNTY-  DE/SUSSEX
 HU0140  USGS QUAD   -  BETHANY BEACH (1991)
 HU0140
 HU0140                         *CURRENT SURVEY CONTROL
 HU0140  ___________________________________________________________________
 HU0140* NAD 83(1986)-  38 32 52.     (N)    075 06 51.     (W)     SCALED    
 HU0140* NAVD 88     -         3.107  (meters)      10.19   (feet)  ADJUSTED  
 HU0140  ___________________________________________________________________
 HU0140  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU0140  DYNAMIC HT  -           3.105 (meters)      10.19  (feet)  COMP
 HU0140  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 HU0140
 HU0140  VERT ORDER  -  SECOND    CLASS 0
 HU0140
 HU0140.The horizontal coordinates were scaled from a topographic map and have
 HU0140.an estimated accuracy of +/- 6 seconds.
 HU0140
 HU0140.The orthometric height was determined by differential leveling
 HU0140.and adjusted in June 1991.
 HU0140
 HU0140.The geoid height was determined by GEOID03.
 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       -    60,850.      226,370.      MT  (+/- 180 meters Scaled)
 HU0140
 HU0140                          SUPERSEDED SURVEY CONTROL
 HU0140
 HU0140  NGVD 29 (??/??/??)    3.345  (m)           10.97   (f) ADJUSTED    2 0
 HU0140
 HU0140.Superseded values are not recommended for survey control.
 HU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0140.See file dsdata.txt to determine how the superseded data were derived.
 HU0140
 HU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH900666(NAD 83)
 HU0140_MARKER: DB = BENCH MARK DISK
 HU0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0140_SP_SET: BRIDGE
 HU0140_STAMPING: E 30 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0187 ***********************************************************************
 HU0187  DESIGNATION -  E 33
 HU0187  PID         -  HU0187
 HU0187  STATE/COUNTY-  DE/SUSSEX
 HU0187  USGS QUAD   -  ELLENDALE (1992)
 HU0187
 HU0187                         *CURRENT SURVEY CONTROL
 HU0187  ___________________________________________________________________
 HU0187* NAD 83(1986)-  38 49 40.     (N)    075 24 11.     (W)     SCALED    
 HU0187* NAVD 88     -        13.673  (meters)      44.86   (feet)  ADJUSTED  
 HU0187  ___________________________________________________________________
 HU0187  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0187  DYNAMIC HT  -          13.665 (meters)      44.83  (feet)  COMP
 HU0187  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 HU0187
 HU0187  VERT ORDER  -  SECOND    CLASS II
 HU0187
 HU0187.The horizontal coordinates were scaled from a topographic map and have
 HU0187.an estimated accuracy of +/- 6 seconds.
 HU0187
 HU0187.The orthometric height was determined by differential leveling
 HU0187.and adjusted in June 1991.
 HU0187
 HU0187.The geoid height was determined by GEOID03.
 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       -    91,890.      201,180.      MT  (+/- 180 meters Scaled)
 HU0187
 HU0187                          SUPERSEDED SURVEY CONTROL
 HU0187
 HU0187  NGVD 29 (??/??/??)   13.914  (m)           45.65   (f) ADJUSTED    2 0
 HU0187
 HU0187.Superseded values are not recommended for survey control.
 HU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0187.See file dsdata.txt to determine how the superseded data were derived.
 HU0187
 HU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH650977(NAD 83)
 HU0187_MARKER: DB = BENCH MARK DISK
 HU0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0187_SP_SET: 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 - July 15, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0758 ***********************************************************************
 HU0758  DESIGNATION -  E 34
 HU0758  PID         -  HU0758
 HU0758  STATE/COUNTY-  DE/SUSSEX
 HU0758  USGS QUAD   -  SEAFORD EAST (1992)
 HU0758
 HU0758                         *CURRENT SURVEY CONTROL
 HU0758  ___________________________________________________________________
 HU0758* NAD 83(1986)-  38 44 10.     (N)    075 36 27.     (W)     SCALED    
 HU0758* NAVD 88     -        14.020  (meters)      46.00   (feet)  ADJUSTED  
 HU0758  ___________________________________________________________________
 HU0758  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU0758  DYNAMIC HT  -          14.012 (meters)      45.97  (feet)  COMP
 HU0758  MODELED GRAV-     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 scaled from a topographic map and have
 HU0758.an estimated accuracy of +/- 6 seconds.
 HU0758
 HU0758.The orthometric height was determined by differential leveling
 HU0758.and adjusted in June 1991.
 HU0758
 HU0758.The geoid height was determined by GEOID03.
 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.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       -    81,730.      183,410.      MT  (+/- 180 meters Scaled)
 HU0758
 HU0758                          SUPERSEDED SURVEY CONTROL
 HU0758
 HU0758  NGVD 29 (??/??/??)   14.268  (m)           46.81   (f) ADJUSTED    1 1
 HU0758
 HU0758.Superseded values are not recommended for survey control.
 HU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0758.See file dsdata.txt to determine how the superseded data were derived.
 HU0758
 HU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH472876(NAD 83)
 HU0758_MARKER: DB = BENCH MARK DISK
 HU0758_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0758_SP_SET: COPPER-CLAD STEEL ROD
 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 - October 31, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1118 ***********************************************************************
 JU1118  DESIGNATION -  E 35
 JU1118  PID         -  JU1118
 JU1118  STATE/COUNTY-  DE/KENT
 JU1118  USGS QUAD   -  WYOMING (1993)
 JU1118
 JU1118                         *CURRENT SURVEY CONTROL
 JU1118  ___________________________________________________________________
 JU1118* NAD 83(1986)-  39 04 56.     (N)    075 34 03.     (W)     SCALED    
 JU1118* NAVD 88     -        12.344  (meters)      40.50   (feet)  ADJUSTED  
 JU1118  ___________________________________________________________________
 JU1118  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU1118  DYNAMIC HT  -          12.337 (meters)      40.48  (feet)  COMP
 JU1118  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 JU1118
 JU1118  VERT ORDER  -  FIRST     CLASS I
 JU1118
 JU1118.The horizontal coordinates were scaled from a topographic map and have
 JU1118.an estimated accuracy of +/- 6 seconds.
 JU1118
 JU1118.The orthometric height was determined by differential leveling
 JU1118.and adjusted in June 1991.
 JU1118
 JU1118.The geoid height was determined by GEOID03.
 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       -   120,140.      186,950.      MT  (+/- 180 meters Scaled)
 JU1118
 JU1118                          SUPERSEDED SURVEY CONTROL
 JU1118
 JU1118  NGVD 29 (??/??/??)   12.582  (m)           41.28   (f) ADJUSTED    1 1
 JU1118
 JU1118.Superseded values are not recommended for survey control.
 JU1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1118.See file dsdata.txt to determine how the superseded data were derived.
 JU1118
 JU1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509260(NAD 83)
 JU1118_MARKER: DB = BENCH MARK DISK
 JU1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1118_SP_SET: CULVERT
 JU1118_STAMPING: E 35 1963
 JU1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1356 ***********************************************************************
 JU1356  DESIGNATION -  E 36
 JU1356  PID         -  JU1356
 JU1356  STATE/COUNTY-  DE/KENT
 JU1356  USGS QUAD   -  WYOMING (1993)
 JU1356
 JU1356                         *CURRENT SURVEY CONTROL
 JU1356  ___________________________________________________________________
 JU1356* NAD 83(1986)-  39 06 40.     (N)    075 31 53.     (W)     SCALED    
 JU1356* NAVD 88     -        12.419  (meters)      40.74   (feet)  ADJUSTED  
 JU1356  ___________________________________________________________________
 JU1356  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 JU1356  DYNAMIC HT  -          12.412 (meters)      40.72  (feet)  COMP
 JU1356  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 JU1356
 JU1356  VERT ORDER  -  FIRST     CLASS I
 JU1356
 JU1356.The horizontal coordinates were scaled from a topographic map and have
 JU1356.an estimated accuracy of +/- 6 seconds.
 JU1356
 JU1356.The orthometric height was determined by differential leveling
 JU1356.and adjusted in June 1991.
 JU1356
 JU1356.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1356;SPC DE       -   123,350.      190,080.      MT  (+/- 180 meters Scaled)
 JU1356
 JU1356                          SUPERSEDED SURVEY CONTROL
 JU1356
 JU1356  NGVD 29 (??/??/??)   12.656  (m)           41.52   (f) ADJUSTED    1 1
 JU1356
 JU1356.Superseded values are not recommended for survey control.
 JU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1356.See file dsdata.txt to determine how the superseded data were derived.
 JU1356
 JU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ540292(NAD 83)
 JU1356_MARKER: DB = BENCH MARK DISK
 JU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1356_STAMPING: E 36 1963
 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 - May 14, 2006
 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
 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'ADD: MARK IS DIRECTLY UNDER 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1349 ***********************************************************************
 JU1349  DESIGNATION -  E 37
 JU1349  PID         -  JU1349
 JU1349  STATE/COUNTY-  DE/KENT
 JU1349  USGS QUAD   -  SMYRNA (1993)
 JU1349
 JU1349                         *CURRENT SURVEY CONTROL
 JU1349  ___________________________________________________________________
 JU1349* NAD 83(1986)-  39 18 33.     (N)    075 34 21.     (W)     SCALED    
 JU1349* NAVD 88     -         1.699  (meters)       5.57   (feet)  ADJUSTED  
 JU1349  ___________________________________________________________________
 JU1349  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU1349  DYNAMIC HT  -           1.698 (meters)       5.57  (feet)  COMP
 JU1349  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 JU1349
 JU1349  VERT ORDER  -  FIRST     CLASS I
 JU1349
 JU1349.The horizontal coordinates were scaled from a topographic map and have
 JU1349.an estimated accuracy of +/- 6 seconds.
 JU1349
 JU1349.The orthometric height was determined by differential leveling
 JU1349.and adjusted in June 1991.
 JU1349
 JU1349.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1349
 JU1349  NGVD 29 (??/??/??)    1.938  (m)            6.36   (f) ADJUSTED    1 1
 JU1349
 JU1349.Superseded values are not recommended for survey control.
 JU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1349.See file dsdata.txt to determine how the superseded data were derived.
 JU1349
 JU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ506512(NAD 83)
 JU1349_MARKER: DB = BENCH MARK DISK
 JU1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1349_STAMPING: E 37 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1066 ***********************************************************************
 JU1066  DESIGNATION -  E 38
 JU1066  PID         -  JU1066
 JU1066  STATE/COUNTY-  DE/NEW CASTLE
 JU1066  USGS QUAD   -  MIDDLETOWN (1993)
 JU1066
 JU1066                         *CURRENT SURVEY CONTROL
 JU1066  ___________________________________________________________________
 JU1066* NAD 83(1986)-  39 28 36.     (N)    075 43 05.     (W)     SCALED    
 JU1066* NAVD 88     -        19.516  (meters)      64.03   (feet)  ADJUSTED  
 JU1066  ___________________________________________________________________
 JU1066  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU1066  DYNAMIC HT  -          19.506 (meters)      64.00  (feet)  COMP
 JU1066  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 JU1066
 JU1066  VERT ORDER  -  FIRST     CLASS I
 JU1066
 JU1066.The horizontal coordinates were scaled from a topographic map and have
 JU1066.an estimated accuracy of +/- 6 seconds.
 JU1066
 JU1066.The orthometric height was determined by differential leveling
 JU1066.and adjusted in June 1991.
 JU1066
 JU1066.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1066
 JU1066  NGVD 29 (??/??/??)   19.756  (m)           64.82   (f) ADJUSTED    1 1
 JU1066
 JU1066.Superseded values are not recommended for survey control.
 JU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1066.See file dsdata.txt to determine how the superseded data were derived.
 JU1066
 JU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ382699(NAD 83)
 JU1066_MARKER: DB = BENCH MARK DISK
 JU1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1066_STAMPING: E 38 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1384 ***********************************************************************
 JU1384  DESIGNATION -  E 39
 JU1384  PID         -  JU1384
 JU1384  STATE/COUNTY-  DE/NEW CASTLE
 JU1384  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1384
 JU1384                         *CURRENT SURVEY CONTROL
 JU1384  ___________________________________________________________________
 JU1384* NAD 83(1986)-  39 43 15.     (N)    075 34 38.     (W)     SCALED    
 JU1384* NAVD 88     -         3.825  (meters)      12.55   (feet)  ADJUSTED  
 JU1384  ___________________________________________________________________
 JU1384  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1384  DYNAMIC HT  -           3.823 (meters)      12.54  (feet)  COMP
 JU1384  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 JU1384
 JU1384  VERT ORDER  -  FIRST     CLASS I
 JU1384
 JU1384.The horizontal coordinates were scaled from a topographic map and have
 JU1384.an estimated accuracy of +/- 6 seconds.
 JU1384
 JU1384.The orthometric height was determined by differential leveling
 JU1384.and adjusted in June 1991.
 JU1384
 JU1384.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1384
 JU1384  NGVD 29 (01/10/92)    4.081  (m)           13.39   (f) ADJUSTED    1 1
 JU1384
 JU1384.Superseded values are not recommended for survey control.
 JU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1384.See file dsdata.txt to determine how the superseded data were derived.
 JU1384
 JU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ505969(NAD 83)
 JU1384_MARKER: DB = BENCH MARK DISK
 JU1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1384_SP_SET: OVERHEAD HIGHWAY SUPPORT
 JU1384_STAMPING: E 39 1963
 JU1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0745 ***********************************************************************
 HU0745  DESIGNATION -  E 4
 HU0745  PID         -  HU0745
 HU0745  STATE/COUNTY-  DE/SUSSEX
 HU0745  USGS QUAD   -  GREENWOOD (1992)
 HU0745
 HU0745                         *CURRENT SURVEY CONTROL
 HU0745  ___________________________________________________________________
 HU0745* NAD 83(1986)-  38 48 38.     (N)    075 35 30.     (W)     SCALED    
 HU0745* NAVD 88     -        14.769  (meters)      48.45   (feet)  ADJUSTED  
 HU0745  ___________________________________________________________________
 HU0745  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 HU0745  DYNAMIC HT  -          14.760 (meters)      48.43  (feet)  COMP
 HU0745  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 HU0745
 HU0745  VERT ORDER  -  FIRST     CLASS I
 HU0745
 HU0745.The horizontal coordinates were scaled from a topographic map and have
 HU0745.an estimated accuracy of +/- 6 seconds.
 HU0745
 HU0745.The orthometric height was determined by differential leveling
 HU0745.and adjusted in June 1991.
 HU0745.WARNING-Repeat measurements at this control monument indicate possible
 HU0745.vertical movement.
 HU0745
 HU0745.The geoid height was determined by GEOID03.
 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       -    89,990.      184,800.      MT  (+/- 180 meters Scaled)
 HU0745
 HU0745                          SUPERSEDED SURVEY CONTROL
 HU0745
 HU0745  NGVD 29 (??/??/??)   15.016  (m)           49.27   (f) ADJUSTED    1 1
 HU0745
 HU0745.Superseded values are not recommended for survey control.
 HU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0745.See file dsdata.txt to determine how the superseded data were derived.
 HU0745
 HU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH486959(NAD 83)
 HU0745_MARKER: DB = BENCH MARK DISK
 HU0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0745_STAMPING: E 4 1935
 HU0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0745+STABILITY: SURFACE MOTION
 HU0745
 HU0745  HISTORY     - Date     Condition        Report By
 HU0745  HISTORY     - 1935     MONUMENTED       CGS
 HU0745  HISTORY     - 1963     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1861 ***********************************************************************
 JU1861  DESIGNATION -  E 40
 JU1861  PID         -  JU1861
 JU1861  STATE/COUNTY-  DE/NEW CASTLE
 JU1861  USGS QUAD   -  ELKTON (1992)
 JU1861
 JU1861                         *CURRENT SURVEY CONTROL
 JU1861  ___________________________________________________________________
 JU1861* NAD 83(1986)-  39 36 19.6    (N)    075 46 25.8    (W)     HD_HELD2  
 JU1861* NAVD 88     -        23.823  (meters)      78.16   (feet)  ADJUSTED  
 JU1861  ___________________________________________________________________
 JU1861  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU1861  DYNAMIC HT  -          23.812 (meters)      78.12  (feet)  COMP
 JU1861  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 JU1861
 JU1861  VERT ORDER  -  FIRST     CLASS I
 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
 JU1861.and adjusted in June 1991.
 JU1861
 JU1861.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1861
 JU1861  NGVD 29 (??/??/??)   24.059  (m)           78.93   (f) ADJUSTED    1 1
 JU1861
 JU1861.Superseded values are not recommended for survey control.
 JU1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1861.See file dsdata.txt to determine how the superseded data were derived.
 JU1861
 JU1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3356784253(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1861+STABILITY: SURFACE MOTION
 JU1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1861+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 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
 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'HANDHELD COORDINATES ARE N39-36-19.68 W075-46-25.80.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2213 ***********************************************************************
 JU2213  DESIGNATION -  E 41
 JU2213  PID         -  JU2213
 JU2213  STATE/COUNTY-  DE/NEW CASTLE
 JU2213  USGS QUAD   -  MARCUS HOOK (1993)
 JU2213
 JU2213                         *CURRENT SURVEY CONTROL
 JU2213  ___________________________________________________________________
 JU2213* NAD 83(1986)-  39 45 33.     (N)    075 29 24.     (W)     SCALED    
 JU2213* NAVD 88     -         8.088  (meters)      26.54   (feet)  ADJUSTED  
 JU2213  ___________________________________________________________________
 JU2213  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU2213  DYNAMIC HT  -           8.084 (meters)      26.52  (feet)  COMP
 JU2213  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 JU2213
 JU2213  VERT ORDER  -  FIRST     CLASS II
 JU2213
 JU2213.The horizontal coordinates were scaled from a topographic map and have
 JU2213.an estimated accuracy of +/- 6 seconds.
 JU2213
 JU2213.The orthometric height was determined by differential leveling
 JU2213.and adjusted in June 1991.
 JU2213
 JU2213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2213.See file dsdata.txt to determine how the superseded data were derived.
 JU2213
 JU2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK580011(NAD 83)
 JU2213_MARKER: DB = BENCH MARK DISK
 JU2213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2213_SP_SET: STAINLESS STEEL ROD
 JU2213_STAMPING: E 41 1979
 JU2213_PROJECTION: FLUSH
 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 = MARCH  2, 2009
 JU4131 ***********************************************************************
 JU4131  DESIGNATION -  E 42
 JU4131  PID         -  JU4131
 JU4131  STATE/COUNTY-  DE/NEW CASTLE
 JU4131  USGS QUAD   -  NEWARK EAST (1993)
 JU4131
 JU4131                         *CURRENT SURVEY CONTROL
 JU4131  ___________________________________________________________________
 JU4131* NAD 83(1986)-  39 43 05.     (N)    075 44 02.     (W)     SCALED    
 JU4131* NAVD 88     -        81.385  (meters)     267.01   (feet)  ADJUSTED  
 JU4131  ___________________________________________________________________
 JU4131  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4131  DYNAMIC HT  -          81.347 (meters)     266.89  (feet)  COMP
 JU4131  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 JU4131
 JU4131  VERT ORDER  -  SECOND    CLASS II
 JU4131
 JU4131.The horizontal coordinates were scaled from a topographic map and have
 JU4131.an estimated accuracy of +/- 6 seconds.
 JU4131
 JU4131.The orthometric height was determined by differential leveling
 JU4131.and adjusted in March 1994.
 JU4131
 JU4131.The geoid height was determined by GEOID03.
 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       -   190,770.      172,800.      MT  (+/- 180 meters Scaled)
 JU4131
 JU4131                          SUPERSEDED SURVEY CONTROL
 JU4131
 JU4131.No superseded survey control is available for this station.
 JU4131
 JU4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ370967(NAD 83)
 JU4131_MARKER: I = METAL ROD
 JU4131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4131_SP_SET: STAINLESS STEEL ROD
 JU4131_STAMPING: E 42 1990
 JU4131_MARK LOGO: NGS   
 JU4131_PROJECTION: FLUSH
 JU4131_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4131+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6532 ***********************************************************************
 DK6532  DESIGNATION -  E 43
 DK6532  PID         -  DK6532
 DK6532  STATE/COUNTY-  DE/SUSSEX
 DK6532  USGS QUAD   -  MILTON (1992)
 DK6532
 DK6532                         *CURRENT SURVEY CONTROL
 DK6532  ___________________________________________________________________
 DK6532* NAD 83(1986)-  38 51 04.     (N)    075 21 26.     (W)     SCALED    
 DK6532* NAVD 88     -         9.123  (meters)      29.93   (feet)  ADJUSTED  
 DK6532  ___________________________________________________________________
 DK6532  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DK6532  DYNAMIC HT  -           9.117 (meters)      29.91  (feet)  COMP
 DK6532  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 DK6532
 DK6532  VERT ORDER  -  SECOND    CLASS II
 DK6532
 DK6532.The horizontal coordinates were scaled from a topographic map and have
 DK6532.an estimated accuracy of +/- 6 seconds.
 DK6532
 DK6532.The orthometric height was determined by differential leveling
 DK6532.and adjusted in September 2008.
 DK6532.No vertical observational check was made to the station.
 DK6532
 DK6532.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6532
 DK6532.No superseded survey control is available for this station.
 DK6532
 DK6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ690003(NAD 83)
 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
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0207 ***********************************************************************
 HU0207  DESIGNATION -  E 8
 HU0207  PID         -  HU0207
 HU0207  STATE/COUNTY-  DE/SUSSEX
 HU0207  USGS QUAD   -  TRAP POND (1992)
 HU0207
 HU0207                         *CURRENT SURVEY CONTROL
 HU0207  ___________________________________________________________________
 HU0207* NAD 83(1986)-  38 32 32.     (N)    075 29 04.     (W)     SCALED    
 HU0207* NAVD 88     -        11.391  (meters)      37.37   (feet)  ADJUSTED  
 HU0207  ___________________________________________________________________
 HU0207  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0207  DYNAMIC HT  -          11.384 (meters)      37.35  (feet)  COMP
 HU0207  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HU0207
 HU0207  VERT ORDER  -  SECOND    CLASS 0
 HU0207
 HU0207.The horizontal coordinates were scaled from a topographic map and have
 HU0207.an estimated accuracy of +/- 6 seconds.
 HU0207
 HU0207.The orthometric height was determined by differential leveling
 HU0207.and adjusted in June 1991.
 HU0207
 HU0207.The geoid height was determined by GEOID03.
 HU0207
 HU0207.The dynamic height is computed by dividing the NAVD 88
 HU0207.geopotential number by the normal gravity value computed on the
 HU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0207.degrees latitude (g = 980.6199 gals.).
 HU0207
 HU0207.The modeled gravity was interpolated from observed gravity values.
 HU0207
 HU0207;                    North         East    Units  Estimated Accuracy
 HU0207;SPC DE       -    60,190.      194,090.      MT  (+/- 180 meters Scaled)
 HU0207
 HU0207                          SUPERSEDED SURVEY CONTROL
 HU0207
 HU0207  NGVD 29 (??/??/??)   11.635  (m)           38.17   (f) ADJUSTED    2 0
 HU0207
 HU0207.Superseded values are not recommended for survey control.
 HU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0207.See file dsdata.txt to determine how the superseded data were derived.
 HU0207
 HU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH577660(NAD 83)
 HU0207_MARKER: DB = BENCH MARK DISK
 HU0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0207_STAMPING: E 8 1942
 HU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0207+STABILITY: SURFACE MOTION
 HU0207
 HU0207  HISTORY     - Date     Condition        Report By
 HU0207  HISTORY     - 1942     MONUMENTED       CGS
 HU0207  HISTORY     - 1965     GOOD             CGS
 HU0207  HISTORY     - 1981     GOOD             UDE
 HU0207
 HU0207                          STATION DESCRIPTION
 HU0207
 HU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0207'5.2 MI E FROM LAUREL.
 HU0207'THIS MARK IS ALONG HIGHWAY 24 ABOUT 5.2 MILES EAST OF THE
 HU0207'INTERSECTION OF MARKET AND CENTRAL STREETS IN LAUREL, SUSSEX
 HU0207'COUNTY, OPPOSITE A DIRT ROAD LEADING NORTH TO A FARM HOUSE,
 HU0207'SOUTHWEST AND ACROSS THE HIGHWAY FROM REA POWER POLE NUMBER
 HU0207'3B-S91, ABOUT 3 FEET EAST OF TELEPHONE POLE NUMBER 413-100, AND
 HU0207'IN LINE WITH THE TELEPHONE POLES, 29 FEET SOUTH OF THE CENTER
 HU0207'LINE OF THE HIGHWAY AND IS A STANDARD DISK SET IN THE TOP OF A
 HU0207'CONCRETE POST 2 FEET WEST OF A STANDARD REFERENCE POST.
 HU0207
 HU0207                          STATION RECOVERY (1965)
 HU0207
 HU0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0207'RECOVERED IN GOOD CONDITION.
 HU0207
 HU0207                          STATION RECOVERY (1981)
 HU0207
 HU0207'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0207'NOTE--IT IS NOW NEXT TO POWER POLE AND TELEPHONE POST "100", ABOUT
 HU0207'1 FT EAST OF THEM BUT STILL IN LINE WITH THEM.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0352 ***********************************************************************
 HU0352  DESIGNATION -  E 9
 HU0352  PID         -  HU0352
 HU0352  STATE/COUNTY-  DE/SUSSEX
 HU0352  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0352
 HU0352                         *CURRENT SURVEY CONTROL
 HU0352  ___________________________________________________________________
 HU0352* NAD 83(1986)-  38 28 45.     (N)    075 18 08.     (W)     SCALED    
 HU0352* NAVD 88     -        11.986  (meters)      39.32   (feet)  ADJUSTED  
 HU0352  ___________________________________________________________________
 HU0352  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 HU0352  DYNAMIC HT  -          11.979 (meters)      39.30  (feet)  COMP
 HU0352  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 HU0352
 HU0352  VERT ORDER  -  SECOND    CLASS 0
 HU0352
 HU0352.The horizontal coordinates were scaled from a topographic map and have
 HU0352.an estimated accuracy of +/- 6 seconds.
 HU0352
 HU0352.The orthometric height was determined by differential leveling
 HU0352.and adjusted in June 1991.
 HU0352
 HU0352.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0352
 HU0352  NGVD 29 (??/??/??)   12.227  (m)           40.11   (f) ADJUSTED    2 0
 HU0352
 HU0352.Superseded values are not recommended for survey control.
 HU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0352.See file dsdata.txt to determine how the superseded data were derived.
 HU0352
 HU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH736590(NAD 83)
 HU0352_MARKER: DB = BENCH MARK DISK
 HU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0352_STAMPING: E 9 1942
 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 = MARCH  2, 2009
 JU3798 ***********************************************************************
 JU3798  DESIGNATION -  EAST BRIDGE NORTH COUNTERPOISE
 JU3798  PID         -  JU3798
 JU3798  STATE/COUNTY-  DE/NEW CASTLE
 JU3798  USGS QUAD   -  SAINT GEORGES (1993)
 JU3798
 JU3798                         *CURRENT SURVEY CONTROL
 JU3798  ___________________________________________________________________
 JU3798* NAD 83(1991)-  39 32 50.51267(N)    075 42 07.75745(W)     ADJUSTED  
 JU3798* NAVD 88     -              **(meters)            **(feet)            
 JU3798  ___________________________________________________________________
 JU3798  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU3798  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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
 JU3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3798
 JU3798.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3798
 JU3798  NAD 83(1986)-  39 32 50.50556(N)    075 42 07.76357(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3798.See file dsdata.txt to determine how the superseded data were derived.
 JU3798
 JU3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3967077756(NAD 83)
 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 = MARCH  2, 2009
 JU3801 ***********************************************************************
 JU3801  DESIGNATION -  EAST BRIDGE SOUTH COUNTERPOISE
 JU3801  PID         -  JU3801
 JU3801  STATE/COUNTY-  DE/NEW CASTLE
 JU3801  USGS QUAD   -  SAINT GEORGES (1993)
 JU3801
 JU3801                         *CURRENT SURVEY CONTROL
 JU3801  ___________________________________________________________________
 JU3801* NAD 83(1991)-  39 32 48.42033(N)    075 42 08.09573(W)     ADJUSTED  
 JU3801* NAVD 88     -              **(meters)            **(feet)            
 JU3801  ___________________________________________________________________
 JU3801  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU3801  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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
 JU3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3801
 JU3801.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3801
 JU3801  NAD 83(1986)-  39 32 48.41369(N)    075 42 08.10302(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3801.See file dsdata.txt to determine how the superseded data were derived.
 JU3801
 JU3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3966277692(NAD 83)
 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 = MARCH  2, 2009
 JU3626 ***********************************************************************
 JU3626  DESIGNATION -  EBRIGHT
 JU3626  PID         -  JU3626
 JU3626  STATE/COUNTY-  DE/NEW CASTLE
 JU3626  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3626
 JU3626                         *CURRENT SURVEY CONTROL
 JU3626  ___________________________________________________________________
 JU3626* NAD 83(1991)-  39 50 13.86151(N)    075 31 19.55007(W)     ADJUSTED  
 JU3626* NAVD 88     -              **(meters)            **(feet)            
 JU3626  ___________________________________________________________________
 JU3626  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 JU3626  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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
 JU3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3626
 JU3626.The geoid height was determined by GEOID03.
 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 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;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;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       -  VILLAGE GREEN SIS ST FRAN SP             058 32 58.3
 JU3626:SPC PA S     -  VILLAGE GREEN SIS ST FRAN SP             057 02 11.6
 JU3626:SPC NJ       -  VILLAGE GREEN SIS ST FRAN SP             059 08 12.5
 JU3626:UTM  18      -  VILLAGE GREEN SIS ST FRAN SP             058 48 59.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3626.See file dsdata.txt to determine how the superseded data were derived.
 JU3626
 JU3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5532809817(NAD 83)
 JU3626_MARKER: DS = TRIANGULATION STATION DISK
 JU3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3626_SP_SET: CONCRETE POST
 JU3626_STAMPING: EBRIGHT 1933
 JU3626_MARK LOGO: CGS   
 JU3626_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - March 05, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DG8058 ***********************************************************************
 DG8058  DESIGNATION -  ECKL
 DG8058  PID         -  DG8058
 DG8058  STATE/COUNTY-  DE/KENT
 DG8058  USGS QUAD   -  KENTON (1993)
 DG8058
 DG8058                         *CURRENT SURVEY CONTROL
 DG8058  ___________________________________________________________________
 DG8058* NAD 83(2007)-  39 13 29.45905(N)    075 40 05.57222(W)     ADJUSTED  
 DG8058* NAVD 88     -        18.356  (meters)      60.22   (feet)  ADJUSTED  
 DG8058  ___________________________________________________________________
 DG8058  EPOCH DATE  -        2002.00
 DG8058  X           -   1,224,703.895 (meters)                     COMP
 DG8058  Y           -  -4,793,592.522 (meters)                     COMP
 DG8058  Z           -   4,011,675.641 (meters)                     COMP
 DG8058  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DG8058  ELLIP HEIGHT-         -15.570 (meters)          (02/10/07) ADJUSTED
 DG8058  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DG8058  DYNAMIC HT  -          18.346 (meters)      60.19  (feet)  COMP
 DG8058
 DG8058  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8058  Type    PID    Designation                      North   East  Ellip
 DG8058  -------------------------------------------------------------------
 DG8058  NETWORK DG8058 ECKL                              0.67   0.49   1.90
 DG8058  -------------------------------------------------------------------
 DG8058  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 DG8058
 DG8058  VERT ORDER  -  FIRST     CLASS II
 DG8058
 DG8058.The horizontal coordinates were established by GPS observations
 DG8058.and adjusted by the National Geodetic Survey in February 2007.
 DG8058
 DG8058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8058.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8058.The horizontal coordinates are valid at the epoch date displayed above.
 DG8058.The epoch date for horizontal control is a decimal equivalence
 DG8058.of Year/Month/Day.
 DG8058
 DG8058.The orthometric height was determined by differential leveling
 DG8058.and adjusted in December 2004.
 DG8058.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DG8058
 DG8058.The ellipsoidal height was determined by GPS observations
 DG8058.and is referenced to NAD 83.
 DG8058
 DG8058.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8058;SPC DE       -   135,997.723   178,278.546   MT  1.00000081   -0 09 32.7
 DG8058;SPC DE       -   446,185.86    584,902.20   sFT  1.00000081   -0 09 32.7
 DG8058;UTM  18      - 4,341,941.577   442,321.449   MT  0.99964096   -0 25 21.2
 DG8058
 DG8058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8058!SPC DE       -   1.00000244  x   1.00000081  =   1.00000325
 DG8058!UTM  18      -   1.00000244  x   0.99964096  =   0.99964340
 DG8058
 DG8058                          SUPERSEDED SURVEY CONTROL
 DG8058
 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 (06/30/05)   18.36   (m)           60.2    (f) LEVELING    3  
 DG8058
 DG8058.Superseded values are not recommended for survey control.
 DG8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8058.See file dsdata.txt to determine how the superseded data were derived.
 DG8058
 DG8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4232141942(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DG8058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8058+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0807 ***********************************************************************
 JU0807  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0807  DESIGNATION -  EDGEMOOR 2
 JU0807  PID         -  JU0807
 JU0807  STATE/COUNTY-  DE/NEW CASTLE
 JU0807  USGS QUAD   -  MARCUS HOOK (1993)
 JU0807
 JU0807                         *CURRENT SURVEY CONTROL
 JU0807  ___________________________________________________________________
 JU0807* NAD 83(1991)-  39 45 04.44208(N)    075 29 40.85692(W)     ADJUSTED  
 JU0807* NAVD 88     -         2.851  (meters)       9.35   (feet)  ADJUSTED  
 JU0807  ___________________________________________________________________
 JU0807  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JU0807  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0807  DYNAMIC HT  -           2.849 (meters)       9.35  (feet)  COMP
 JU0807  MODELED GRAV-     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
 JU0807.and adjusted in June 1991.
 JU0807
 JU0807.This Tidal Bench Mark is designated as VM 2955
 JU0807.by the Center for Operational Oceanographic Products and Services.
 JU0807
 JU0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0807
 JU0807.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000472  x   0.99999555  =   1.00000027
 JU0807!SPC NJ       -   1.00000472  x   0.99998942  =   0.99999414
 JU0807!UTM  18      -   1.00000472  x   0.99962211  =   0.99962683
 JU0807
 JU0807:                Primary Azimuth Mark                     Grid Az
 JU0807:SPC DE       -  DELAWARE ORD DEPOT LOT                   072 32 45.2
 JU0807:SPC NJ       -  DELAWARE ORD DEPOT LOT                   073 07 55.5
 JU0807:UTM  18      -  DELAWARE ORD DEPOT LOT                   072 48 44.4
 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 (??/??/??)    3.116  (m)           10.22   (f) ADJUSTED    1 1
 JU0807
 JU0807.Superseded values are not recommended for survey control.
 JU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0807.See file dsdata.txt to determine how the superseded data were derived.
 JU0807
 JU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5762100264(NAD 83)
 JU0807_MARKER: DS = TRIANGULATION STATION DISK
 JU0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0807_STAMPING: EDGEMOOR 2 1933
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0809 ***********************************************************************
 JU0809  DESIGNATION -  EDGEMOOR 2 RM 1
 JU0809  PID         -  JU0809
 JU0809  STATE/COUNTY-  DE/NEW CASTLE
 JU0809  USGS QUAD   -  MARCUS HOOK (1993)
 JU0809
 JU0809                         *CURRENT SURVEY CONTROL
 JU0809  ___________________________________________________________________
 JU0809* NAD 83(1986)-  39 45 03.50   (N)    075 29 39.63   (W)     HD_HELD1  
 JU0809* NAVD 88     -         2.774  (meters)       9.10   (feet)  ADJUSTED  
 JU0809  ___________________________________________________________________
 JU0809  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0809  DYNAMIC HT  -           2.772 (meters)       9.09  (feet)  COMP
 JU0809  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 JU0809
 JU0809  VERT ORDER  -  FIRST     CLASS I
 JU0809
 JU0809.The horizontal coordinates were established by differentially corrected
 JU0809.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU0809
 JU0809.The orthometric height was determined by differential leveling
 JU0809.and adjusted in June 1991.
 JU0809
 JU0809.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0809
 JU0809  NGVD 29 (??/??/??)    3.039  (m)            9.97   (f) ADJUSTED    1 1
 JU0809
 JU0809.Superseded values are not recommended for survey control.
 JU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0809.See file dsdata.txt to determine how the superseded data were derived.
 JU0809
 JU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5765000235(NAD 83)
 JU0809_MARKER: DR = REFERENCE MARK DISK
 JU0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0809_SP_SET: BULKHEAD
 JU0809_STAMPING: EDGEMOOR 2 NO 1 1933
 JU0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0806 ***********************************************************************
 JU0806  DESIGNATION -  EDGEMOOR 2 RM 2
 JU0806  PID         -  JU0806
 JU0806  STATE/COUNTY-  DE/NEW CASTLE
 JU0806  USGS QUAD   -  MARCUS HOOK (1993)
 JU0806
 JU0806                         *CURRENT SURVEY CONTROL
 JU0806  ___________________________________________________________________
 JU0806* NAD 83(1986)-  39 45 06.64   (N)    075 29 42.16   (W)     HD_HELD1  
 JU0806* NAVD 88     -         4.402  (meters)      14.44   (feet)  ADJUSTED  
 JU0806  ___________________________________________________________________
 JU0806  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0806  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 JU0806  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 JU0806
 JU0806  VERT ORDER  -  FIRST     CLASS I
 JU0806
 JU0806.The horizontal coordinates were established by differentially corrected
 JU0806.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU0806
 JU0806.The orthometric height was determined by differential leveling
 JU0806.and adjusted in June 1991.
 JU0806
 JU0806.The geoid height was determined by GEOID03.
 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       -   194,479.7     193,282.9     MT  (+/- 3 meters HH1 GPS) 
 JU0806
 JU0806                          SUPERSEDED SURVEY CONTROL
 JU0806
 JU0806  NGVD 29 (??/??/??)    4.668  (m)           15.31   (f) ADJUSTED    1 1
 JU0806
 JU0806.Superseded values are not recommended for survey control.
 JU0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0806.See file dsdata.txt to determine how the superseded data were derived.
 JU0806
 JU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5759000332(NAD 83)
 JU0806_MARKER: DR = REFERENCE MARK DISK
 JU0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0806_STAMPING: EDGEMOOR 2 NO 2 1933
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3375 ***********************************************************************
 JU3375  DESIGNATION -  ELBOW OF CROSS LEDGE LIGHT
 JU3375  PID         -  JU3375
 JU3375  STATE/COUNTY-  DE/KENT
 JU3375  USGS QUAD   -  BENNETTS PIER (1993)
 JU3375
 JU3375                         *CURRENT SURVEY CONTROL
 JU3375  ___________________________________________________________________
 JU3375* NAD 83(1991)-  39 10 56.01450(N)    075 16 06.39653(W)     ADJUSTED  
 JU3375* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU3375  ___________________________________________________________________
 JU3375  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU3375  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU3375  HORZ ORDER  -  THIRD
 JU3375
 JU3375.The horizontal coordinates were established by classical geodetic methods
 JU3375.and adjusted by the National Geodetic Survey in January 1992.
 JU3375
 JU3375.The orthometric height was scaled from a topographic map.
 JU3375
 JU3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3375
 JU3375.The geoid height was determined by GEOID03.
 JU3375
 JU3375;                    North         East     Units Scale Factor Converg.
 JU3375;SPC DE       -   131,246.027   212,806.980   MT  0.99999702   +0 05 37.1
 JU3375;SPC DE       -   430,596.34    698,184.23   sFT  0.99999702   +0 05 37.1
 JU3375;SPC NJ       -    39,009.981    83,609.824   MT  0.99995425   -0 29 07.8
 JU3375;SPC NJ       -   127,985.25    274,309.90   sFT  0.99995425   -0 29 07.8
 JU3375;UTM  18      - 4,337,033.058   476,814.733   MT  0.99960662   -0 10 10.6
 JU3375
 JU3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3375!SPC DE       -   1.00000421  x   0.99999702  =   1.00000123
 JU3375!SPC NJ       -   1.00000421  x   0.99995425  =   0.99995846
 JU3375!UTM  18      -   1.00000421  x   0.99960662  =   0.99961083
 JU3375
 JU3375                          SUPERSEDED SURVEY CONTROL
 JU3375
 JU3375  NAD 83(1986)-  39 10 56.00667(N)    075 16 06.40211(W) AD(       ) 4
 JU3375  NAD 27      -  39 10 55.59600(N)    075 16 07.71700(W) AD(       ) 3
 JU3375
 JU3375.Superseded values are not recommended for survey control.
 JU3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3375.See file dsdata.txt to determine how the superseded data were derived.
 JU3375
 JU3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7681537033(NAD 83)
 JU3375_MARKER: 13 = LIGHTHOUSE
 JU3375_SETTING: 0 = UNSPECIFIED SETTING
 JU3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3375+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3375
 JU3375  HISTORY     - Date     Condition        Report By
 JU3375  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3375  HISTORY     - 1969     SEE DESCRIPTION  CGS
 JU3375  HISTORY     - 19830101 POOR             NOS
 JU3375
 JU3375                          STATION DESCRIPTION
 JU3375
 JU3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JU3375'LOST.  THE LIGHT WAS REBUILT IN 1954.  ACCORDING TO THE COAST GUARD,
 JU3375'THEY BELIEVE THE BASE OF THE STRUCTURE IS THE SAME.  RECOMMEND IT BE
 JU3375'USED WITH CAUTION.
 JU3375
 JU3375                          STATION RECOVERY (1983)
 JU3375
 JU3375'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3375'DESTROYED.  ACCORDING TO THE 1933 LIGHT LIST, THE LIGHT AT THAT TIME
 JU3375'WAS A RED BRICK OCTAGONAL DWELLING ON A BROWN CYLINDRICAL PIER, WITH A
 JU3375'BROWN LANTERN.  ACCORDING TO THE COAST GUARD DISTRICT OFFICE, THE
 JU3375'DWELLING WAS DESTROYED IN 1947, AND THE PRESENT STRUCTURE WAS BUILT ON
 JU3375'THE OLD CYLINDRICAL PIER IN 1954.  THE PRESENT LIGHT IS ATOP A RED
 JU3375'SKELETON STEEL TOWER WITH A SMALL WHITE HOUSE, BUILT ON AN
 JU3375'INTERNATIONAL ORANGE CYLINDRICAL BASE.  THIS LIGHT WAS POSITIONED BY
 JU3375'THIS PARTY, AND CALLED ---ELBOW OF CROSS LEDGE LT NEW---.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2525 ***********************************************************************
 JU2525  DESIGNATION -  ELLIOTT
 JU2525  PID         -  JU2525
 JU2525  STATE/COUNTY-  DE/NEW CASTLE
 JU2525  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2525
 JU2525                         *CURRENT SURVEY CONTROL
 JU2525  ___________________________________________________________________
 JU2525* NAD 83(1991)-  39 43 08.80377(N)    075 30 37.08986(W)     ADJUSTED  
 JU2525* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 JU2525  ___________________________________________________________________
 JU2525  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU2525  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2525
 JU2525.The geoid height was determined by GEOID03.
 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                          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    3  
 JU2525
 JU2525.Superseded values are not recommended for survey control.
 JU2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2525.See file dsdata.txt to determine how the superseded data were derived.
 JU2525
 JU2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5626396707(NAD 83)
 JU2525_MARKER: DD = SURVEY DISK
 JU2525_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2525+WITH SETTING: PAVEMENT
 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 = MARCH  2, 2009
 JU3679 ***********************************************************************
 JU3679  DESIGNATION -  ELM 1959
 JU3679  PID         -  JU3679
 JU3679  STATE/COUNTY-  DE/NEW CASTLE
 JU3679  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3679
 JU3679                         *CURRENT SURVEY CONTROL
 JU3679  ___________________________________________________________________
 JU3679* NAD 83(1991)-  39 44 25.13213(N)    075 33 48.84255(W)     ADJUSTED  
 JU3679* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 JU3679  ___________________________________________________________________
 JU3679  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU3679  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3679
 JU3679.The geoid height was determined by GEOID03.
 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  =   0.99963219
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3679.See file dsdata.txt to determine how the superseded data were derived.
 JU3679
 JU3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5171299087(NAD 83)
 JU3679_MARKER: DE = TRAVERSE STATION DISK
 JU3679_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3679+WITH SETTING: PAVEMENT
 JU3679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3679+STABILITY: SURFACE MOTION
 JU3679
 JU3679  HISTORY     - Date     Condition        Report By
 JU3679  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0922 ***********************************************************************
 HU0922  DESIGNATION -  F 10 RESET 1958
 HU0922  PID         -  HU0922
 HU0922  STATE/COUNTY-  DE/SUSSEX
 HU0922  USGS QUAD   -  HICKMAN (1993)
 HU0922
 HU0922                         *CURRENT SURVEY CONTROL
 HU0922  ___________________________________________________________________
 HU0922* NAD 83(1986)-  38 47 46.     (N)    075 41 50.     (W)     SCALED    
 HU0922* NAVD 88     -        11.24   (+/-2cm)      36.9    (feet)  VERTCON   
 HU0922  ___________________________________________________________________
 HU0922  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 HU0922  VERT ORDER  -  THIRD (See Below)
 HU0922
 HU0922.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 HU0922
 HU0922.The geoid height was determined by GEOID03.
 HU0922
 HU0922;                    North         East    Units  Estimated Accuracy
 HU0922;SPC DE       -    88,410.      175,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0922.See file dsdata.txt to determine how the superseded data were derived.
 HU0922
 HU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394943(NAD 83)
 HU0922_MARKER: DB = BENCH MARK DISK
 HU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0922_STAMPING: F 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0849 ***********************************************************************
 HU0849  DESIGNATION -  F 11
 HU0849  PID         -  HU0849
 HU0849  STATE/COUNTY-  DE/KENT
 HU0849  USGS QUAD   -  HARRINGTON (1993)
 HU0849
 HU0849                         *CURRENT SURVEY CONTROL
 HU0849  ___________________________________________________________________
 HU0849* NAD 83(1986)-  38 58 07.     (N)    075 37 20.     (W)     SCALED    
 HU0849* NAVD 88     -        18.335  (meters)      60.15   (feet)  ADJUSTED  
 HU0849  ___________________________________________________________________
 HU0849  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 HU0849  DYNAMIC HT  -          18.325 (meters)      60.12  (feet)  COMP
 HU0849  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 HU0849
 HU0849  VERT ORDER  -  SECOND    CLASS 0
 HU0849
 HU0849.The horizontal coordinates were scaled from a topographic map and have
 HU0849.an estimated accuracy of +/- 6 seconds.
 HU0849
 HU0849.The orthometric height was determined by differential leveling
 HU0849.and adjusted in June 1991.
 HU0849
 HU0849.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0849
 HU0849  NGVD 29 (??/??/??)   18.576  (m)           60.94   (f) ADJUSTED    2 0
 HU0849
 HU0849.Superseded values are not recommended for survey control.
 HU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0849.See file dsdata.txt to determine how the superseded data were derived.
 HU0849
 HU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ460134(NAD 83)
 HU0849_MARKER: DB = BENCH MARK DISK
 HU0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0849_SP_SET: CULVERT
 HU0849_STAMPING: F 11 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1298 ***********************************************************************
 JU1298  DESIGNATION -  F 12
 JU1298  PID         -  JU1298
 JU1298  STATE/COUNTY-  DE/KENT
 JU1298  USGS QUAD   -  MARYDEL (1993)
 JU1298
 JU1298                         *CURRENT SURVEY CONTROL
 JU1298  ___________________________________________________________________
 JU1298* NAD 83(1986)-  39 03 35.     (N)    075 38 12.     (W)     SCALED    
 JU1298* NAVD 88     -        16.388  (meters)      53.77   (feet)  ADJUSTED  
 JU1298  ___________________________________________________________________
 JU1298  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1298  DYNAMIC HT  -          16.378 (meters)      53.73  (feet)  COMP
 JU1298  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 JU1298
 JU1298  VERT ORDER  -  SECOND    CLASS 0
 JU1298
 JU1298.The horizontal coordinates were scaled from a topographic map and have
 JU1298.an estimated accuracy of +/- 6 seconds.
 JU1298
 JU1298.The orthometric height was determined by differential leveling
 JU1298.and adjusted in June 1991.
 JU1298
 JU1298.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1298
 JU1298  NGVD 29 (??/??/??)   16.625  (m)           54.54   (f) ADJUSTED    2 0
 JU1298
 JU1298.Superseded values are not recommended for survey control.
 JU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1298.See file dsdata.txt to determine how the superseded data were derived.
 JU1298
 JU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449235(NAD 83)
 JU1298_MARKER: DB = BENCH MARK DISK
 JU1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1298_SP_SET: CULVERT
 JU1298_STAMPING: F 12 1942
 JU1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1298
 JU1298  HISTORY     - Date     Condition        Report By
 JU1298  HISTORY     - 1942     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1299 ***********************************************************************
 JU1299  DESIGNATION -  F 12 RESET 1959 DEDHT
 JU1299  PID         -  JU1299
 JU1299  STATE/COUNTY-  DE/KENT
 JU1299  USGS QUAD   -  MARYDEL (1993)
 JU1299
 JU1299                         *CURRENT SURVEY CONTROL
 JU1299  ___________________________________________________________________
 JU1299* NAD 83(1986)-  39 03 35.     (N)    075 38 12.     (W)     SCALED    
 JU1299* NAVD 88     -        16.29   (meters)      53.4    (feet)  RESET     
 JU1299  ___________________________________________________________________
 JU1299  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1299  VERT ORDER  -  THIRD
 JU1299
 JU1299.The horizontal coordinates were scaled from a topographic map and have
 JU1299.an estimated accuracy of +/- 6 seconds.
 JU1299
 JU1299.The orthometric height was computed from unverified reset data.
 JU1299.No vertical observational check was made to the station.
 JU1299
 JU1299.The geoid height was determined by GEOID03.
 JU1299
 JU1299;                    North         East    Units  Estimated Accuracy
 JU1299;SPC DE       -   117,660.      180,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1299.See file dsdata.txt to determine how the superseded data were derived.
 JU1299
 JU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449235(NAD 83)
 JU1299_MARKER: DB = BENCH MARK DISK
 JU1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1299_STAMPING: F 12 RESET 1959
 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 = MARCH  2, 2009
 JU1024 ***********************************************************************
 JU1024  DESIGNATION -  F 14
 JU1024  PID         -  JU1024
 JU1024  STATE/COUNTY-  DE/KENT
 JU1024  USGS QUAD   -  LITTLE CREEK (1993)
 JU1024
 JU1024                         *CURRENT SURVEY CONTROL
 JU1024  ___________________________________________________________________
 JU1024* NAD 83(1986)-  39 12 20.     (N)    075 29 53.     (W)     SCALED    
 JU1024* NAVD 88     -         6.034  (meters)      19.80   (feet)  ADJUSTED  
 JU1024  ___________________________________________________________________
 JU1024  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU1024  DYNAMIC HT  -           6.031 (meters)      19.79  (feet)  COMP
 JU1024  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 JU1024
 JU1024  VERT ORDER  -  THIRD
 JU1024
 JU1024.The horizontal coordinates were scaled from a topographic map and have
 JU1024.an estimated accuracy of +/- 6 seconds.
 JU1024
 JU1024.The orthometric height was determined by differential leveling
 JU1024.and adjusted in June 1991.
 JU1024
 JU1024.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1024;SPC DE       -   133,830.      192,970.      MT  (+/- 180 meters Scaled)
 JU1024
 JU1024                          SUPERSEDED SURVEY CONTROL
 JU1024
 JU1024  NGVD 29 (??/??/??)    6.259  (m)           20.53   (f) ADJUSTED    3 0
 JU1024
 JU1024.Superseded values are not recommended for survey control.
 JU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1024.See file dsdata.txt to determine how the superseded data were derived.
 JU1024
 JU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ569397(NAD 83)
 JU1024_MARKER: DB = BENCH MARK DISK
 JU1024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU1024_STAMPING: F 14 1946
 JU1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0907 ***********************************************************************
 JU0907  DESIGNATION -  F 21
 JU0907  PID         -  JU0907
 JU0907  STATE/COUNTY-  DE/NEW CASTLE
 JU0907  USGS QUAD   -  MARCUS HOOK (1993)
 JU0907
 JU0907                         *CURRENT SURVEY CONTROL
 JU0907  ___________________________________________________________________
 JU0907* NAD 83(1986)-  39 47 17.     (N)    075 29 46.     (W)     SCALED    
 JU0907* NAVD 88     -        66.335  (meters)     217.63   (feet)  POSTED    
 JU0907  ___________________________________________________________________
 JU0907  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0907  DYNAMIC HT  -          66.300 (meters)     217.52  (feet)  COMP
 JU0907  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU0907
 JU0907  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0907
 JU0907.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU0907.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0907.rate of 0.0 thru 1.0 mm/km.
 JU0907
 JU0907.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0907
 JU0907  NGVD 29 (??/??/??)   66.681  (m)          218.77   (f) ADJUSTED    2 0
 JU0907
 JU0907.Superseded values are not recommended for survey control.
 JU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0907.See file dsdata.txt to determine how the superseded data were derived.
 JU0907
 JU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK575043(NAD 83)
 JU0907_MARKER: DB = BENCH MARK DISK
 JU0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0907_SP_SET: BRIDGE
 JU0907_STAMPING: F 21 1959
 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 = MARCH  2, 2009
 JU1472 ***********************************************************************
 JU1472  DESIGNATION -  F 22
 JU1472  PID         -  JU1472
 JU1472  STATE/COUNTY-  DE/NEW CASTLE
 JU1472  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1472
 JU1472                         *CURRENT SURVEY CONTROL
 JU1472  ___________________________________________________________________
 JU1472* NAD 83(1986)-  39 43 27.     (N)    075 33 21.     (W)     SCALED    
 JU1472* NAVD 88     -         2.723  (meters)       8.93   (feet)  POSTED    
 JU1472  ___________________________________________________________________
 JU1472  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1472  DYNAMIC HT  -           2.720 (meters)       8.92  (feet)  COMP
 JU1472  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 JU1472
 JU1472  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU1472
 JU1472.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1472.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU1472.rate of 4.1 thru 8.0 mm/km.
 JU1472
 JU1472.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1472
 JU1472  NGVD 29 (??/??/??)    3.075  (m)           10.09   (f) ADJUSTED    2 0
 JU1472
 JU1472.Superseded values are not recommended for survey control.
 JU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1472.See file dsdata.txt to determine how the superseded data were derived.
 JU1472
 JU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ523972(NAD 83)
 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_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 = MARCH  2, 2009
 JU1697 ***********************************************************************
 JU1697  DESIGNATION -  F 23
 JU1697  PID         -  JU1697
 JU1697  STATE/COUNTY-  DE/NEW CASTLE
 JU1697  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1697
 JU1697                         *CURRENT SURVEY CONTROL
 JU1697  ___________________________________________________________________
 JU1697* NAD 83(1986)-  39 41 02.     (N)    075 37 08.     (W)     SCALED    
 JU1697* NAVD 88     -         7.557  (meters)      24.79   (feet)  ADJUSTED  
 JU1697  ___________________________________________________________________
 JU1697  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1697  DYNAMIC HT  -           7.553 (meters)      24.78  (feet)  COMP
 JU1697  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 JU1697
 JU1697  VERT ORDER  -  SECOND    CLASS 0
 JU1697
 JU1697.The horizontal coordinates were scaled from a topographic map and have
 JU1697.an estimated accuracy of +/- 6 seconds.
 JU1697
 JU1697.The orthometric height was determined by differential leveling
 JU1697.and adjusted in June 1991.
 JU1697
 JU1697.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1697
 JU1697  NGVD 29 (??/??/??)    7.904  (m)           25.93   (f) ADJUSTED    2 0
 JU1697
 JU1697.Superseded values are not recommended for survey control.
 JU1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1697.See file dsdata.txt to determine how the superseded data were derived.
 JU1697
 JU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ469928(NAD 83)
 JU1697_MARKER: DB = BENCH MARK DISK
 JU1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1697_SP_SET: CULVERT
 JU1697_STAMPING: F 23 1959
 JU1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0133 ***********************************************************************
 HU0133  DESIGNATION -  F 27
 HU0133  PID         -  HU0133
 HU0133  STATE/COUNTY-  DE/SUSSEX
 HU0133  USGS QUAD   -  FAIRMOUNT (1991)
 HU0133
 HU0133                         *CURRENT SURVEY CONTROL
 HU0133  ___________________________________________________________________
 HU0133* NAD 83(1991)-  38 43 17.42831(N)    075 07 29.83053(W)     ADJUSTED  
 HU0133* NAVD 88     -         8.046  (meters)      26.40   (feet)  ADJUSTED  
 HU0133  ___________________________________________________________________
 HU0133  X           -   1,279,119.332 (meters)                     COMP
 HU0133  Y           -  -4,815,723.154 (meters)                     COMP
 HU0133  Z           -   3,968,226.272 (meters)                     COMP
 HU0133  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HU0133  ELLIP HEIGHT-         -27.436 (meters)          (09/01/99) ADJUSTED
 HU0133  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU0133  DYNAMIC HT  -           8.041 (meters)      26.38  (feet)  COMP
 HU0133  MODELED GRAV-     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
 HU0133.and adjusted in June 1991.
 HU0133
 HU0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0133
 HU0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0133
 HU0133.The ellipsoidal height was determined by GPS observations
 HU0133.and is referenced to NAD 83.
 HU0133
 HU0133.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)    8.282  (m)           27.17   (f) ADJUSTED    2 0
 HU0133
 HU0133.Superseded values are not recommended for survey control.
 HU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0133.See file dsdata.txt to determine how the superseded data were derived.
 HU0133
 HU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8913885880(NAD 83)
 HU0133_MARKER: DB = BENCH MARK DISK
 HU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0133_SP_SET: CONCRETE POST
 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" BELOW SURFACE IN A FLOWER BED AROUND FLAG POLE AT
 HU0133'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 = MARCH  2, 2009
 HU0103 ***********************************************************************
 HU0103  DESIGNATION -  F 28
 HU0103  PID         -  HU0103
 HU0103  STATE/COUNTY-  DE/SUSSEX
 HU0103  USGS QUAD   -  BETHANY BEACH (1991)
 HU0103
 HU0103                         *CURRENT SURVEY CONTROL
 HU0103  ___________________________________________________________________
 HU0103* NAD 83(1986)-  38 32 43.     (N)    075 03 34.     (W)     SCALED    
 HU0103* NAVD 88     -         1.032  (meters)       3.39   (feet)  ADJUSTED  
 HU0103  ___________________________________________________________________
 HU0103  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU0103  DYNAMIC HT  -           1.031 (meters)       3.38  (feet)  COMP
 HU0103  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 HU0103
 HU0103  VERT ORDER  -  SECOND    CLASS 0
 HU0103
 HU0103.The horizontal coordinates were scaled from a topographic map and have
 HU0103.an estimated accuracy of +/- 6 seconds.
 HU0103
 HU0103.The orthometric height was determined by differential leveling
 HU0103.and adjusted in June 1991.
 HU0103
 HU0103.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0103
 HU0103  NGVD 29 (??/??/??)    1.269  (m)            4.16   (f) ADJUSTED    2 0
 HU0103
 HU0103.Superseded values are not recommended for survey control.
 HU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0103.See file dsdata.txt to determine how the superseded data were derived.
 HU0103
 HU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH948663(NAD 83)
 HU0103_MARKER: DB = BENCH MARK DISK
 HU0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0103_SP_SET: CONCRETE BASE
 HU0103_STAMPING: F 28 1962
 HU0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0082 ***********************************************************************
 HU0082  DESIGNATION -  F 29
 HU0082  PID         -  HU0082
 HU0082  STATE/COUNTY-  DE/SUSSEX
 HU0082  USGS QUAD   -  LEWES (1991)
 HU0082
 HU0082                         *CURRENT SURVEY CONTROL
 HU0082  ___________________________________________________________________
 HU0082* NAD 83(1986)-  38 46 01.     (N)    075 09 54.     (W)     SCALED    
 HU0082* NAVD 88     -         4.463  (meters)      14.64   (feet)  ADJUSTED  
 HU0082  ___________________________________________________________________
 HU0082  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0082  DYNAMIC HT  -           4.461 (meters)      14.64  (feet)  COMP
 HU0082  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 HU0082
 HU0082  VERT ORDER  -  FIRST     CLASS II
 HU0082
 HU0082.The horizontal coordinates were scaled from a topographic map and have
 HU0082.an estimated accuracy of +/- 6 seconds.
 HU0082
 HU0082.The orthometric height was determined by differential leveling
 HU0082.and adjusted in June 1991.
 HU0082
 HU0082.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0082;SPC DE       -    85,160.      221,870.      MT  (+/- 180 meters Scaled)
 HU0082
 HU0082                          SUPERSEDED SURVEY CONTROL
 HU0082
 HU0082  NGVD 29 (??/??/??)    4.699  (m)           15.42   (f) ADJUSTED    1 2
 HU0082
 HU0082.Superseded values are not recommended for survey control.
 HU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0082.See file dsdata.txt to determine how the superseded data were derived.
 HU0082
 HU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH856909(NAD 83)
 HU0082_MARKER: DB = BENCH MARK DISK
 HU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0082_SP_SET: CONCRETE POST
 HU0082_STAMPING: F 29 1962
 HU0082_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 HU0082+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0046 ***********************************************************************
 HU0046  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0046  DESIGNATION -  F 30
 HU0046  PID         -  HU0046
 HU0046  STATE/COUNTY-  DE/SUSSEX
 HU0046  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0046
 HU0046                         *CURRENT SURVEY CONTROL
 HU0046  ___________________________________________________________________
 HU0046* NAD 83(1986)-  38 56 50.     (N)    075 18 55.     (W)     SCALED    
 HU0046* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 HU0046  ___________________________________________________________________
 HU0046  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0046  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 HU0046  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 HU0046
 HU0046  VERT ORDER  -  SECOND    CLASS 0
 HU0046
 HU0046.The horizontal coordinates were scaled from a topographic map and have
 HU0046.an estimated accuracy of +/- 6 seconds.
 HU0046
 HU0046.The orthometric height was determined by differential leveling
 HU0046.and adjusted in June 1991.
 HU0046
 HU0046.This Tidal Bench Mark is designated as VM 3000
 HU0046.by the Center for Operational Oceanographic Products and Services.
 HU0046
 HU0046.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0046
 HU0046  NGVD 29 (??/??/??)    2.128  (m)            6.98   (f) ADJUSTED    2 0
 HU0046
 HU0046.Superseded values are not recommended for survey control.
 HU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0046.See file dsdata.txt to determine how the superseded data were derived.
 HU0046
 HU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0046_MARKER: DB = BENCH MARK DISK
 HU0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0046_SP_SET: LIGHT TOWER LEG FOOTING
 HU0046_STAMPING: F 30 1962
 HU0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0188 ***********************************************************************
 HU0188  DESIGNATION -  F 33
 HU0188  PID         -  HU0188
 HU0188  STATE/COUNTY-  DE/SUSSEX
 HU0188  USGS QUAD   -  ELLENDALE (1992)
 HU0188
 HU0188                         *CURRENT SURVEY CONTROL
 HU0188  ___________________________________________________________________
 HU0188* NAD 83(1986)-  38 49 00.     (N)    075 24 42.     (W)     SCALED    
 HU0188* NAVD 88     -        14.838  (meters)      48.68   (feet)  ADJUSTED  
 HU0188  ___________________________________________________________________
 HU0188  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU0188  DYNAMIC HT  -          14.830 (meters)      48.65  (feet)  COMP
 HU0188  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0188
 HU0188  VERT ORDER  -  SECOND    CLASS II
 HU0188
 HU0188.The horizontal coordinates were scaled from a topographic map and have
 HU0188.an estimated accuracy of +/- 6 seconds.
 HU0188
 HU0188.The orthometric height was determined by differential leveling
 HU0188.and adjusted in June 1991.
 HU0188
 HU0188.The geoid height was determined by GEOID03.
 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       -    90,650.      200,430.      MT  (+/- 180 meters Scaled)
 HU0188
 HU0188                          SUPERSEDED SURVEY CONTROL
 HU0188
 HU0188  NGVD 29 (??/??/??)   15.080  (m)           49.48   (f) ADJUSTED    2 0
 HU0188
 HU0188.Superseded values are not recommended for survey control.
 HU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0188.See file dsdata.txt to determine how the superseded data were derived.
 HU0188
 HU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH642965(NAD 83)
 HU0188_MARKER: DB = BENCH MARK DISK
 HU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0188_STAMPING: F 33 1962
 HU0188_PROJECTION: FLUSH
 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 = MARCH  2, 2009
 HU0773 ***********************************************************************
 HU0773  DESIGNATION -  F 34
 HU0773  PID         -  HU0773
 HU0773  STATE/COUNTY-  DE/SUSSEX
 HU0773  USGS QUAD   -  SEAFORD EAST (1992)
 HU0773
 HU0773                         *CURRENT SURVEY CONTROL
 HU0773  ___________________________________________________________________
 HU0773* NAD 83(1986)-  38 37 52.     (N)    075 36 40.     (W)     SCALED    
 HU0773* NAVD 88     -         4.534  (meters)      14.88   (feet)  ADJUSTED  
 HU0773  ___________________________________________________________________
 HU0773  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 HU0773  DYNAMIC HT  -           4.531 (meters)      14.87  (feet)  COMP
 HU0773  MODELED GRAV-     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 scaled from a topographic map and have
 HU0773.an estimated accuracy of +/- 6 seconds.
 HU0773
 HU0773.The orthometric height was determined by differential leveling
 HU0773.and adjusted in June 1991.
 HU0773
 HU0773.The geoid height was determined by GEOID03.
 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.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       -    70,070.      183,070.      MT  (+/- 180 meters Scaled)
 HU0773
 HU0773                          SUPERSEDED SURVEY CONTROL
 HU0773
 HU0773  NGVD 29 (??/??/??)    4.781  (m)           15.69   (f) ADJUSTED    1 1
 HU0773
 HU0773.Superseded values are not recommended for survey control.
 HU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0773.See file dsdata.txt to determine how the superseded data were derived.
 HU0773
 HU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH468760(NAD 83)
 HU0773_MARKER: DB = BENCH MARK DISK
 HU0773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0773_SP_SET: 80 FEET
 HU0773_STAMPING: F 34 1963
 HU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0773
 HU0773  HISTORY     - Date     Condition        Report By
 HU0773  HISTORY     - 1963     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1357 ***********************************************************************
 JU1357  DESIGNATION -  F 36
 JU1357  PID         -  JU1357
 JU1357  STATE/COUNTY-  DE/KENT
 JU1357  USGS QUAD   -  WYOMING (1993)
 JU1357
 JU1357                         *CURRENT SURVEY CONTROL
 JU1357  ___________________________________________________________________
 JU1357* NAD 83(1986)-  39 06 17.     (N)    075 31 25.     (W)     SCALED    
 JU1357* NAVD 88     -         3.767  (meters)      12.36   (feet)  ADJUSTED  
 JU1357  ___________________________________________________________________
 JU1357  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1357  DYNAMIC HT  -           3.765 (meters)      12.35  (feet)  COMP
 JU1357  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 JU1357
 JU1357  VERT ORDER  -  FIRST     CLASS I
 JU1357
 JU1357.The horizontal coordinates were scaled from a topographic map and have
 JU1357.an estimated accuracy of +/- 6 seconds.
 JU1357
 JU1357.The orthometric height was determined by differential leveling
 JU1357.and adjusted in June 1991.
 JU1357
 JU1357.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1357
 JU1357  NGVD 29 (??/??/??)    4.005  (m)           13.14   (f) ADJUSTED    1 1
 JU1357
 JU1357.Superseded values are not recommended for survey control.
 JU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1357.See file dsdata.txt to determine how the superseded data were derived.
 JU1357
 JU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547285(NAD 83)
 JU1357_MARKER: DB = BENCH MARK DISK
 JU1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1357_SP_SET: BRIDGE
 JU1357_STAMPING: F 36 1963
 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 = MARCH  2, 2009
 JU1358 ***********************************************************************
 JU1358  DESIGNATION -  F 36 RESET 1969 DEDHT
 JU1358  PID         -  JU1358
 JU1358  STATE/COUNTY-  DE/KENT
 JU1358  USGS QUAD   -  WYOMING (1993)
 JU1358
 JU1358                         *CURRENT SURVEY CONTROL
 JU1358  ___________________________________________________________________
 JU1358* NAD 83(1986)-  39 06 17.     (N)    075 31 25.     (W)     SCALED    
 JU1358* NAVD 88     -         3.83   (meters)      12.6    (feet)  RESET     
 JU1358  ___________________________________________________________________
 JU1358  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1358  VERT ORDER  -  THIRD
 JU1358
 JU1358.The horizontal coordinates were scaled from a topographic map and have
 JU1358.an estimated accuracy of +/- 6 seconds.
 JU1358
 JU1358.The orthometric height was computed from unverified reset data.
 JU1358.No vertical observational check was made to the station.
 JU1358
 JU1358.The geoid height was determined by GEOID03.
 JU1358
 JU1358;                    North         East    Units  Estimated Accuracy
 JU1358;SPC DE       -   122,640.      190,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1358.See file dsdata.txt to determine how the superseded data were derived.
 JU1358
 JU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547285(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1358+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1351 ***********************************************************************
 JU1351  DESIGNATION -  F 37
 JU1351  PID         -  JU1351
 JU1351  STATE/COUNTY-  DE/KENT
 JU1351  USGS QUAD   -  SMYRNA (1993)
 JU1351
 JU1351                         *CURRENT SURVEY CONTROL
 JU1351  ___________________________________________________________________
 JU1351* NAD 83(1986)-  39 18 25.     (N)    075 32 54.     (W)     SCALED    
 JU1351* NAVD 88     -         6.385  (meters)      20.95   (feet)  ADJUSTED  
 JU1351  ___________________________________________________________________
 JU1351  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU1351  DYNAMIC HT  -           6.382 (meters)      20.94  (feet)  COMP
 JU1351  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 JU1351
 JU1351  VERT ORDER  -  FIRST     CLASS I
 JU1351
 JU1351.The horizontal coordinates were scaled from a topographic map and have
 JU1351.an estimated accuracy of +/- 6 seconds.
 JU1351
 JU1351.The orthometric height was determined by differential leveling
 JU1351.and adjusted in June 1991.
 JU1351
 JU1351.The geoid height was determined by GEOID03.
 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       -   145,090.      188,640.      MT  (+/- 180 meters Scaled)
 JU1351
 JU1351                          SUPERSEDED SURVEY CONTROL
 JU1351
 JU1351  NGVD 29 (??/??/??)    6.624  (m)           21.73   (f) ADJUSTED    1 1
 JU1351
 JU1351.Superseded values are not recommended for survey control.
 JU1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1351.See file dsdata.txt to determine how the superseded data were derived.
 JU1351
 JU1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ527509(NAD 83)
 JU1351_MARKER: DB = BENCH MARK DISK
 JU1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1351_STAMPING: F 37 1963
 JU1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1351+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1372 ***********************************************************************
 JU1372  DESIGNATION -  F 39
 JU1372  PID         -  JU1372
 JU1372  STATE/COUNTY-  DE/NEW CASTLE
 JU1372  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1372
 JU1372                         *CURRENT SURVEY CONTROL
 JU1372  ___________________________________________________________________
 JU1372* NAD 83(1986)-  39 44 13.     (N)    075 32 33.     (W)     SCALED    
 JU1372* NAVD 88     -         7.550  (meters)      24.77   (feet)  ADJUSTED  
 JU1372  ___________________________________________________________________
 JU1372  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1372  DYNAMIC HT  -           7.547 (meters)      24.76  (feet)  COMP
 JU1372  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 JU1372
 JU1372  VERT ORDER  -  FIRST     CLASS I
 JU1372
 JU1372.The horizontal coordinates were scaled from a topographic map and have
 JU1372.an estimated accuracy of +/- 6 seconds.
 JU1372
 JU1372.The orthometric height was determined by differential leveling
 JU1372.and adjusted in June 1991.
 JU1372
 JU1372.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1372
 JU1372  NGVD 29 (01/10/92)    7.812  (m)           25.63   (f) ADJUSTED    1 1
 JU1372
 JU1372.Superseded values are not recommended for survey control.
 JU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1372.See file dsdata.txt to determine how the superseded data were derived.
 JU1372
 JU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ535987(NAD 83)
 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_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 = MARCH  2, 2009
 HU0752 ***********************************************************************
 HU0752  DESIGNATION -  F 4
 HU0752  PID         -  HU0752
 HU0752  STATE/COUNTY-  DE/SUSSEX
 HU0752  USGS QUAD   -  GREENWOOD (1992)
 HU0752
 HU0752                         *CURRENT SURVEY CONTROL
 HU0752  ___________________________________________________________________
 HU0752* NAD 83(1986)-  38 45 39.     (N)    075 36 09.     (W)     SCALED    
 HU0752* NAVD 88     -        14.642  (meters)      48.04   (feet)  ADJUSTED  
 HU0752  ___________________________________________________________________
 HU0752  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU0752  DYNAMIC HT  -          14.633 (meters)      48.01  (feet)  COMP
 HU0752  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 HU0752
 HU0752  VERT ORDER  -  FIRST     CLASS II
 HU0752
 HU0752.The horizontal coordinates were scaled from a topographic map and have
 HU0752.an estimated accuracy of +/- 6 seconds.
 HU0752
 HU0752.The orthometric height was determined by differential leveling
 HU0752.and adjusted in June 1991.
 HU0752
 HU0752.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0752
 HU0752  NGVD 29 (??/??/??)   14.889  (m)           48.85   (f) ADJUSTED    1 2
 HU0752
 HU0752.Superseded values are not recommended for survey control.
 HU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0752.See file dsdata.txt to determine how the superseded data were derived.
 HU0752
 HU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH476904(NAD 83)
 HU0752_MARKER: DB = BENCH MARK DISK
 HU0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0752_STAMPING: F 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1796 ***********************************************************************
 JU1796  DESIGNATION -  F 40
 JU1796  PID         -  JU1796
 JU1796  STATE/COUNTY-  DE/NEW CASTLE
 JU1796  USGS QUAD   -  DELAWARE CITY (1993)
 JU1796
 JU1796                         *CURRENT SURVEY CONTROL
 JU1796  ___________________________________________________________________
 JU1796* NAD 83(1986)-  39 33 31.     (N)    075 34 58.     (W)     SCALED    
 JU1796* NAVD 88     -         3.031  (meters)       9.94   (feet)  ADJUSTED  
 JU1796  ___________________________________________________________________
 JU1796  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU1796  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 JU1796  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 JU1796
 JU1796  VERT ORDER  -  FIRST     CLASS I
 JU1796
 JU1796.The horizontal coordinates were scaled from a topographic map and have
 JU1796.an estimated accuracy of +/- 6 seconds.
 JU1796
 JU1796.The orthometric height was determined by differential leveling
 JU1796.and adjusted in June 1991.
 JU1796
 JU1796.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1796
 JU1796  NGVD 29 (01/10/92)    3.273  (m)           10.74   (f) ADJUSTED    1 1
 JU1796
 JU1796.Superseded values are not recommended for survey control.
 JU1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1796.See file dsdata.txt to determine how the superseded data were derived.
 JU1796
 JU1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499789(NAD 83)
 JU1796_MARKER: DB = BENCH MARK DISK
 JU1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1796_SP_SET: PIER
 JU1796_STAMPING: F 40 1971
 JU1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU2211 ***********************************************************************
 JU2211  DESIGNATION -  F 41
 JU2211  PID         -  JU2211
 JU2211  STATE/COUNTY-  DE/NEW CASTLE
 JU2211  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2211
 JU2211                         *CURRENT SURVEY CONTROL
 JU2211  ___________________________________________________________________
 JU2211* NAD 83(1986)-  39 42 13.     (N)    075 34 50.     (W)     SCALED    
 JU2211* NAVD 88     -         7.401  (meters)      24.28   (feet)  ADJUSTED  
 JU2211  ___________________________________________________________________
 JU2211  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU2211  DYNAMIC HT  -           7.398 (meters)      24.27  (feet)  COMP
 JU2211  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 JU2211
 JU2211  VERT ORDER  -  FIRST     CLASS II
 JU2211
 JU2211.The horizontal coordinates were scaled from a topographic map and have
 JU2211.an estimated accuracy of +/- 6 seconds.
 JU2211
 JU2211.The orthometric height was determined by differential leveling
 JU2211.and adjusted in June 1991.
 JU2211
 JU2211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2211.See file dsdata.txt to determine how the superseded data were derived.
 JU2211
 JU2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502950(NAD 83)
 JU2211_MARKER: DB = BENCH MARK DISK
 JU2211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2211_SP_SET: COPPER-CLAD STEEL ROD
 JU2211_STAMPING: F 41 1979
 JU2211_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4130 ***********************************************************************
 JU4130  DESIGNATION -  F 42
 JU4130  PID         -  JU4130
 JU4130  STATE/COUNTY-  DE/NEW CASTLE
 JU4130  USGS QUAD   -  NEWARK EAST (1993)
 JU4130
 JU4130                         *CURRENT SURVEY CONTROL
 JU4130  ___________________________________________________________________
 JU4130* NAD 83(2007)-  39 43 46.78939(N)    075 43 39.98072(W)     ADJUSTED  
 JU4130* NAVD 88     -        84.132  (meters)     276.02   (feet)  ADJUSTED  
 JU4130  ___________________________________________________________________
 JU4130  EPOCH DATE  -        2002.00
 JU4130  X           -   1,210,948.523 (meters)                     COMP
 JU4130  Y           -  -4,760,379.789 (meters)                     COMP
 JU4130  Z           -   4,054,979.289 (meters)                     COMP
 JU4130  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JU4130  ELLIP HEIGHT-          51.205 (meters)          (02/10/07) ADJUSTED
 JU4130  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU4130  DYNAMIC HT  -          84.093 (meters)     275.90  (feet)  COMP
 JU4130
 JU4130  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4130  Type    PID    Designation                      North   East  Ellip
 JU4130  -------------------------------------------------------------------
 JU4130  NETWORK JU4130 F 42                              1.53   1.57   3.84
 JU4130  -------------------------------------------------------------------
 JU4130  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 JU4130
 JU4130  VERT ORDER  -  SECOND    CLASS II
 JU4130
 JU4130.The horizontal coordinates were established by GPS observations
 JU4130.and adjusted by the National Geodetic Survey in February 2007.
 JU4130
 JU4130.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4130.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4130.The horizontal coordinates are valid at the epoch date displayed above.
 JU4130.The epoch date for horizontal control is a decimal equivalence
 JU4130.of Year/Month/Day.
 JU4130
 JU4130.The orthometric height was determined by differential leveling
 JU4130.and adjusted in March 1994.
 JU4130
 JU4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4130
 JU4130.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4130
 JU4130.The ellipsoidal height was determined by GPS observations
 JU4130.and is referenced to NAD 83.
 JU4130
 JU4130.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4130;SPC DE       -   192,060.345   173,329.121   MT  1.00000375   -0 11 55.9
 JU4130;SPC DE       -   630,117.98    568,663.96   sFT  1.00000375   -0 11 55.9
 JU4130;SPC MD       -   229,774.734   509,070.738   MT  1.00006090   +0 47 54.6
 JU4130;SPC MD       -   753,852.61  1,670,176.25   sFT  1.00006090   +0 47 54.6
 JU4130;SPC PA S     -    45,991.672   773,356.317   MT  1.00003809   +1 18 43.2
 JU4130;SPC PA S     -   150,891.01  2,537,253.18   sFT  1.00003809   +1 18 43.2
 JU4130;UTM  18      - 4,398,006.414   437,632.970   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                          SUPERSEDED SURVEY CONTROL
 JU4130
 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 (09/15/93)   84.48   (m)          277.2    (f) LEVELING    3  
 JU4130
 JU4130.Superseded values are not recommended for survey control.
 JU4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4130.See file dsdata.txt to determine how the superseded data were derived.
 JU4130
 JU4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3763398006(NAD 83)
 JU4130_MARKER: I = METAL ROD
 JU4130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4130_SP_SET: STAINLESS STEEL ROD
 JU4130_STAMPING: F 42 1990
 JU4130_MARK LOGO: NGS   
 JU4130_PROJECTION: FLUSH
 JU4130_MAGNETIC: I = MARKER IS A STEEL ROD
 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 - March 08, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6531 ***********************************************************************
 DK6531  DESIGNATION -  F 43
 DK6531  PID         -  DK6531
 DK6531  STATE/COUNTY-  DE/SUSSEX
 DK6531  USGS QUAD   -  MILTON (1992)
 DK6531
 DK6531                         *CURRENT SURVEY CONTROL
 DK6531  ___________________________________________________________________
 DK6531* NAD 83(1986)-  38 51 25.     (N)    075 22 18.     (W)     SCALED    
 DK6531* NAVD 88     -        10.143  (meters)      33.28   (feet)  ADJUSTED  
 DK6531  ___________________________________________________________________
 DK6531  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DK6531  DYNAMIC HT  -          10.137 (meters)      33.26  (feet)  COMP
 DK6531  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 DK6531
 DK6531  VERT ORDER  -  SECOND    CLASS II
 DK6531
 DK6531.The horizontal coordinates were scaled from a topographic map and have
 DK6531.an estimated accuracy of +/- 6 seconds.
 DK6531
 DK6531.The orthometric height was determined by differential leveling
 DK6531.and adjusted in September 2008.
 DK6531.No vertical observational check was made to the station.
 DK6531
 DK6531.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6531
 DK6531.No superseded survey control is available for this station.
 DK6531
 DK6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ677009(NAD 83)
 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 - July 14, 2008
 DK6531
 DK6531  HISTORY     - Date     Condition        Report By
 DK6531  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6531  HISTORY     - 20080714 GOOD             DEDT
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1199 ***********************************************************************
 JU1199  DESIGNATION -  F 5
 JU1199  PID         -  JU1199
 JU1199  STATE/COUNTY-  DE/NEW CASTLE
 JU1199  USGS QUAD   -  MIDDLETOWN (1993)
 JU1199
 JU1199                         *CURRENT SURVEY CONTROL
 JU1199  ___________________________________________________________________
 JU1199* NAD 83(1986)-  39 23 35.     (N)    075 41 38.     (W)     SCALED    
 JU1199* NAVD 88     -        19.792  (meters)      64.93   (feet)  ADJUSTED  
 JU1199  ___________________________________________________________________
 JU1199  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU1199  DYNAMIC HT  -          19.782 (meters)      64.90  (feet)  COMP
 JU1199  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 JU1199
 JU1199  VERT ORDER  -  SECOND    CLASS 0
 JU1199
 JU1199.The horizontal coordinates were scaled from a topographic map and have
 JU1199.an estimated accuracy of +/- 6 seconds.
 JU1199
 JU1199.The orthometric height was determined by differential leveling
 JU1199.and adjusted in June 1991.
 JU1199
 JU1199.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1199
 JU1199  NGVD 29 (??/??/??)   20.032  (m)           65.72   (f) ADJUSTED    2 0
 JU1199
 JU1199.Superseded values are not recommended for survey control.
 JU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1199.See file dsdata.txt to determine how the superseded data were derived.
 JU1199
 JU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402606(NAD 83)
 JU1199_MARKER: DB = BENCH MARK DISK
 JU1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1199_STAMPING: F 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0208 ***********************************************************************
 HU0208  DESIGNATION -  F 8
 HU0208  PID         -  HU0208
 HU0208  STATE/COUNTY-  DE/SUSSEX
 HU0208  USGS QUAD   -  TRAP POND (1992)
 HU0208
 HU0208                         *CURRENT SURVEY CONTROL
 HU0208  ___________________________________________________________________
 HU0208* NAD 83(1986)-  38 32 25.     (N)    075 28 12.     (W)     SCALED    
 HU0208* NAVD 88     -        11.754  (meters)      38.56   (feet)  ADJUSTED  
 HU0208  ___________________________________________________________________
 HU0208  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0208  DYNAMIC HT  -          11.747 (meters)      38.54  (feet)  COMP
 HU0208  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 HU0208
 HU0208  VERT ORDER  -  SECOND    CLASS 0
 HU0208
 HU0208.The horizontal coordinates were scaled from a topographic map and have
 HU0208.an estimated accuracy of +/- 6 seconds.
 HU0208
 HU0208.The orthometric height was determined by differential leveling
 HU0208.and adjusted in June 1991.
 HU0208
 HU0208.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0208
 HU0208  NGVD 29 (??/??/??)   11.997  (m)           39.36   (f) ADJUSTED    2 0
 HU0208
 HU0208.Superseded values are not recommended for survey control.
 HU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0208.See file dsdata.txt to determine how the superseded data were derived.
 HU0208
 HU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH590658(NAD 83)
 HU0208_MARKER: DB = BENCH MARK DISK
 HU0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0208_STAMPING: F 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0353 ***********************************************************************
 HU0353  DESIGNATION -  F 9
 HU0353  PID         -  HU0353
 HU0353  STATE/COUNTY-  DE/SUSSEX
 HU0353  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0353
 HU0353                         *CURRENT SURVEY CONTROL
 HU0353  ___________________________________________________________________
 HU0353* NAD 83(1986)-  38 28 49.     (N)    075 19 03.     (W)     SCALED    
 HU0353* NAVD 88     -        11.934  (meters)      39.15   (feet)  ADJUSTED  
 HU0353  ___________________________________________________________________
 HU0353  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 HU0353  DYNAMIC HT  -          11.927 (meters)      39.13  (feet)  COMP
 HU0353  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 HU0353
 HU0353  VERT ORDER  -  SECOND    CLASS 0
 HU0353
 HU0353.The horizontal coordinates were scaled from a topographic map and have
 HU0353.an estimated accuracy of +/- 6 seconds.
 HU0353
 HU0353.The orthometric height was determined by differential leveling
 HU0353.and adjusted in June 1991.
 HU0353
 HU0353.The geoid height was determined by GEOID03.
 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       -    53,320.      208,650.      MT  (+/- 180 meters Scaled)
 HU0353
 HU0353                          SUPERSEDED SURVEY CONTROL
 HU0353
 HU0353  NGVD 29 (??/??/??)   12.176  (m)           39.95   (f) ADJUSTED    2 0
 HU0353
 HU0353.Superseded values are not recommended for survey control.
 HU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0353.See file dsdata.txt to determine how the superseded data were derived.
 HU0353
 HU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH723591(NAD 83)
 HU0353_MARKER: DB = BENCH MARK DISK
 HU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0353_STAMPING: F 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1710 ***********************************************************************
 JU1710  DESIGNATION -  FARN
 JU1710  PID         -  JU1710
 JU1710  STATE/COUNTY-  DE/NEW CASTLE
 JU1710  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1710
 JU1710                         *CURRENT SURVEY CONTROL
 JU1710  ___________________________________________________________________
 JU1710* NAD 83(1991)-  39 41 46.80455(N)    075 33 57.77858(W)     ADJUSTED  
 JU1710* NAVD 88     -        22.285  (meters)      73.11   (feet)  ADJUSTED  
 JU1710  ___________________________________________________________________
 JU1710  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 JU1710  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1710  DYNAMIC HT  -          22.274 (meters)      73.08  (feet)  COMP
 JU1710  MODELED GRAV-     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
 JU1710.and adjusted in June 1991.
 JU1710
 JU1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1710
 JU1710.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JU1710| PID    Reference Object                     Distance      Geod. Az  |
 JU1710|                                                           dddmmss.s |
 JU1710| JU1711 FARN RM 1                            10.638 METERS 09227     |
 JU1710| JU3746 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 (??/??/??)   22.649  (m)           74.31   (f) ADJUSTED    2 0
 JU1710
 JU1710.Superseded values are not recommended for survey control.
 JU1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1710.See file dsdata.txt to determine how the superseded data were derived.
 JU1710
 JU1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5146994207(NAD 83)
 JU1710_MARKER: DS = TRIANGULATION STATION DISK
 JU1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1710_STAMPING: FARN 1958
 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 = MARCH  2, 2009
 JU1711 ***********************************************************************
 JU1711  DESIGNATION -  FARN RM 1
 JU1711  PID         -  JU1711
 JU1711  STATE/COUNTY-  DE/NEW CASTLE
 JU1711  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1711
 JU1711                         *CURRENT SURVEY CONTROL
 JU1711  ___________________________________________________________________
 JU1711* NAD 83(1986)-  39 41 46.     (N)    075 33 58.     (W)     SCALED    
 JU1711* NAVD 88     -        22.171  (meters)      72.74   (feet)  ADJUSTED  
 JU1711  ___________________________________________________________________
 JU1711  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1711  DYNAMIC HT  -          22.161 (meters)      72.71  (feet)  COMP
 JU1711  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU1711
 JU1711  VERT ORDER  -  SECOND    CLASS 0
 JU1711
 JU1711.The horizontal coordinates were scaled from a topographic map and have
 JU1711.an estimated accuracy of +/- 6 seconds.
 JU1711
 JU1711.The orthometric height was determined by differential leveling
 JU1711.and adjusted in June 1991.
 JU1711
 JU1711.The geoid height was determined by GEOID03.
 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       -   188,300.      187,180.      MT  (+/- 180 meters Scaled)
 JU1711
 JU1711                          SUPERSEDED SURVEY CONTROL
 JU1711
 JU1711  NGVD 29 (??/??/??)   22.535  (m)           73.93   (f) ADJUSTED    2 0
 JU1711
 JU1711.Superseded values are not recommended for survey control.
 JU1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1711.See file dsdata.txt to determine how the superseded data were derived.
 JU1711
 JU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ514941(NAD 83)
 JU1711_MARKER: DR = REFERENCE MARK DISK
 JU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1711_STAMPING: FARN NO 1 1958
 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 = MARCH  2, 2009
 JU1709 ***********************************************************************
 JU1709  DESIGNATION -  FARN RM 2
 JU1709  PID         -  JU1709
 JU1709  STATE/COUNTY-  DE/NEW CASTLE
 JU1709  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1709
 JU1709                         *CURRENT SURVEY CONTROL
 JU1709  ___________________________________________________________________
 JU1709* NAD 83(1986)-  39 41 46.     (N)    075 33 58.     (W)     SCALED    
 JU1709* NAVD 88     -        22.473  (meters)      73.73   (feet)  ADJUSTED  
 JU1709  ___________________________________________________________________
 JU1709  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1709  DYNAMIC HT  -          22.463 (meters)      73.70  (feet)  COMP
 JU1709  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU1709
 JU1709  VERT ORDER  -  SECOND    CLASS 0
 JU1709
 JU1709.The horizontal coordinates were scaled from a topographic map and have
 JU1709.an estimated accuracy of +/- 6 seconds.
 JU1709
 JU1709.The orthometric height was determined by differential leveling
 JU1709.and adjusted in June 1991.
 JU1709
 JU1709.The geoid height was determined by GEOID03.
 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       -   188,300.      187,180.      MT  (+/- 180 meters Scaled)
 JU1709
 JU1709                          SUPERSEDED SURVEY CONTROL
 JU1709
 JU1709  NGVD 29 (??/??/??)   22.837  (m)           74.92   (f) ADJUSTED    2 0
 JU1709
 JU1709.Superseded values are not recommended for survey control.
 JU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1709.See file dsdata.txt to determine how the superseded data were derived.
 JU1709
 JU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ514941(NAD 83)
 JU1709_MARKER: DR = REFERENCE MARK DISK
 JU1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1709_STAMPING: FARN NO 2 1958
 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 = MARCH  2, 2009
 JU3407 ***********************************************************************
 JU3407  DESIGNATION -  FENNIMORES
 JU3407  PID         -  JU3407
 JU3407  STATE/COUNTY-  DE/NEW CASTLE
 JU3407  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3407
 JU3407                         *CURRENT SURVEY CONTROL
 JU3407  ___________________________________________________________________
 JU3407* NAD 83(1991)-  39 27 56.75141(N)    075 36 46.74045(W)     ADJUSTED  
 JU3407* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3407  ___________________________________________________________________
 JU3407  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 JU3407  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3407
 JU3407.The geoid height was determined by GEOID03.
 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       -   1.00000530  x   0.99999851  =   1.00000381
 JU3407!SPC NJ       -   1.00000530  x   1.00001289  =   1.00001819
 JU3407!UTM  18      -   1.00000530  x   0.99963423  =   0.99963953
 JU3407
 JU3407:                Primary Azimuth Mark                     Grid Az
 JU3407:SPC DE       -  DELAWARE CITY CANAL BRI N PIER           014 08 44.2
 JU3407:SPC NJ       -  DELAWARE CITY CANAL BRI N PIER           014 43 41.9
 JU3407:UTM  18      -  DELAWARE CITY CANAL BRI N PIER           014 24 37.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3407.See file dsdata.txt to determine how the superseded data were derived.
 JU3407
 JU3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4727068644(NAD 83)
 JU3407_MARKER: DS = TRIANGULATION STATION DISK
 JU3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3407
 JU3407  HISTORY     - Date     Condition        Report By
 JU3407  HISTORY     - 1933     MONUMENTED       CGS
 JU3407  HISTORY     - 1946     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1442 ***********************************************************************
 HU1442  DESIGNATION -  FENWICK IS LH 1909
 HU1442  PID         -  HU1442
 HU1442  STATE/COUNTY-  DE/SUSSEX
 HU1442  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1442
 HU1442                         *CURRENT SURVEY CONTROL
 HU1442  ___________________________________________________________________
 HU1442* NAD 83(1991)-  38 27 04.90275(N)    075 03 17.81444(W)     ADJUSTED  
 HU1442* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 HU1442  ___________________________________________________________________
 HU1442  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HU1442  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1442
 HU1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1442
 HU1442.The geoid height was determined by GEOID03.
 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       -   1.00000521  x   1.00000727  =   1.00001248
 HU1442!SPC MD       -   1.00000521  x   0.99997712  =   0.99998233
 HU1442!UTM  18      -   1.00000521  x   0.99960028  =   0.99960549
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)    2.91   (m)            9.5    (f) LEVELING    3  
 HU1442
 HU1442.Superseded values are not recommended for survey control.
 HU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1442.See file dsdata.txt to determine how the superseded data were derived.
 HU1442
 HU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9520555898(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1403 ***********************************************************************
 HU1403  DESIGNATION -  FENWICK IS OBSERVATION TWR 3
 HU1403  PID         -  HU1403
 HU1403  STATE/COUNTY-  DE/SUSSEX
 HU1403  USGS QUAD   -  BETHANY BEACH (1991)
 HU1403
 HU1403                         *CURRENT SURVEY CONTROL
 HU1403  ___________________________________________________________________
 HU1403* NAD 83(1991)-  38 30 21.06068(N)    075 03 13.92753(W)     ADJUSTED  
 HU1403* NAVD 88     -              **(meters)            **(feet)            
 HU1403  ___________________________________________________________________
 HU1403  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HU1403  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 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
 HU1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1403
 HU1403.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1403
 HU1403  NAD 83(1986)-  38 30 21.04241(N)    075 03 13.94832(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1403.See file dsdata.txt to determine how the superseded data were derived.
 HU1403
 HU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9530361944(NAD 83)
 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 = MARCH  2, 2009
 HU0377 ***********************************************************************
 HU0377  DESIGNATION -  FENWICK ISLAND
 HU0377  PID         -  HU0377
 HU0377  STATE/COUNTY-  DE/SUSSEX
 HU0377  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0377
 HU0377                         *CURRENT SURVEY CONTROL
 HU0377  ___________________________________________________________________
 HU0377* NAD 83(1991)-  38 27 04.67991(N)    075 03 16.01900(W)     ADJUSTED  
 HU0377* NAVD 88     -         2.537  (meters)       8.32   (feet)  ADJUSTED  
 HU0377  ___________________________________________________________________
 HU0377  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HU0377  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU0377  DYNAMIC HT  -           2.535 (meters)       8.32  (feet)  COMP
 HU0377  MODELED GRAV-     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
 HU0377.and adjusted in June 1991.
 HU0377
 HU0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0377
 HU0377.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000523  x   1.00000731  =   1.00001254
 HU0377!SPC MD       -   1.00000523  x   0.99997712  =   0.99998235
 HU0377!UTM  18      -   1.00000523  x   0.99960028  =   0.99960551
 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|---------------------------------------------------------------------|
 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 USCG                               37.824 METERS 26151     |
 HU0377| HU1443 BOUNDARY MON INITIAL DE MD           43.831 METERS 26308     |
 HU0377| HU1442 FENWICK IS LH 1909                   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 (??/??/??)    2.776  (m)            9.11   (f) ADJUSTED    2 0
 HU0377
 HU0377.Superseded values are not recommended for survey control.
 HU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0377.See file dsdata.txt to determine how the superseded data were derived.
 HU0377
 HU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9524955891(NAD 83)
 HU0377_MARKER: DS = TRIANGULATION STATION DISK
 HU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0377_STAMPING: FENWICK ISLAND 1932
 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 = MARCH  2, 2009
 HU1427 ***********************************************************************
 HU1427  DESIGNATION -  FIRE TOWER
 HU1427  PID         -  HU1427
 HU1427  STATE/COUNTY-  DE/SUSSEX
 HU1427  USGS QUAD   -  MILLSBORO (1992)
 HU1427
 HU1427                         *CURRENT SURVEY CONTROL
 HU1427  ___________________________________________________________________
 HU1427* NAD 83(1991)-  38 33 53.74515(N)    075 15 01.34367(W)     ADJUSTED  
 HU1427* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1427  ___________________________________________________________________
 HU1427  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HU1427  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU1427  HORZ ORDER  -  THIRD
 HU1427
 HU1427.The horizontal coordinates were established by classical geodetic methods
 HU1427.and adjusted by the National Geodetic Survey in January 1992.
 HU1427
 HU1427.The orthometric height was scaled from a topographic map.
 HU1427
 HU1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1427
 HU1427.The geoid height was determined by GEOID03.
 HU1427
 HU1427;                    North         East     Units Scale Factor Converg.
 HU1427;SPC DE       -    62,720.974   214,493.136   MT  0.99999759   +0 06 13.2
 HU1427;SPC DE       -   205,777.06    703,716.23   sFT  0.99999759   +0 06 13.2
 HU1427;UTM  18      - 4,268,527.823   478,187.583   MT  0.99960586   -0 09 21.9
 HU1427
 HU1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1427!SPC DE       -   1.00000549  x   0.99999759  =   1.00000308
 HU1427!UTM  18      -   1.00000549  x   0.99960586  =   0.99961135
 HU1427
 HU1427:                Primary Azimuth Mark                     Grid Az
 HU1427:SPC DE       -  LUNGO                                    063 10 17.3
 HU1427:UTM  18      -  LUNGO                                    063 25 52.4
 HU1427
 HU1427|---------------------------------------------------------------------|
 HU1427| PID    Reference Object                     Distance      Geod. Az  |
 HU1427|                                                           dddmmss.s |
 HU1427| HU1410 LUNGO                               APPROX. 8.8 KM 0631630.5 |
 HU1427| HU1405 FRANKFORD WATER TANK                APPROX. 5.5 KM 1671102.5 |
 HU1427| HU1425 MILLSBORO MUNICIPAL TANK            APPROX. 4.8 KM 3071258.0 |
 HU1427|---------------------------------------------------------------------|
 HU1427
 HU1427                          SUPERSEDED SURVEY CONTROL
 HU1427
 HU1427  NAD 83(1986)-  38 33 53.73322(N)    075 15 01.36293(W) AD(       ) 4
 HU1427  NAD 27      -  38 33 53.32900(N)    075 15 02.68600(W) AD(       ) 3
 HU1427
 HU1427.Superseded values are not recommended for survey control.
 HU1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1427.See file dsdata.txt to determine how the superseded data were derived.
 HU1427
 HU1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7818868528(NAD 83)
 HU1427_MARKER: 55 = TOWER
 HU1427
 HU1427  HISTORY     - Date     Condition        Report By
 HU1427  HISTORY     - 1932     FIRST OBSERVED   CGS
 HU1427  HISTORY     - 1934     GOOD             CGS
 HU1427  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HU1427
 HU1427                          STATION DESCRIPTION
 HU1427
 HU1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1427'STATION RECOVERED IN GOOD CONDITION AND WAS OCCUPIED BY THIS
 HU1427'PARTY.  NO ORIGINAL DESCRIPTION.
 HU1427'
 HU1427'LOCATED ABOUT 1 MILE NNW FROM DAGSBORO, DELAWARE.  A 110-FOOT
 HU1427'STEEL FRAMED FIRE TOWER WITH SMALL OBSERVATION HOUSE ON TOP.  THE
 HU1427'STATION IS THE CENTER OF THE WOODEN ROOF OF THE OBSERVATION
 HU1427'HOUSE.  MARKED BY TRIANGLE CUT IN WOOD WITH DRILL HOLE FOR CENTER.
 HU1427
 HU1427                          STATION RECOVERY (1969)
 HU1427
 HU1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1427'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 HU1427'J.C.T.JR. IN 1934 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3429 ***********************************************************************
 JU3429  DESIGNATION -  FLEMING
 JU3429  PID         -  JU3429
 JU3429  STATE/COUNTY-  DE/NEW CASTLE
 JU3429  USGS QUAD   -  SMYRNA (1993)
 JU3429
 JU3429                         *CURRENT SURVEY CONTROL
 JU3429  ___________________________________________________________________
 JU3429* NAD 83(1991)-  39 21 15.62757(N)    075 32 59.47371(W)     ADJUSTED  
 JU3429* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3429  ___________________________________________________________________
 JU3429  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 JU3429  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3429
 JU3429.The geoid height was determined by GEOID03.
 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       -   1.00000486  x   0.99999662  =   1.00000148
 JU3429!SPC NJ       -   1.00000486  x   1.00000077  =   1.00000563
 JU3429!UTM  18      -   1.00000486  x   0.99962763  =   0.99963249
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3429.See file dsdata.txt to determine how the superseded data were derived.
 JU3429
 JU3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5262556244(NAD 83)
 JU3429_MARKER: DS = TRIANGULATION STATION DISK
 JU3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1247 ***********************************************************************
 JU1247  DESIGNATION -  FLEMING AZ MK
 JU1247  PID         -  JU1247
 JU1247  STATE/COUNTY-  DE/KENT
 JU1247  USGS QUAD   -  SMYRNA (1993)
 JU1247
 JU1247                         *CURRENT SURVEY CONTROL
 JU1247  ___________________________________________________________________
 JU1247* NAD 83(1986)-  39 20 49.     (N)    075 32 44.     (W)     SCALED    
 JU1247* NAVD 88     -         1.044  (meters)       3.43   (feet)  ADJUSTED  
 JU1247  ___________________________________________________________________
 JU1247  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU1247  DYNAMIC HT  -           1.043 (meters)       3.42  (feet)  COMP
 JU1247  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 JU1247
 JU1247  VERT ORDER  -  THIRD
 JU1247
 JU1247.The horizontal coordinates were scaled from a topographic map and have
 JU1247.an estimated accuracy of +/- 6 seconds.
 JU1247
 JU1247.The orthometric height was determined by differential leveling
 JU1247.and adjusted in June 1991.
 JU1247
 JU1247.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1247
 JU1247  NGVD 29 (??/??/??)    1.252  (m)            4.11   (f) ADJUSTED    3 0
 JU1247
 JU1247.Superseded values are not recommended for survey control.
 JU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1247.See file dsdata.txt to determine how the superseded data were derived.
 JU1247
 JU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ529554(NAD 83)
 JU1247_MARKER: DR = REFERENCE MARK DISK
 JU1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1247_STAMPING: FLEMING AZI MK 1933
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2113 ***********************************************************************
 HU2113  DESIGNATION -  FLOOD 1
 HU2113  PID         -  HU2113
 HU2113  STATE/COUNTY-  DE/SUSSEX
 HU2113  USGS QUAD   -  FAIRMOUNT (1991)
 HU2113
 HU2113                         *CURRENT SURVEY CONTROL
 HU2113  ___________________________________________________________________
 HU2113* NAD 83(1986)-  38 43 24.     (N)    075 08 34.     (W)     SCALED    
 HU2113* NAVD 88     -         9.594  (meters)      31.48   (feet)  ADJUSTED  
 HU2113  ___________________________________________________________________
 HU2113  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU2113  DYNAMIC HT  -           9.588 (meters)      31.46  (feet)  COMP
 HU2113  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 HU2113
 HU2113  VERT ORDER  -  SECOND    CLASS I
 HU2113
 HU2113.The horizontal coordinates were scaled from a topographic map and have
 HU2113.an estimated accuracy of +/- 6 seconds.
 HU2113
 HU2113.The orthometric height was determined by differential leveling
 HU2113.and adjusted in June 1991.
 HU2113
 HU2113.The geoid height was determined by GEOID03.
 HU2113
 HU2113.The dynamic height is computed by dividing the NAVD 88
 HU2113.geopotential number by the normal gravity value computed on the
 HU2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2113.degrees latitude (g = 980.6199 gals.).
 HU2113
 HU2113.The modeled gravity was interpolated from observed gravity values.
 HU2113
 HU2113;                    North         East    Units  Estimated Accuracy
 HU2113;SPC DE       -    80,330.      223,820.      MT  (+/- 180 meters Scaled)
 HU2113
 HU2113                          SUPERSEDED SURVEY CONTROL
 HU2113
 HU2113.No superseded survey control is available for this station.
 HU2113
 HU2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH875860(NAD 83)
 HU2113_MARKER: DD = SURVEY DISK
 HU2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2113_SP_SET: CONCRETE POST
 HU2113_STAMPING: FLOOD NO. 1 DGS 1983
 HU2113_MARK LOGO: DEGS  
 HU2113_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2113+STABILITY: SURFACE MOTION
 HU2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2113+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2113
 HU2113  HISTORY     - Date     Condition        Report By
 HU2113  HISTORY     - 1983     MONUMENTED       DEGS
 HU2113  HISTORY     - 19890501 GOOD             SCS
 HU2113
 HU2113                          STATION DESCRIPTION
 HU2113
 HU2113'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2113'0.75 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2113'INTERSECTION OF RT 24 AND RD 275.  66.6 FT SW OF THE INTERSECTION.
 HU2113'23.0 FT SE OF THE CENTERLINE OF RT 24.  50.6 FT SW OF THE CENTERLINE
 HU2113'OF RD 275.  8.2 FT NE OF DST CO POLE NO. SG/40.  MONUMENT LOCATED IN
 HU2113'THE S CORNER OF THE INTERSECTION.  1.0 FT SW FROM A WITNESS POST AND
 HU2113'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2122 ***********************************************************************
 HU2122  DESIGNATION -  FLOOD 100
 HU2122  PID         -  HU2122
 HU2122  STATE/COUNTY-  DE/SUSSEX
 HU2122  USGS QUAD   -  FRANKFORD (1991)
 HU2122
 HU2122                         *CURRENT SURVEY CONTROL
 HU2122  ___________________________________________________________________
 HU2122* NAD 83(1986)-  38 36 10.     (N)    075 14 20.     (W)     SCALED    
 HU2122* NAVD 88     -         5.780  (meters)      18.96   (feet)  ADJUSTED  
 HU2122  ___________________________________________________________________
 HU2122  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU2122  DYNAMIC HT  -           5.776 (meters)      18.95  (feet)  COMP
 HU2122  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 HU2122
 HU2122  VERT ORDER  -  SECOND    CLASS I
 HU2122
 HU2122.The horizontal coordinates were scaled from a topographic map and have
 HU2122.an estimated accuracy of +/- 6 seconds.
 HU2122
 HU2122.The orthometric height was determined by differential leveling
 HU2122.and adjusted in June 1991.
 HU2122
 HU2122.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2122
 HU2122.No superseded survey control is available for this station.
 HU2122
 HU2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH791727(NAD 83)
 HU2122_MARKER: DB = BENCH MARK DISK
 HU2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2122_SP_SET: CONCRETE POST
 HU2122_STAMPING: FLOOD NO.100 DGS 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 - 1988
 HU2122
 HU2122  HISTORY     - Date     Condition        Report By
 HU2122  HISTORY     - 1988     MONUMENTED       SCS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2114 ***********************************************************************
 HU2114  DESIGNATION -  FLOOD 2
 HU2114  PID         -  HU2114
 HU2114  STATE/COUNTY-  DE/SUSSEX
 HU2114  USGS QUAD   -  FAIRMOUNT (1991)
 HU2114
 HU2114                         *CURRENT SURVEY CONTROL
 HU2114  ___________________________________________________________________
 HU2114* NAD 83(1986)-  38 43 05.     (N)    075 08 57.     (W)     SCALED    
 HU2114* NAVD 88     -         8.802  (meters)      28.88   (feet)  ADJUSTED  
 HU2114  ___________________________________________________________________
 HU2114  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU2114  DYNAMIC HT  -           8.797 (meters)      28.86  (feet)  COMP
 HU2114  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 HU2114
 HU2114  VERT ORDER  -  SECOND    CLASS I
 HU2114
 HU2114.The horizontal coordinates were scaled from a topographic map and have
 HU2114.an estimated accuracy of +/- 6 seconds.
 HU2114
 HU2114.The orthometric height was determined by differential leveling
 HU2114.and adjusted in June 1991.
 HU2114
 HU2114.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2114
 HU2114.No superseded survey control is available for this station.
 HU2114
 HU2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH870855(NAD 83)
 HU2114_MARKER: DD = SURVEY DISK
 HU2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2114_SP_SET: CONCRETE POST
 HU2114_STAMPING: FLOOD NO.2 DGS 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2115 ***********************************************************************
 HU2115  DESIGNATION -  FLOOD 3
 HU2115  PID         -  HU2115
 HU2115  STATE/COUNTY-  DE/SUSSEX
 HU2115  USGS QUAD   -  FAIRMOUNT (1991)
 HU2115
 HU2115                         *CURRENT SURVEY CONTROL
 HU2115  ___________________________________________________________________
 HU2115* NAD 83(1986)-  38 41 58.     (N)    075 10 10.     (W)     SCALED    
 HU2115* NAVD 88     -         5.051  (meters)      16.57   (feet)  ADJUSTED  
 HU2115  ___________________________________________________________________
 HU2115  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU2115  DYNAMIC HT  -           5.048 (meters)      16.56  (feet)  COMP
 HU2115  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 HU2115
 HU2115  VERT ORDER  -  SECOND    CLASS I
 HU2115
 HU2115.The horizontal coordinates were scaled from a topographic map and have
 HU2115.an estimated accuracy of +/- 6 seconds.
 HU2115
 HU2115.The orthometric height was determined by differential leveling
 HU2115.and adjusted in June 1991.
 HU2115
 HU2115.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2115
 HU2115.No superseded survey control is available for this station.
 HU2115
 HU2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH852834(NAD 83)
 HU2115_MARKER: DB = BENCH MARK DISK
 HU2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2115_SP_SET: CONCRETE POST
 HU2115_STAMPING: FLOOD NO.3 DGS 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2116 ***********************************************************************
 HU2116  DESIGNATION -  FLOOD 4
 HU2116  PID         -  HU2116
 HU2116  STATE/COUNTY-  DE/SUSSEX
 HU2116  USGS QUAD   -  FAIRMOUNT (1991)
 HU2116
 HU2116                         *CURRENT SURVEY CONTROL
 HU2116  ___________________________________________________________________
 HU2116* NAD 83(1986)-  38 40 38.     (N)    075 11 00.     (W)     SCALED    
 HU2116* NAVD 88     -         5.923  (meters)      19.43   (feet)  ADJUSTED  
 HU2116  ___________________________________________________________________
 HU2116  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU2116  DYNAMIC HT  -           5.919 (meters)      19.42  (feet)  COMP
 HU2116  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 HU2116
 HU2116  VERT ORDER  -  SECOND    CLASS I
 HU2116
 HU2116.The horizontal coordinates were scaled from a topographic map and have
 HU2116.an estimated accuracy of +/- 6 seconds.
 HU2116
 HU2116.The orthometric height was determined by differential leveling
 HU2116.and adjusted in June 1991.
 HU2116
 HU2116.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2116
 HU2116.No superseded survey control is available for this station.
 HU2116
 HU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH840809(NAD 83)
 HU2116_MARKER: DB = BENCH MARK DISK
 HU2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2116_SP_SET: CONCRETE POST
 HU2116_STAMPING: FLOOD NO.4 DGS 1983
 HU2116_MARK LOGO: DEGS  
 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 - July 14, 2005
 HU2116
 HU2116  HISTORY     - Date     Condition        Report By
 HU2116  HISTORY     - 1983     MONUMENTED       DEGS
 HU2116  HISTORY     - 19890501 GOOD             SCS
 HU2116  HISTORY     - 20050714 GOOD             DEDT
 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' 
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2117 ***********************************************************************
 HU2117  DESIGNATION -  FLOOD 5
 HU2117  PID         -  HU2117
 HU2117  STATE/COUNTY-  DE/SUSSEX
 HU2117  USGS QUAD   -  FAIRMOUNT (1991)
 HU2117
 HU2117                         *CURRENT SURVEY CONTROL
 HU2117  ___________________________________________________________________
 HU2117* NAD 83(1986)-  38 40 10.     (N)    075 11 17.     (W)     SCALED    
 HU2117* NAVD 88     -         4.758  (meters)      15.61   (feet)  ADJUSTED  
 HU2117  ___________________________________________________________________
 HU2117  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU2117  DYNAMIC HT  -           4.755 (meters)      15.60  (feet)  COMP
 HU2117  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 HU2117
 HU2117  VERT ORDER  -  SECOND    CLASS I
 HU2117
 HU2117.The horizontal coordinates were scaled from a topographic map and have
 HU2117.an estimated accuracy of +/- 6 seconds.
 HU2117
 HU2117.The orthometric height was determined by differential leveling
 HU2117.and adjusted in June 1991.
 HU2117
 HU2117.The geoid height was determined by GEOID03.
 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       -    74,340.      219,900.      MT  (+/- 180 meters Scaled)
 HU2117
 HU2117                          SUPERSEDED SURVEY CONTROL
 HU2117
 HU2117.No superseded survey control is available for this station.
 HU2117
 HU2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH836801(NAD 83)
 HU2117_MARKER: DB = BENCH MARK DISK
 HU2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2117_SP_SET: CONCRETE POST
 HU2117_STAMPING: FLOOD NO.5 DGS 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 - July 14, 2005
 HU2117
 HU2117  HISTORY     - Date     Condition        Report By
 HU2117  HISTORY     - 1983     MONUMENTED       DEGS
 HU2117  HISTORY     - 19890501 GOOD             SCS
 HU2117  HISTORY     - 20050714 GOOD             DEDT
 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' 
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2119 ***********************************************************************
 HU2119  DESIGNATION -  FLOOD 7
 HU2119  PID         -  HU2119
 HU2119  STATE/COUNTY-  DE/SUSSEX
 HU2119  USGS QUAD   -  FAIRMOUNT (1991)
 HU2119
 HU2119                         *CURRENT SURVEY CONTROL
 HU2119  ___________________________________________________________________
 HU2119* NAD 83(1986)-  38 38 07.     (N)    075 11 38.     (W)     SCALED    
 HU2119* NAVD 88     -         6.058  (meters)      19.88   (feet)  ADJUSTED  
 HU2119  ___________________________________________________________________
 HU2119  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 HU2119  DYNAMIC HT  -           6.054 (meters)      19.86  (feet)  COMP
 HU2119  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 HU2119
 HU2119  VERT ORDER  -  SECOND    CLASS I
 HU2119
 HU2119.The horizontal coordinates were scaled from a topographic map and have
 HU2119.an estimated accuracy of +/- 6 seconds.
 HU2119
 HU2119.The orthometric height was determined by differential leveling
 HU2119.and adjusted in June 1991.
 HU2119
 HU2119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2119
 HU2119.No superseded survey control is available for this station.
 HU2119
 HU2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH831763(NAD 83)
 HU2119_MARKER: DB = BENCH MARK DISK
 HU2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2119_SP_SET: CONCRETE POST
 HU2119_STAMPING: FLOOD NO.7 DGS 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2120 ***********************************************************************
 HU2120  DESIGNATION -  FLOOD 8
 HU2120  PID         -  HU2120
 HU2120  STATE/COUNTY-  DE/SUSSEX
 HU2120  USGS QUAD   -  FRANKFORD (1991)
 HU2120
 HU2120                         *CURRENT SURVEY CONTROL
 HU2120  ___________________________________________________________________
 HU2120* NAD 83(1986)-  38 36 50.     (N)    075 12 09.     (W)     SCALED    
 HU2120* NAVD 88     -         5.739  (meters)      18.83   (feet)  ADJUSTED  
 HU2120  ___________________________________________________________________
 HU2120  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU2120  DYNAMIC HT  -           5.736 (meters)      18.82  (feet)  COMP
 HU2120  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 HU2120
 HU2120  VERT ORDER  -  SECOND    CLASS I
 HU2120
 HU2120.The horizontal coordinates were scaled from a topographic map and have
 HU2120.an estimated accuracy of +/- 6 seconds.
 HU2120
 HU2120.The orthometric height was determined by differential leveling
 HU2120.and adjusted in June 1991.
 HU2120
 HU2120.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU2120;SPC DE       -    68,160.      218,650.      MT  (+/- 180 meters Scaled)
 HU2120
 HU2120                          SUPERSEDED SURVEY CONTROL
 HU2120
 HU2120.No superseded survey control is available for this station.
 HU2120
 HU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH823739(NAD 83)
 HU2120_MARKER: DB = BENCH MARK DISK
 HU2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2120_SP_SET: CONCRETE POST
 HU2120_STAMPING: FLOOD NO.8 DGS 1983
 HU2120_MARK LOGO: DEGS  
 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 NOT SUITABLE FOR
 HU2120+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 HU2120
 HU2120  HISTORY     - Date     Condition        Report By
 HU2120  HISTORY     - 1983     MONUMENTED       DEGS
 HU2120  HISTORY     - 19890501 GOOD             SCS
 HU2120  HISTORY     - 20050714 GOOD             DEDT
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2121 ***********************************************************************
 HU2121  DESIGNATION -  FLOOD 9
 HU2121  PID         -  HU2121
 HU2121  STATE/COUNTY-  DE/SUSSEX
 HU2121  USGS QUAD   -  FRANKFORD (1991)
 HU2121
 HU2121                         *CURRENT SURVEY CONTROL
 HU2121  ___________________________________________________________________
 HU2121* NAD 83(1986)-  38 36 19.     (N)    075 13 21.     (W)     SCALED    
 HU2121* NAVD 88     -         5.966  (meters)      19.57   (feet)  ADJUSTED  
 HU2121  ___________________________________________________________________
 HU2121  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU2121  DYNAMIC HT  -           5.962 (meters)      19.56  (feet)  COMP
 HU2121  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 HU2121
 HU2121  VERT ORDER  -  SECOND    CLASS I
 HU2121
 HU2121.The horizontal coordinates were scaled from a topographic map and have
 HU2121.an estimated accuracy of +/- 6 seconds.
 HU2121
 HU2121.The orthometric height was determined by differential leveling
 HU2121.and adjusted in June 1991.
 HU2121
 HU2121.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2121
 HU2121.No superseded survey control is available for this station.
 HU2121
 HU2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH806729(NAD 83)
 HU2121_MARKER: DB = BENCH MARK DISK
 HU2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2121_SP_SET: CONCRETE POST
 HU2121_STAMPING: FLOOD NO.9 DGS 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.
 HU2121' 
 HU2121' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0951 ***********************************************************************
 DI0951  DESIGNATION -  FORD
 DI0951  PID         -  DI0951
 DI0951  STATE/COUNTY-  DE/SUSSEX
 DI0951  USGS QUAD   -  LEWES (1991)
 DI0951
 DI0951                         *CURRENT SURVEY CONTROL
 DI0951  ___________________________________________________________________
 DI0951* NAD 83(1991)-  38 46 27.24490(N)    075 09 31.18102(W)     ADJUSTED  
 DI0951* NAVD 88     -         2.487  (meters)       8.16   (feet)  ADJUSTED  
 DI0951  ___________________________________________________________________
 DI0951  X           -   1,275,346.393 (meters)                     COMP
 DI0951  Y           -  -4,812,929.301 (meters)                     COMP
 DI0951  Z           -   3,972,787.684 (meters)                     COMP
 DI0951  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DI0951  ELLIP HEIGHT-         -33.114 (meters)          (08/09/06) ADJUSTED
 DI0951  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0951  DYNAMIC HT  -           2.486 (meters)       8.16  (feet)  COMP
 DI0951  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 DI0951
 DI0951  HORZ ORDER  -  B
 DI0951  VERT ORDER  -  SECOND    CLASS II
 DI0951  ELLP ORDER  -  FOURTH    CLASS II
 DI0951
 DI0951.The horizontal coordinates were established by GPS observations
 DI0951.and adjusted by the National Geodetic Survey in August 2006.
 DI0951
 DI0951.The orthometric height was determined by differential leveling
 DI0951.and adjusted in September 2008.
 DI0951
 DI0951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0951
 DI0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0951
 DI0951.The ellipsoidal height was determined by GPS observations
 DI0951.and is referenced to NAD 83.
 DI0951
 DI0951.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0951;SPC DE       -    85,974.192   222,420.825   MT  1.00000119   +0 09 41.7
 DI0951;SPC DE       -   282,066.99    729,725.66   sFT  1.00000119   +0 09 41.7
 DI0951;UTM  18      - 4,291,735.601   486,217.675   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  =   0.99960753
 DI0951
 DI0951                          SUPERSEDED SURVEY CONTROL
 DI0951
 DI0951.No superseded survey control is available for this station.
 DI0951
 DI0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8621891736(NAD 83)
 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 - July 01, 2008
 DI0951
 DI0951  HISTORY     - Date     Condition        Report By
 DI0951  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0951  HISTORY     - 20080701 GOOD             DEDT
 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'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3469 ***********************************************************************
 JU3469  DESIGNATION -  FORD AZIMUTH MARK
 JU3469  PID         -  JU3469
 JU3469  STATE/COUNTY-  DE/KENT
 JU3469  USGS QUAD   -  KENTON (1993)
 JU3469
 JU3469                         *CURRENT SURVEY CONTROL
 JU3469  ___________________________________________________________________
 JU3469* NAD 83(1991)-  39 12 00.64991(N)    075 44 47.14091(W)     ADJUSTED  
 JU3469* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 JU3469  ___________________________________________________________________
 JU3469  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JU3469  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3469
 JU3469.The geoid height was determined by GEOID03.
 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       -   1.00000229  x   1.00000499  =   1.00000728
 JU3469!SPC MD       -   1.00000229  x   0.99996583  =   0.99996812
 JU3469!UTM  18      -   1.00000229  x   0.99965115  =   0.99965344
 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|---------------------------------------------------------------------|
 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    3  
 JU3469
 JU3469.Superseded values are not recommended for survey control.
 JU3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3469.See file dsdata.txt to determine how the superseded data were derived.
 JU3469
 JU3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3554839257(NAD 83)
 JU3469_MARKER: DZ = AZIMUTH MARK DISK
 JU3469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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.
 JU3469' 
 JU3469' 
 JU3469' 
 JU3469' 
 JU3469' 
 JU3469' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2527 ***********************************************************************
 JU2527  DESIGNATION -  FORT DELAWARE FLAGPOLE
 JU2527  PID         -  JU2527
 JU2527  STATE/COUNTY-  DE/NEW CASTLE
 JU2527  USGS QUAD   -  DELAWARE CITY (1993)
 JU2527
 JU2527                         *CURRENT SURVEY CONTROL
 JU2527  ___________________________________________________________________
 JU2527* NAD 83(1991)-  39 35 22.93623(N)    075 34 01.14333(W)     ADJUSTED  
 JU2527* NAVD 88     -              **(meters)            **(feet)            
 JU2527  ___________________________________________________________________
 JU2527  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JU2527  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 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
 JU2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2527
 JU2527.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2527
 JU2527  NAD 83(1986)-  39 35 22.92905(N)    075 34 01.15156(W) AD(       ) 4
 JU2527
 JU2527.Superseded values are not recommended for survey control.
 JU2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2527.See file dsdata.txt to determine how the superseded data were derived.
 JU2527
 JU2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5131482374(NAD 83)
 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 = MARCH  2, 2009
 JU2528 ***********************************************************************
 JU2528  DESIGNATION -  FORT DELAWARE LIGHT
 JU2528  PID         -  JU2528
 JU2528  STATE/COUNTY-  DE/NEW CASTLE
 JU2528  USGS QUAD   -  DELAWARE CITY (1993)
 JU2528
 JU2528                         *CURRENT SURVEY CONTROL
 JU2528  ___________________________________________________________________
 JU2528* NAD 83(1991)-  39 35 24.88424(N)    075 33 55.35444(W)     ADJUSTED  
 JU2528* NAVD 88     -              **(meters)            **(feet)            
 JU2528  ___________________________________________________________________
 JU2528  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU2528  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 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
 JU2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2528
 JU2528.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2528
 JU2528  NAD 83(1986)-  39 35 24.87724(N)    075 33 55.36263(W) AD(       ) 4
 JU2528
 JU2528.Superseded values are not recommended for survey control.
 JU2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2528.See file dsdata.txt to determine how the superseded data were derived.
 JU2528
 JU2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5145282433(NAD 83)
 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 = MARCH  2, 2009
 JU1793 ***********************************************************************
 JU1793  DESIGNATION -  FORT DUPONT MONUMENT
 JU1793  PID         -  JU1793
 JU1793  STATE/COUNTY-  DE/NEW CASTLE
 JU1793  USGS QUAD   -  DELAWARE CITY (1993)
 JU1793
 JU1793                         *CURRENT SURVEY CONTROL
 JU1793  ___________________________________________________________________
 JU1793* NAD 83(1986)-  39 34 12.     (N)    075 34 53.     (W)     SCALED    
 JU1793* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 JU1793  ___________________________________________________________________
 JU1793  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1793  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 JU1793  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 JU1793
 JU1793  VERT ORDER  -  FIRST     CLASS I
 JU1793
 JU1793.The horizontal coordinates were scaled from a topographic map and have
 JU1793.an estimated accuracy of +/- 6 seconds.
 JU1793
 JU1793.The orthometric height was determined by differential leveling
 JU1793.and adjusted in June 1991.
 JU1793
 JU1793.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1793
 JU1793  NGVD 29 (??/??/??)    2.649  (m)            8.69   (f) ADJUSTED    1 1
 JU1793
 JU1793.Superseded values are not recommended for survey control.
 JU1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1793.See file dsdata.txt to determine how the superseded data were derived.
 JU1793
 JU1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500801(NAD 83)
 JU1793_MARKER: B = BOLT
 JU1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1793_SP_SET: STONE POST
 JU1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1793+STABILITY: SURFACE MOTION
 JU1793
 JU1793  HISTORY     - Date     Condition        Report By
 JU1793  HISTORY     - UNK      MONUMENTED       DOD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1324 ***********************************************************************
 HU1324  DESIGNATION -  FORT MILES NORTH RADAR TOWER
 HU1324  PID         -  HU1324
 HU1324  STATE/COUNTY-  DE/SUSSEX
 HU1324  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1324
 HU1324                         *CURRENT SURVEY CONTROL
 HU1324  ___________________________________________________________________
 HU1324* NAD 83(1991)-  38 47 17.81728(N)    075 05 19.72786(W)     ADJUSTED  
 HU1324* NAVD 88     -              **(meters)            **(feet)            
 HU1324  ___________________________________________________________________
 HU1324  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HU1324  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1324  HORZ ORDER  -  THIRD
 HU1324
 HU1324.The horizontal coordinates were established by classical geodetic methods
 HU1324.and adjusted by the National Geodetic Survey in January 1992.
 HU1324
 HU1324
 HU1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1324
 HU1324.The geoid height was determined by GEOID03.
 HU1324
 HU1324;                    North         East     Units Scale Factor Converg.
 HU1324;SPC DE       -    87,553.098   228,485.094   MT  1.00000499   +0 12 19.4
 HU1324;SPC DE       -   287,247.12    749,621.51   sFT  1.00000499   +0 12 19.4
 HU1324;UTM  18      - 4,293,286.245   492,286.634   MT  0.99960073   -0 03 20.3
 HU1324
 HU1324                          SUPERSEDED SURVEY CONTROL
 HU1324
 HU1324  NAD 83(1986)-  38 47 17.80401(N)    075 05 19.73622(W) AD(       ) 4
 HU1324  NAD 27      -  38 47 17.39679(N)    075 05 21.08606(W) AD(       ) 3
 HU1324
 HU1324.Superseded values are not recommended for survey control.
 HU1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1324.See file dsdata.txt to determine how the superseded data were derived.
 HU1324
 HU1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9228793286(NAD 83)
 HU1324_MARKER: 55 = TOWER
 HU1324
 HU1324  HISTORY     - Date     Condition        Report By
 HU1324  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1324  HISTORY     - 1969     GOOD             CGS
 HU1324  HISTORY     - 19950829 MARK NOT FOUND   USPSQD
 HU1324  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU1324
 HU1324                          STATION DESCRIPTION
 HU1324
 HU1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1324'THE STATION IS LOCATED ON FORT MILES, ABOUT 2-1/2 MILES
 HU1324'EAST-NORTHEAST OF LEWES, DELAWARE.  IT IS A 4 LEG STEEL TOWER
 HU1324'AND IS 50 FEET ABOVE THE GROUND.  LOCATED ON BATTERY HUNTER HILL
 HU1324'ON FORT MILES.  THE INTERSECTING POINT WAS THE TOP CENTER.
 HU1324
 HU1324                          STATION RECOVERY (1969)
 HU1324
 HU1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1324'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1324'IS ADEQUATE.
 HU1324
 HU1324                          STATION RECOVERY (1995)
 HU1324
 HU1324'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1324'MARK NOT FOUND.
 HU1324
 HU1324                          STATION RECOVERY (2008)
 HU1324
 HU1324'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1324'TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1315 ***********************************************************************
 HU1315  DESIGNATION -  FORT MILES OBSERVATION TWR 13
 HU1315  PID         -  HU1315
 HU1315  STATE/COUNTY-  DE/SUSSEX
 HU1315  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1315
 HU1315                         *CURRENT SURVEY CONTROL
 HU1315  ___________________________________________________________________
 HU1315* NAD 83(1991)-  38 46 45.70502(N)    075 07 11.45418(W)     ADJUSTED  
 HU1315* NAVD 88     -              **(meters)            **(feet)            
 HU1315  ___________________________________________________________________
 HU1315  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HU1315  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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
 HU1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1315
 HU1315.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1315
 HU1315  NAD 83(1986)-  38 46 45.69231(N)    075 07 11.46313(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1315.See file dsdata.txt to determine how the superseded data were derived.
 HU1315
 HU1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8959092299(NAD 83)
 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 = MARCH  2, 2009
 HU1321 ***********************************************************************
 HU1321  DESIGNATION -  FORT MILES OBSERVATION TOWER 8
 HU1321  PID         -  HU1321
 HU1321  STATE/COUNTY-  DE/SUSSEX
 HU1321  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1321
 HU1321                         *CURRENT SURVEY CONTROL
 HU1321  ___________________________________________________________________
 HU1321* NAD 83(1991)-  38 47 17.73209(N)    075 05 41.48241(W)     ADJUSTED  
 HU1321* NAVD 88     -              **(meters)            **(feet)            
 HU1321  ___________________________________________________________________
 HU1321  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HU1321  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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
 HU1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1321
 HU1321.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1321
 HU1321  NAD 83(1986)-  38 47 17.71900(N)    075 05 41.49080(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1321.See file dsdata.txt to determine how the superseded data were derived.
 HU1321
 HU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9176293284(NAD 83)
 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 = MARCH  2, 2009
 HU1322 ***********************************************************************
 HU1322  DESIGNATION -  FORT MILES OBSERVATION TOWER 7
 HU1322  PID         -  HU1322
 HU1322  STATE/COUNTY-  DE/SUSSEX
 HU1322  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1322
 HU1322                         *CURRENT SURVEY CONTROL
 HU1322  ___________________________________________________________________
 HU1322* NAD 83(1991)-  38 46 34.77382(N)    075 05 33.94757(W)     ADJUSTED  
 HU1322* NAVD 88     -              **(meters)            **(feet)            
 HU1322  ___________________________________________________________________
 HU1322  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HU1322  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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
 HU1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1322
 HU1322.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1322
 HU1322  NAD 83(1986)-  38 46 34.76055(N)    075 05 33.95629(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1322.See file dsdata.txt to determine how the superseded data were derived.
 HU1322
 HU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9194291960(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1328 ***********************************************************************
 HU1328  DESIGNATION -  FORT MILES SOUTH RADAR TOWER
 HU1328  PID         -  HU1328
 HU1328  STATE/COUNTY-  DE/SUSSEX
 HU1328  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1328
 HU1328                         *CURRENT SURVEY CONTROL
 HU1328  ___________________________________________________________________
 HU1328* NAD 83(1991)-  38 46 36.51078(N)    075 05 14.45230(W)     ADJUSTED  
 HU1328* NAVD 88     -              **(meters)            **(feet)            
 HU1328  ___________________________________________________________________
 HU1328  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU1328  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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
 HU1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1328
 HU1328.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1328
 HU1328  NAD 83(1986)-  38 46 36.49738(N)    075 05 14.46084(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1328.See file dsdata.txt to determine how the superseded data were derived.
 HU1328
 HU1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241392013(NAD 83)
 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 = MARCH  2, 2009
 HU1329 ***********************************************************************
 HU1329  DESIGNATION -  FORT MILES US NAVY WATER TANK
 HU1329  PID         -  HU1329
 HU1329  STATE/COUNTY-  DE/SUSSEX
 HU1329  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1329
 HU1329                         *CURRENT SURVEY CONTROL
 HU1329  ___________________________________________________________________
 HU1329* NAD 83(1991)-  38 46 08.36115(N)    075 05 10.87751(W)     ADJUSTED  
 HU1329* NAVD 88     -              **(meters)            **(feet)            
 HU1329  ___________________________________________________________________
 HU1329  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HU1329  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU1329  HORZ ORDER  -  THIRD
 HU1329
 HU1329.The horizontal coordinates were established by classical geodetic methods
 HU1329.and adjusted by the National Geodetic Survey in January 1992.
 HU1329
 HU1329
 HU1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1329
 HU1329.The geoid height was determined by GEOID03.
 HU1329
 HU1329;                    North         East     Units Scale Factor Converg.
 HU1329;SPC DE       -    85,412.088   228,706.425   MT  1.00000514   +0 12 24.6
 HU1329;SPC DE       -   280,222.83    750,347.66   sFT  1.00000514   +0 12 24.6
 HU1329;UTM  18      - 4,291,145.116   492,498.126   MT  0.99960069   -0 03 14.7
 HU1329
 HU1329                          SUPERSEDED SURVEY CONTROL
 HU1329
 HU1329  NAD 83(1986)-  38 46 08.34762(N)    075 05 10.88624(W) AD(       ) 4
 HU1329  NAD 27      -  38 46 07.94225(N)    075 05 12.23621(W) AD(       ) 3
 HU1329
 HU1329.Superseded values are not recommended for survey control.
 HU1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1329.See file dsdata.txt to determine how the superseded data were derived.
 HU1329
 HU1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9249891145(NAD 83)
 HU1329_MARKER: 53 = ELEVATED TANK
 HU1329
 HU1329  HISTORY     - Date     Condition        Report By
 HU1329  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1329  HISTORY     - 1975     GOOD             NGS
 HU1329  HISTORY     - 19950416 GOOD             USPSQD
 HU1329  HISTORY     - 19971123 MARK NOT FOUND   USPSQD
 HU1329  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU1329
 HU1329                          STATION DESCRIPTION
 HU1329
 HU1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1329'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF
 HU1329'THE FORT MILES, U.S. NAVAL WATER TANK.  LOCATED ON THE FORT
 HU1329'MILES MILITARY RESERVATION, 2.0 MILES SOUTHEAST OF LEWES,
 HU1329'DELAWARE.  THE STRUCTURE IS A METAL PEDESPAL SHPERE TYPE TANK
 HU1329'WITH THE RISER SERVING AS LEGS.  THE STRUCTURE IS SILVER IN
 HU1329'COLOR WITH AN OVERALL HEIGHT OF APPROXIMATELY 155.0 FEET.
 HU1329
 HU1329                          STATION RECOVERY (1975)
 HU1329
 HU1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1329'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, BUT
 HU1329'AT THE TIME OF THIS RECOVERY THE STRUCTURE IS PAINTED A LIGHT
 HU1329'BLUE IN COLOR.
 HU1329'
 HU1329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1329'3 MILES EAST OF THE TOWN OF LEWES.
 HU1329
 HU1329                          STATION RECOVERY (1995)
 HU1329
 HU1329'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1329'RECOVERED IN GOOD CONDITION.
 HU1329
 HU1329                          STATION RECOVERY (1997)
 HU1329
 HU1329'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1329'MARK NOT FOUND.
 HU1329
 HU1329                          STATION RECOVERY (2008)
 HU1329
 HU1329'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1329'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1980 ***********************************************************************
 HU1980  DESIGNATION -  FOUNTAINVILLE INTERSTATE LOT
 HU1980  PID         -  HU1980
 HU1980  STATE/COUNTY-  DE/SUSSEX
 HU1980  USGS QUAD   -  HICKMAN (1993)
 HU1980
 HU1980                         *CURRENT SURVEY CONTROL
 HU1980  ___________________________________________________________________
 HU1980* NAD 83(1991)-  38 48 05.60427(N)    075 43 13.99658(W)     ADJUSTED  
 HU1980* NAVD 88     -              **(meters)            **(feet)            
 HU1980  ___________________________________________________________________
 HU1980  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HU1980  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 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
 HU1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1980
 HU1980.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1980
 HU1980  NAD 83(1986)-  38 48 05.59766(N)    075 43 14.01243(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1980.See file dsdata.txt to determine how the superseded data were derived.
 HU1980
 HU1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3743295002(NAD 83)
 HU1980_MARKER: 57 = LOOKOUT TOWER
 HU1980
 HU1980  HISTORY     - Date     Condition        Report By
 HU1980  HISTORY     - 1962     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3367 ***********************************************************************
 JU3367  DESIGNATION -  FOURTEEN FOOT BANK LIGHT
 JU3367  PID         -  JU3367
 JU3367  STATE/COUNTY-  DE/KENT
 JU3367  USGS QUAD   -  
 JU3367
 JU3367                         *CURRENT SURVEY CONTROL
 JU3367  ___________________________________________________________________
 JU3367* NAD 83(1991)-  39 02 53.71290(N)    075 10 55.93394(W)     ADJUSTED  
 JU3367* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3367  ___________________________________________________________________
 JU3367  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU3367  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 JU3367  HORZ ORDER  -  THIRD
 JU3367
 JU3367.The horizontal coordinates were established by classical geodetic methods
 JU3367.and adjusted by the National Geodetic Survey in January 1992.
 JU3367
 JU3367.The orthometric height was scaled from a topographic map.
 JU3367
 JU3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3367
 JU3367.The geoid height was determined by GEOID03.
 JU3367
 JU3367;                    North         East     Units Scale Factor Converg.
 JU3367;SPC DE       -   116,388.463   220,296.776   MT  1.00000007   +0 08 51.7
 JU3367;SPC DE       -   381,851.15    722,757.01   sFT  1.00000007   +0 08 51.7
 JU3367;SPC NJ       -    24,078.321    90,948.907   MT  0.99994292   -0 25 47.2
 JU3367;SPC NJ       -    78,996.96    298,388.21   sFT  0.99994292   -0 25 47.2
 JU3367;UTM  18      - 4,322,147.150   484,233.364   MT  0.99960306   -0 06 53.2
 JU3367
 JU3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3367!SPC DE       -   1.00000555  x   1.00000007  =   1.00000562
 JU3367!SPC NJ       -   1.00000555  x   0.99994292  =   0.99994847
 JU3367!UTM  18      -   1.00000555  x   0.99960306  =   0.99960860
 JU3367
 JU3367                          SUPERSEDED SURVEY CONTROL
 JU3367
 JU3367  NAD 83(1986)-  39 02 53.70477(N)    075 10 55.93736(W) AD(       ) 4
 JU3367  NAD 27      -  39 02 53.29400(N)    075 10 57.27300(W) AD(       ) 3
 JU3367
 JU3367.Superseded values are not recommended for survey control.
 JU3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3367.See file dsdata.txt to determine how the superseded data were derived.
 JU3367
 JU3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8423322147(NAD 83)
 JU3367_MARKER: 13 = LIGHTHOUSE
 JU3367_MARK LOGO: CGS   
 JU3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3367+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3367
 JU3367  HISTORY     - Date     Condition        Report By
 JU3367  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3367  HISTORY     - 1969     GOOD             CGS
 JU3367  HISTORY     - 19830101 GOOD             NOS
 JU3367
 JU3367                          STATION DESCRIPTION
 JU3367
 JU3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JU3367'STATION RECOVERED IN GOOD CONDITION.
 JU3367
 JU3367                          STATION RECOVERY (1983)
 JU3367
 JU3367'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3367'THE STATION IS LOCATED ALONG THE W SIDE OF THE MAIN CHANNEL IN
 JU3367'DELAWARE BAY, 22.1 KM (13.75 MI) NW OF CAPE MAY POINT, NJ.
 JU3367'TO REACH STATION PROCEED BY BOAT.
 JU3367'STATION IS THE CENTER OF THE LIGHTHOUSE LIGHT IN THE TOP OF A WHITE
 JU3367'TOWER ATOP A WHITE TWO-STORY DWELLING.  THE TOWER AND DWELLING ARE
 JU3367'BUILT ON A BLACK CYLINDRICAL PIER, AND WERE BUILT IN 1886.
 JU3367'THIS STATION HAD BEEN LISTED AS LOST.  HOWEVER, PERSONNEL FROM COAST
 JU3367'GUARD CAPE MAY, THE COAST GUARD DISTRICT OFFICE, AND LOCAL MARINES
 JU3367'CONFIRM THAT THE PRESENT STRUCTURE IS THE ONE POSITIONED IN 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1405 ***********************************************************************
 HU1405  DESIGNATION -  FRANKFORD WATER TANK
 HU1405  PID         -  HU1405
 HU1405  STATE/COUNTY-  DE/SUSSEX
 HU1405  USGS QUAD   -  FRANKFORD (1991)
 HU1405
 HU1405                         *CURRENT SURVEY CONTROL
 HU1405  ___________________________________________________________________
 HU1405* NAD 83(1991)-  38 31 00.08858(N)    075 14 11.06180(W)     ADJUSTED  
 HU1405* NAVD 88     -              **(meters)            **(feet)            
 HU1405  ___________________________________________________________________
 HU1405  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HU1405  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU1405  HORZ ORDER  -  THIRD
 HU1405
 HU1405.The horizontal coordinates were established by classical geodetic methods
 HU1405.and adjusted by the National Geodetic Survey in January 1992.
 HU1405
 HU1405
 HU1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1405
 HU1405.The geoid height was determined by GEOID03.
 HU1405
 HU1405;                    North         East     Units Scale Factor Converg.
 HU1405;SPC DE       -    57,368.554   215,720.930   MT  0.99999804   +0 06 44.1
 HU1405;SPC DE       -   188,216.66    707,744.42   sFT  0.99999804   +0 06 44.1
 HU1405;UTM  18      - 4,263,171.997   479,390.640   MT  0.99960523   -0 08 50.0
 HU1405
 HU1405                          SUPERSEDED SURVEY CONTROL
 HU1405
 HU1405  NAD 83(1986)-  38 31 00.07611(N)    075 14 11.08322(W) AD(       ) 4
 HU1405  NAD 27      -  38 30 59.67500(N)    075 14 12.41100(W) AD(       ) 3
 HU1405
 HU1405.Superseded values are not recommended for survey control.
 HU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1405.See file dsdata.txt to determine how the superseded data were derived.
 HU1405
 HU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7939163172(NAD 83)
 HU1405
 HU1405  HISTORY     - Date     Condition        Report By
 HU1405  HISTORY     - UNK      MONUMENTED
 HU1405  HISTORY     - 1942     GOOD             CGS
 HU1405  HISTORY     - 1943     GOOD             CGS
 HU1405  HISTORY     - 1961     GOOD             CGS
 HU1405  HISTORY     - 19950808 GOOD             USPSQD
 HU1405  HISTORY     - 20071006 GOOD             GEOCAC
 HU1405
 HU1405                          STATION DESCRIPTION
 HU1405
 HU1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 HU1405'THIS INTERSECTION STATION IS THE WATER TANK OF THE FRANKFORD
 HU1405'MUNICIPAL WATER WORKS.  IT IS A STEEL BOWL, ALUMINUM COLOR,
 HU1405'ABOUT 90 FEET HIGH SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE.  IT
 HU1405'IS IN ABOUT THE MIDDLE OF THE TOWN OF FRANKFORD.  THE BALL ON
 HU1405'THE TOP WAS THE POINT OBSERVED UPON.
 HU1405
 HU1405                          STATION RECOVERY (1943)
 HU1405
 HU1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1405'STATION IS THE TOP OF AN ALUMINUM-PAINTED WATER TANK WHICH EXTENDS
 HU1405'ABOUT 150 FT. ABOVE THE GROUND, IN THE TOWN OF FRANKFORD.
 HU1405
 HU1405                          STATION RECOVERY (1961)
 HU1405
 HU1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1405'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY NOTE
 HU1405'BY F.L.G. IN 1943 IS COMPLETE AND ADEQUATE.
 HU1405
 HU1405                          STATION RECOVERY (1995)
 HU1405
 HU1405'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1405'RECOVERED IN GOOD CONDITION.
 HU1405
 HU1405                          STATION RECOVERY (2007)
 HU1405
 HU1405'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 HU1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1726 ***********************************************************************
 HU1726  DESIGNATION -  FREEDOM
 HU1726  PID         -  HU1726
 HU1726  STATE/COUNTY-  DE/SUSSEX
 HU1726  USGS QUAD   -  DELMAR (1992)
 HU1726
 HU1726                         *CURRENT SURVEY CONTROL
 HU1726  ___________________________________________________________________
 HU1726* NAD 83(1991)-  38 27 21.73649(N)    075 34 18.66267(W)     ADJUSTED  
 HU1726* NAVD 88     -        15.319  (meters)      50.26   (feet)  ADJUSTED  
 HU1726  ___________________________________________________________________
 HU1726  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU1726  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU1726  DYNAMIC HT  -          15.310 (meters)      50.23  (feet)  COMP
 HU1726  MODELED GRAV-     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
 HU1726.and adjusted in June 1991.
 HU1726
 HU1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1726
 HU1726.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 HU1726.Superseded values are not recommended for survey control.
 HU1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1726.See file dsdata.txt to determine how the superseded data were derived.
 HU1726
 HU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5010556570(NAD 83)
 HU1726_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1726_SP_SET: CONCRETE POST
 HU1726_STAMPING: FREEDOM 1974
 HU1726_MARK LOGO: NGS   
 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             CGS
 HU1726  HISTORY     - 1976     GOOD             CGS
 HU1726  HISTORY     - 19810623 GOOD             NGS
 HU1726  HISTORY     - 19891120 GOOD             NGS
 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 COAST AND GEODETIC SURVEY 1974
 HU1726'RECOVERED IN GOOD CONDITION.
 HU1726
 HU1726                          STATION RECOVERY (1976)
 HU1726
 HU1726'RECOVERY NOTE BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1922 ***********************************************************************
 JU1922  DESIGNATION -  G 1
 JU1922  PID         -  JU1922
 JU1922  STATE/COUNTY-  DE/NEW CASTLE
 JU1922  USGS QUAD   -  SAINT GEORGES (1993)
 JU1922
 JU1922                         *CURRENT SURVEY CONTROL
 JU1922  ___________________________________________________________________
 JU1922* NAD 83(1986)-  39 35 52.     (N)    075 41 27.     (W)     SCALED    
 JU1922* NAVD 88     -        19.646  (meters)      64.46   (feet)  ADJUSTED  
 JU1922  ___________________________________________________________________
 JU1922  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1922  DYNAMIC HT  -          19.637 (meters)      64.43  (feet)  COMP
 JU1922  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU1922
 JU1922  VERT ORDER  -  FIRST     CLASS I
 JU1922
 JU1922.The horizontal coordinates were scaled from a topographic map and have
 JU1922.an estimated accuracy of +/- 6 seconds.
 JU1922
 JU1922.The orthometric height was determined by differential leveling
 JU1922.and adjusted in June 1991.
 JU1922
 JU1922.The geoid height was determined by GEOID03.
 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       -   177,410.      176,450.      MT  (+/- 180 meters Scaled)
 JU1922
 JU1922                          SUPERSEDED SURVEY CONTROL
 JU1922
 JU1922  NGVD 29 (??/??/??)   19.885  (m)           65.24   (f) ADJUSTED    1 1
 JU1922
 JU1922.Superseded values are not recommended for survey control.
 JU1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1922.See file dsdata.txt to determine how the superseded data were derived.
 JU1922
 JU1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406833(NAD 83)
 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_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 = MARCH  2, 2009
 HU0921 ***********************************************************************
 HU0921  DESIGNATION -  G 10
 HU0921  PID         -  HU0921
 HU0921  STATE/COUNTY-  DE/SUSSEX
 HU0921  USGS QUAD   -  HICKMAN (1993)
 HU0921
 HU0921                         *CURRENT SURVEY CONTROL
 HU0921  ___________________________________________________________________
 HU0921* NAD 83(1986)-  38 48 27.     (N)    075 41 53.     (W)     SCALED    
 HU0921* NAVD 88     -        11.387  (meters)      37.36   (feet)  ADJUSTED  
 HU0921  ___________________________________________________________________
 HU0921  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 HU0921  DYNAMIC HT  -          11.380 (meters)      37.34  (feet)  COMP
 HU0921  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 HU0921
 HU0921  VERT ORDER  -  SECOND    CLASS 0
 HU0921
 HU0921.The horizontal coordinates were scaled from a topographic map and have
 HU0921.an estimated accuracy of +/- 6 seconds.
 HU0921
 HU0921.The orthometric height was determined by differential leveling
 HU0921.and adjusted in June 1991.
 HU0921
 HU0921.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0921
 HU0921  NGVD 29 (??/??/??)   11.630  (m)           38.16   (f) ADJUSTED    2 0
 HU0921
 HU0921.Superseded values are not recommended for survey control.
 HU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0921.See file dsdata.txt to determine how the superseded data were derived.
 HU0921
 HU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH393956(NAD 83)
 HU0921_MARKER: DB = BENCH MARK DISK
 HU0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0921_STAMPING: G 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1297 ***********************************************************************
 JU1297  DESIGNATION -  G 12
 JU1297  PID         -  JU1297
 JU1297  STATE/COUNTY-  DE/KENT
 JU1297  USGS QUAD   -  MARYDEL (1993)
 JU1297
 JU1297                         *CURRENT SURVEY CONTROL
 JU1297  ___________________________________________________________________
 JU1297* NAD 83(1986)-  39 04 15.     (N)    075 37 36.     (W)     SCALED    
 JU1297* NAVD 88     -        16.701  (meters)      54.79   (feet)  ADJUSTED  
 JU1297  ___________________________________________________________________
 JU1297  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 JU1297  DYNAMIC HT  -          16.692 (meters)      54.76  (feet)  COMP
 JU1297  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 JU1297
 JU1297  VERT ORDER  -  SECOND    CLASS 0
 JU1297
 JU1297.The horizontal coordinates were scaled from a topographic map and have
 JU1297.an estimated accuracy of +/- 6 seconds.
 JU1297
 JU1297.The orthometric height was determined by differential leveling
 JU1297.and adjusted in June 1991.
 JU1297
 JU1297.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1297
 JU1297  NGVD 29 (??/??/??)   16.939  (m)           55.57   (f) ADJUSTED    2 0
 JU1297
 JU1297.Superseded values are not recommended for survey control.
 JU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1297.See file dsdata.txt to determine how the superseded data were derived.
 JU1297
 JU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ457248(NAD 83)
 JU1297_MARKER: DB = BENCH MARK DISK
 JU1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1297_STAMPING: G 12 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1235 ***********************************************************************
 JU1235  DESIGNATION -  G 13
 JU1235  PID         -  JU1235
 JU1235  STATE/COUNTY-  DE/KENT
 JU1235  USGS QUAD   -  CLAYTON (1993)
 JU1235
 JU1235                         *CURRENT SURVEY CONTROL
 JU1235  ___________________________________________________________________
 JU1235* NAD 83(1986)-  39 15 45.     (N)    075 44 14.     (W)     SCALED    
 JU1235* NAVD 88     -        18.589  (meters)      60.99   (feet)  ADJUSTED  
 JU1235  ___________________________________________________________________
 JU1235  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU1235  DYNAMIC HT  -          18.579 (meters)      60.95  (feet)  COMP
 JU1235  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 JU1235
 JU1235  VERT ORDER  -  SECOND    CLASS 0
 JU1235
 JU1235.The horizontal coordinates were scaled from a topographic map and have
 JU1235.an estimated accuracy of +/- 6 seconds.
 JU1235
 JU1235.The orthometric height was determined by differential leveling
 JU1235.and adjusted in June 1991.
 JU1235
 JU1235.The geoid height was determined by GEOID03.
 JU1235
 JU1235.The dynamic height is computed by dividing the NAVD 88
 JU1235.geopotential number by the normal gravity value computed on the
 JU1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1235.degrees latitude (g = 980.6199 gals.).
 JU1235
 JU1235.The modeled gravity was interpolated from observed gravity values.
 JU1235
 JU1235;                    North         East    Units  Estimated Accuracy
 JU1235;SPC DE       -   140,200.      172,330.      MT  (+/- 180 meters Scaled)
 JU1235
 JU1235                          SUPERSEDED SURVEY CONTROL
 JU1235
 JU1235  NGVD 29 (??/??/??)   18.829  (m)           61.77   (f) ADJUSTED    2 0
 JU1235
 JU1235.Superseded values are not recommended for survey control.
 JU1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1235.See file dsdata.txt to determine how the superseded data were derived.
 JU1235
 JU1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ363461(NAD 83)
 JU1235_MARKER: DB = BENCH MARK DISK
 JU1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1235_STAMPING: G 13 1964
 JU1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1235+STABILITY: SURFACE MOTION
 JU1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1235+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 JU1235
 JU1235  HISTORY     - Date     Condition        Report By
 JU1235  HISTORY     - 1964     MONUMENTED       CGS
 JU1235  HISTORY     - 1964     GOOD             CGS
 JU1235  HISTORY     - 1981     GOOD             UDE
 JU1235  HISTORY     - 19890617 GOOD             USPSQD
 JU1235  HISTORY     - 20011026 GOOD             USPSQD
 JU1235
 JU1235                          STATION DESCRIPTION
 JU1235
 JU1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1235'2.1 MI W FROM BLACKISTONE.
 JU1235'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 6 FROM THE CROSSROADS AT
 JU1235'BLACKISTONE, NEAR THE NORTHEAST CORNER OF A CHURCH YARD AND
 JU1235'CEMETERY.  168 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH,
 JU1235'75 FEET NORTH-NORTHWEST OF A LONE LARGE TREE, 36 FEET SOUTHEAST OF
 JU1235'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE SOUTHWEST
 JU1235'CORNER OF A CONCRETE HEADWALL OF A CULVERT AND 1 FOOT EAST OF A
 JU1235'METAL WITNESS POST AND SIGN.  A STANDARD DISK IN THE TOP OF A
 JU1235'CONCRETE POST, PROJECTING 4 INCHES.
 JU1235
 JU1235                          STATION RECOVERY (1981)
 JU1235
 JU1235'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1235'RECOVERED IN GOOD CONDITION.
 JU1235
 JU1235                          STATION RECOVERY (1989)
 JU1235
 JU1235'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1235'RECOVERED IN GOOD CONDITION.
 JU1235
 JU1235                          STATION RECOVERY (2001)
 JU1235
 JU1235'RECOVERY NOTE BY US POWER SQUADRON 2001 (HB)
 JU1235'CHURCH RAZED 1982.
 JU1235'MARKER IS 25 FEET SOUTH WEST OF THE SOUTH WEST CORNER OF A CONCRETE
 JU1235'HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2479 ***********************************************************************
 JU2479  DESIGNATION -  G 2 RESET 1975
 JU2479  PID         -  JU2479
 JU2479  STATE/COUNTY-  DE/KENT
 JU2479  USGS QUAD   -  FREDERICA (1993)
 JU2479
 JU2479                         *CURRENT SURVEY CONTROL
 JU2479  ___________________________________________________________________
 JU2479* NAD 83(1986)-  39 02 30.     (N)    075 27 25.     (W)     SCALED    
 JU2479* NAVD 88     -         8.97   (+/-2cm)      29.4    (feet)  VERTCON   
 JU2479  ___________________________________________________________________
 JU2479  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU2479  VERT ORDER  -  THIRD (See Below)
 JU2479
 JU2479.The horizontal coordinates were scaled from a topographic map and have
 JU2479.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2479
 JU2479.The geoid height was determined by GEOID03.
 JU2479
 JU2479;                    North         East    Units  Estimated Accuracy
 JU2479;SPC DE       -   115,630.      196,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2479.See file dsdata.txt to determine how the superseded data were derived.
 JU2479
 JU2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ604215(NAD 83)
 JU2479_MARKER: DB = BENCH MARK DISK
 JU2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2479_STAMPING: G 2 RESET 1975
 JU2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2479+STABILITY: SURFACE MOTION
 JU2479
 JU2479  HISTORY     - Date     Condition        Report By
 JU2479  HISTORY     - 1975     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1455 ***********************************************************************
 JU1455  DESIGNATION -  G 21
 JU1455  PID         -  JU1455
 JU1455  STATE/COUNTY-  DE/NEW CASTLE
 JU1455  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1455
 JU1455                         *CURRENT SURVEY CONTROL
 JU1455  ___________________________________________________________________
 JU1455* NAD 83(1986)-  39 46 45.     (N)    075 30 34.     (W)     SCALED    
 JU1455* NAVD 88     -        62.159  (meters)     203.93   (feet)  POSTED    
 JU1455  ___________________________________________________________________
 JU1455  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1455  DYNAMIC HT  -          62.130 (meters)     203.84  (feet)  COMP
 JU1455  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 JU1455
 JU1455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU1455
 JU1455.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU1455.rate of 0.0 thru 1.0 mm/km.
 JU1455
 JU1455.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1455
 JU1455  NGVD 29 (??/??/??)   62.506  (m)          205.07   (f) ADJUSTED    2 0
 JU1455
 JU1455.Superseded values are not recommended for survey control.
 JU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1455.See file dsdata.txt to determine how the superseded data were derived.
 JU1455
 JU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK563033(NAD 83)
 JU1455_MARKER: DB = BENCH MARK DISK
 JU1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1455_SP_SET: STEP
 JU1455_STAMPING: G 21 1959
 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 = MARCH  2, 2009
 JU1474 ***********************************************************************
 JU1474  DESIGNATION -  G 22
 JU1474  PID         -  JU1474
 JU1474  STATE/COUNTY-  DE/NEW CASTLE
 JU1474  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1474
 JU1474                         *CURRENT SURVEY CONTROL
 JU1474  ___________________________________________________________________
 JU1474* NAD 83(1986)-  39 43 33.     (N)    075 32 46.     (W)     SCALED    
 JU1474* NAVD 88     -         2.619  (meters)       8.59   (feet)  POSTED    
 JU1474  ___________________________________________________________________
 JU1474  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1474  DYNAMIC HT  -           2.620 (meters)       8.60  (feet)  COMP
 JU1474  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 JU1474
 JU1474  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU1474
 JU1474.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1474.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU1474.rate of 4.1 thru 8.0 mm/km.
 JU1474
 JU1474.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1474
 JU1474  NGVD 29 (??/??/??)    2.979  (m)            9.77   (f) ADJUSTED    2 0
 JU1474
 JU1474.Superseded values are not recommended for survey control.
 JU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1474.See file dsdata.txt to determine how the superseded data were derived.
 JU1474
 JU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ531974(NAD 83)
 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_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 = MARCH  2, 2009
 HU2731 ***********************************************************************
 HU2731  DESIGNATION -  G 27 RESET
 HU2731  PID         -  HU2731
 HU2731  STATE/COUNTY-  DE/SUSSEX
 HU2731  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU2731
 HU2731                         *CURRENT SURVEY CONTROL
 HU2731  ___________________________________________________________________
 HU2731* NAD 83(1986)-  38 42 56.     (N)    075 06 31.     (W)     SCALED    
 HU2731* NAVD 88     -         6.77   (meters)      22.2    (feet)  RESET     
 HU2731  ___________________________________________________________________
 HU2731  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU2731  VERT ORDER  -  THIRD
 HU2731
 HU2731.The horizontal coordinates were scaled from a topographic map and have
 HU2731.an estimated accuracy of +/- 6 seconds.
 HU2731
 HU2731.The orthometric height was computed from unverified reset data.
 HU2731.No vertical observational check was made to the station.
 HU2731
 HU2731.The geoid height was determined by GEOID03.
 HU2731
 HU2731;                    North         East    Units  Estimated Accuracy
 HU2731;SPC DE       -    79,470.      226,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2731.See file dsdata.txt to determine how the superseded data were derived.
 HU2731
 HU2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH905852(NAD 83)
 HU2731_MARKER: DB = BENCH MARK 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
 HU2731  HISTORY     - Date     Condition        Report By
 HU2731  HISTORY     - 1991     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0099 ***********************************************************************
 HU0099  DESIGNATION -  G 28
 HU0099  PID         -  HU0099
 HU0099  STATE/COUNTY-  DE/SUSSEX
 HU0099  USGS QUAD   -  BETHANY BEACH (1991)
 HU0099
 HU0099                         *CURRENT SURVEY CONTROL
 HU0099  ___________________________________________________________________
 HU0099* NAD 83(1986)-  38 32 14.     (N)    075 03 34.     (W)     SCALED    
 HU0099* NAVD 88     -         1.290  (meters)       4.23   (feet)  ADJUSTED  
 HU0099  ___________________________________________________________________
 HU0099  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU0099  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 HU0099  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 HU0099
 HU0099  VERT ORDER  -  SECOND    CLASS 0
 HU0099
 HU0099.The horizontal coordinates were scaled from a topographic map and have
 HU0099.an estimated accuracy of +/- 6 seconds.
 HU0099
 HU0099.The orthometric height was determined by differential leveling
 HU0099.and adjusted in June 1991.
 HU0099
 HU0099.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0099
 HU0099  NGVD 29 (??/??/??)    1.528  (m)            5.01   (f) ADJUSTED    2 0
 HU0099
 HU0099.Superseded values are not recommended for survey control.
 HU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0099.See file dsdata.txt to determine how the superseded data were derived.
 HU0099
 HU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH948654(NAD 83)
 HU0099_MARKER: DB = BENCH MARK DISK
 HU0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0099_SP_SET: CULVERT
 HU0099_STAMPING: G 28 1962
 HU0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0099
 HU0099  HISTORY     - Date     Condition        Report By
 HU0099  HISTORY     - 1962     MONUMENTED       CGS
 HU0099  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0081 ***********************************************************************
 HU0081  DESIGNATION -  G 29
 HU0081  PID         -  HU0081
 HU0081  STATE/COUNTY-  DE/SUSSEX
 HU0081  USGS QUAD   -  LEWES (1991)
 HU0081
 HU0081                         *CURRENT SURVEY CONTROL
 HU0081  ___________________________________________________________________
 HU0081* NAD 83(1986)-  38 45 27.     (N)    075 10 44.     (W)     SCALED    
 HU0081* NAVD 88     -         6.882  (meters)      22.58   (feet)  ADJUSTED  
 HU0081  ___________________________________________________________________
 HU0081  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0081  DYNAMIC HT  -           6.878 (meters)      22.57  (feet)  COMP
 HU0081  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 HU0081
 HU0081  VERT ORDER  -  FIRST     CLASS II
 HU0081
 HU0081.The horizontal coordinates were scaled from a topographic map and have
 HU0081.an estimated accuracy of +/- 6 seconds.
 HU0081
 HU0081.The orthometric height was determined by differential leveling
 HU0081.and adjusted in June 1991.
 HU0081
 HU0081.The geoid height was determined by GEOID03.
 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       -    84,110.      220,670.      MT  (+/- 180 meters Scaled)
 HU0081
 HU0081                          SUPERSEDED SURVEY CONTROL
 HU0081
 HU0081  NGVD 29 (??/??/??)    7.119  (m)           23.36   (f) ADJUSTED    1 2
 HU0081
 HU0081.Superseded values are not recommended for survey control.
 HU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0081.See file dsdata.txt to determine how the superseded data were derived.
 HU0081
 HU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH844898(NAD 83)
 HU0081_MARKER: DB = BENCH MARK DISK
 HU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0081_SP_SET: CONCRETE POST
 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 18, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0044 ***********************************************************************
 HU0044  DESIGNATION -  G 30
 HU0044  PID         -  HU0044
 HU0044  STATE/COUNTY-  DE/SUSSEX
 HU0044  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0044
 HU0044                         *CURRENT SURVEY CONTROL
 HU0044  ___________________________________________________________________
 HU0044* NAD 83(1986)-  38 55 54.     (N)    075 20 49.     (W)     SCALED    
 HU0044* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 HU0044  ___________________________________________________________________
 HU0044  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0044  DYNAMIC HT  -           2.440 (meters)       8.01  (feet)  COMP
 HU0044  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 HU0044
 HU0044  VERT ORDER  -  SECOND    CLASS 0
 HU0044
 HU0044.The horizontal coordinates were scaled from a topographic map and have
 HU0044.an estimated accuracy of +/- 6 seconds.
 HU0044
 HU0044.The orthometric height was determined by differential leveling
 HU0044.and adjusted in June 1991.
 HU0044
 HU0044.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0044
 HU0044  NGVD 29 (??/??/??)    2.681  (m)            8.80   (f) ADJUSTED    2 0
 HU0044
 HU0044.Superseded values are not recommended for survey control.
 HU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0044.See file dsdata.txt to determine how the superseded data were derived.
 HU0044
 HU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699092(NAD 83)
 HU0044_MARKER: DB = BENCH MARK DISK
 HU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0044_STAMPING: G 30 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0788 ***********************************************************************
 HU0788  DESIGNATION -  G 34
 HU0788  PID         -  HU0788
 HU0788  STATE/COUNTY-  DE/SUSSEX
 HU0788  USGS QUAD   -  LAUREL (1992)
 HU0788
 HU0788                         *CURRENT SURVEY CONTROL
 HU0788  ___________________________________________________________________
 HU0788* NAD 83(1986)-  38 32 52.     (N)    075 34 19.     (W)     SCALED    
 HU0788* NAVD 88     -         8.502  (meters)      27.89   (feet)  ADJUSTED  
 HU0788  ___________________________________________________________________
 HU0788  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU0788  DYNAMIC HT  -           8.496 (meters)      27.87  (feet)  COMP
 HU0788  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 HU0788
 HU0788  VERT ORDER  -  FIRST     CLASS I
 HU0788
 HU0788.The horizontal coordinates were scaled from a topographic map and have
 HU0788.an estimated accuracy of +/- 6 seconds.
 HU0788
 HU0788.The orthometric height was determined by differential leveling
 HU0788.and adjusted in June 1991.
 HU0788
 HU0788.The geoid height was determined by GEOID03.
 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       -    60,820.      186,460.      MT  (+/- 180 meters Scaled)
 HU0788
 HU0788                          SUPERSEDED SURVEY CONTROL
 HU0788
 HU0788  NGVD 29 (??/??/??)    8.751  (m)           28.71   (f) ADJUSTED    1 1
 HU0788
 HU0788.Superseded values are not recommended for survey control.
 HU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0788.See file dsdata.txt to determine how the superseded data were derived.
 HU0788
 HU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501667(NAD 83)
 HU0788_MARKER: DB = BENCH MARK DISK
 HU0788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0788_SP_SET: COPPER-CLAD STEEL ROD
 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 = MARCH  2, 2009
 JU1360 ***********************************************************************
 JU1360  DESIGNATION -  G 36
 JU1360  PID         -  JU1360
 JU1360  STATE/COUNTY-  DE/KENT
 JU1360  USGS QUAD   -  WYOMING (1993)
 JU1360
 JU1360                         *CURRENT SURVEY CONTROL
 JU1360  ___________________________________________________________________
 JU1360* NAD 83(1986)-  39 05 38.     (N)    075 30 20.     (W)     SCALED    
 JU1360* NAVD 88     -         7.593  (meters)      24.91   (feet)  ADJUSTED  
 JU1360  ___________________________________________________________________
 JU1360  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 JU1360  DYNAMIC HT  -           7.588 (meters)      24.89  (feet)  COMP
 JU1360  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 JU1360
 JU1360  VERT ORDER  -  FIRST     CLASS I
 JU1360
 JU1360.The horizontal coordinates were scaled from a topographic map and have
 JU1360.an estimated accuracy of +/- 6 seconds.
 JU1360
 JU1360.The orthometric height was determined by differential leveling
 JU1360.and adjusted in June 1991.
 JU1360
 JU1360.The geoid height was determined by GEOID03.
 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       -   121,430.      192,310.      MT  (+/- 180 meters Scaled)
 JU1360
 JU1360                          SUPERSEDED SURVEY CONTROL
 JU1360
 JU1360  NGVD 29 (??/??/??)    7.830  (m)           25.69   (f) ADJUSTED    1 1
 JU1360
 JU1360.Superseded values are not recommended for survey control.
 JU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1360.See file dsdata.txt to determine how the superseded data were derived.
 JU1360
 JU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562273(NAD 83)
 JU1360_MARKER: DB = BENCH MARK DISK
 JU1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1360_STAMPING: G 36 1963
 JU1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1360+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1352 ***********************************************************************
 JU1352  DESIGNATION -  G 37
 JU1352  PID         -  JU1352
 JU1352  STATE/COUNTY-  DE/KENT
 JU1352  USGS QUAD   -  SMYRNA (1993)
 JU1352
 JU1352                         *CURRENT SURVEY CONTROL
 JU1352  ___________________________________________________________________
 JU1352* NAD 83(1986)-  39 18 17.17   (N)    075 31 55.48   (W)     HD_HELD1  
 JU1352* NAVD 88     -         5.359  (meters)      17.58   (feet)  ADJUSTED  
 JU1352  ___________________________________________________________________
 JU1352  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU1352  DYNAMIC HT  -           5.356 (meters)      17.57  (feet)  COMP
 JU1352  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 JU1352
 JU1352  VERT ORDER  -  FIRST     CLASS I
 JU1352
 JU1352.The horizontal coordinates were established by differentially corrected
 JU1352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1352
 JU1352.The orthometric height was determined by differential leveling
 JU1352.and adjusted in June 1991.
 JU1352
 JU1352.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1352
 JU1352  NGVD 29 (??/??/??)    5.598  (m)           18.37   (f) ADJUSTED    1 1
 JU1352
 JU1352.Superseded values are not recommended for survey control.
 JU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1352.See file dsdata.txt to determine how the superseded data were derived.
 JU1352
 JU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5412550733(NAD 83)
 JU1352_MARKER: DB = BENCH MARK DISK
 JU1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1352_STAMPING: G 37 1963
 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 - October 07, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1934 ***********************************************************************
 JU1934  DESIGNATION -  G 38
 JU1934  PID         -  JU1934
 JU1934  STATE/COUNTY-  DE/NEW CASTLE
 JU1934  USGS QUAD   -  SAINT GEORGES (1993)
 JU1934
 JU1934                         *CURRENT SURVEY CONTROL
 JU1934  ___________________________________________________________________
 JU1934* NAD 83(1986)-  39 31 15.     (N)    075 42 29.     (W)     SCALED    
 JU1934* NAVD 88     -        15.540  (meters)      50.98   (feet)  ADJUSTED  
 JU1934  ___________________________________________________________________
 JU1934  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1934  DYNAMIC HT  -          15.532 (meters)      50.96  (feet)  COMP
 JU1934  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 JU1934
 JU1934  VERT ORDER  -  FIRST     CLASS I
 JU1934
 JU1934.The horizontal coordinates were scaled from a topographic map and have
 JU1934.an estimated accuracy of +/- 6 seconds.
 JU1934
 JU1934.The orthometric height was determined by differential leveling
 JU1934.and adjusted in June 1991.
 JU1934
 JU1934.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1934
 JU1934  NGVD 29 (??/??/??)   15.780  (m)           51.77   (f) ADJUSTED    1 1
 JU1934
 JU1934.Superseded values are not recommended for survey control.
 JU1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1934.See file dsdata.txt to determine how the superseded data were derived.
 JU1934
 JU1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ391748(NAD 83)
 JU1934_MARKER: DB = BENCH MARK DISK
 JU1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1934_STAMPING: G 38 1963
 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 = MARCH  2, 2009
 JU1370 ***********************************************************************
 JU1370  DESIGNATION -  G 39
 JU1370  PID         -  JU1370
 JU1370  STATE/COUNTY-  DE/NEW CASTLE
 JU1370  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1370
 JU1370                         *CURRENT SURVEY CONTROL
 JU1370  ___________________________________________________________________
 JU1370* NAD 83(1986)-  39 44 51.     (N)    075 31 19.     (W)     SCALED    
 JU1370* NAVD 88     -         5.167  (meters)      16.95   (feet)  ADJUSTED  
 JU1370  ___________________________________________________________________
 JU1370  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1370  DYNAMIC HT  -           5.164 (meters)      16.94  (feet)  COMP
 JU1370  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 JU1370
 JU1370  VERT ORDER  -  FIRST     CLASS I
 JU1370
 JU1370.The horizontal coordinates were scaled from a topographic map and have
 JU1370.an estimated accuracy of +/- 6 seconds.
 JU1370
 JU1370.The orthometric height was determined by differential leveling
 JU1370.and adjusted in June 1991.
 JU1370.WARNING-Repeat measurements at this control monument indicate possible
 JU1370.vertical movement.
 JU1370
 JU1370.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1370
 JU1370  NGVD 29 (01/10/92)    5.431  (m)           17.82   (f) ADJUSTED    1 1
 JU1370
 JU1370.Superseded values are not recommended for survey control.
 JU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1370.See file dsdata.txt to determine how the superseded data were derived.
 JU1370
 JU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ552998(NAD 83)
 JU1370_MARKER: DB = BENCH MARK DISK
 JU1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1370_SP_SET: BASE
 JU1370_STAMPING: G 39 1963
 JU1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0755 ***********************************************************************
 HU0755  DESIGNATION -  G 4
 HU0755  PID         -  HU0755
 HU0755  STATE/COUNTY-  DE/SUSSEX
 HU0755  USGS QUAD   -  SEAFORD EAST (1992)
 HU0755
 HU0755                         *CURRENT SURVEY CONTROL
 HU0755  ___________________________________________________________________
 HU0755* NAD 83(1986)-  38 44 31.     (N)    075 36 22.     (W)     SCALED    
 HU0755* NAVD 88     -        13.313  (meters)      43.68   (feet)  ADJUSTED  
 HU0755  ___________________________________________________________________
 HU0755  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0755  DYNAMIC HT  -          13.305 (meters)      43.65  (feet)  COMP
 HU0755  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 HU0755
 HU0755  VERT ORDER  -  FIRST     CLASS II
 HU0755
 HU0755.The horizontal coordinates were scaled from a topographic map and have
 HU0755.an estimated accuracy of +/- 6 seconds.
 HU0755
 HU0755.The orthometric height was determined by differential leveling
 HU0755.and adjusted in June 1991.
 HU0755
 HU0755.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0755
 HU0755  NGVD 29 (??/??/??)   13.560  (m)           44.49   (f) ADJUSTED    1 2
 HU0755
 HU0755.Superseded values are not recommended for survey control.
 HU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0755.See file dsdata.txt to determine how the superseded data were derived.
 HU0755
 HU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH473883(NAD 83)
 HU0755_MARKER: DB = BENCH MARK DISK
 HU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0755_STAMPING: G 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1803 ***********************************************************************
 JU1803  DESIGNATION -  G 40
 JU1803  PID         -  JU1803
 JU1803  STATE/COUNTY-  DE/NEW CASTLE
 JU1803  USGS QUAD   -  DELAWARE CITY (1993)
 JU1803
 JU1803                         *CURRENT SURVEY CONTROL
 JU1803  ___________________________________________________________________
 JU1803* NAD 83(1986)-  39 33 41.     (N)    075 34 15.     (W)     SCALED    
 JU1803* NAVD 88     -         4.117  (meters)      13.51   (feet)  ADJUSTED  
 JU1803  ___________________________________________________________________
 JU1803  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1803  DYNAMIC HT  -           4.115 (meters)      13.50  (feet)  COMP
 JU1803  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 JU1803
 JU1803  VERT ORDER  -  FIRST     CLASS I
 JU1803
 JU1803.The horizontal coordinates were scaled from a topographic map and have
 JU1803.an estimated accuracy of +/- 6 seconds.
 JU1803
 JU1803.The orthometric height was determined by differential leveling
 JU1803.and adjusted in June 1991.
 JU1803
 JU1803.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1803
 JU1803  NGVD 29 (01/10/92)    4.458  (m)           14.63   (f) ADJUSTED    1 1
 JU1803
 JU1803.Superseded values are not recommended for survey control.
 JU1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1803.See file dsdata.txt to determine how the superseded data were derived.
 JU1803
 JU1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509792(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2198 ***********************************************************************
 JU2198  DESIGNATION -  G 41
 JU2198  PID         -  JU2198
 JU2198  STATE/COUNTY-  DE/NEW CASTLE
 JU2198  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2198
 JU2198                         *CURRENT SURVEY CONTROL
 JU2198  ___________________________________________________________________
 JU2198* NAD 83(1986)-  39 40 51.     (N)    075 35 25.     (W)     SCALED    
 JU2198* NAVD 88     -        21.911  (meters)      71.89   (feet)  ADJUSTED  
 JU2198  ___________________________________________________________________
 JU2198  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2198  DYNAMIC HT  -          21.901 (meters)      71.85  (feet)  COMP
 JU2198  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 JU2198
 JU2198  VERT ORDER  -  FIRST     CLASS II
 JU2198
 JU2198.The horizontal coordinates were scaled from a topographic map and have
 JU2198.an estimated accuracy of +/- 6 seconds.
 JU2198
 JU2198.The orthometric height was determined by differential leveling
 JU2198.and adjusted in June 1991.
 JU2198
 JU2198.The geoid height was determined by GEOID03.
 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       -   186,610.      185,110.      MT  (+/- 180 meters Scaled)
 JU2198
 JU2198                          SUPERSEDED SURVEY CONTROL
 JU2198
 JU2198.No superseded survey control is available for this station.
 JU2198
 JU2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ493925(NAD 83)
 JU2198_MARKER: DB = BENCH MARK DISK
 JU2198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2198_SP_SET: STAINLESS STEEL ROD
 JU2198_STAMPING: G 41 1979
 JU2198_PROJECTION: RECESSED 3 CENTIMETERS
 JU2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2198+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6534 ***********************************************************************
 DK6534  DESIGNATION -  G 43
 DK6534  PID         -  DK6534
 DK6534  STATE/COUNTY-  DE/SUSSEX
 DK6534  USGS QUAD   -  ELLENDALE (1992)
 DK6534
 DK6534                         *CURRENT SURVEY CONTROL
 DK6534  ___________________________________________________________________
 DK6534* NAD 83(1986)-  38 48 25.     (N)    075 26 18.     (W)     SCALED    
 DK6534* NAVD 88     -        15.006  (meters)      49.23   (feet)  ADJUSTED  
 DK6534  ___________________________________________________________________
 DK6534  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DK6534  DYNAMIC HT  -          14.997 (meters)      49.20  (feet)  COMP
 DK6534  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 DK6534
 DK6534  VERT ORDER  -  SECOND    CLASS II
 DK6534
 DK6534.The horizontal coordinates were scaled from a topographic map and have
 DK6534.an estimated accuracy of +/- 6 seconds.
 DK6534
 DK6534.The orthometric height was determined by differential leveling
 DK6534.and adjusted in September 2008.
 DK6534.No vertical observational check was made to the station.
 DK6534
 DK6534.The geoid height was determined by GEOID03.
 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       -    89,570.      198,120.      MT  (+/- 180 meters Scaled)
 DK6534
 DK6534                          SUPERSEDED SURVEY CONTROL
 DK6534
 DK6534.No superseded survey control is available for this station.
 DK6534
 DK6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH619954(NAD 83)
 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: FLUSH
 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 - July 15, 2008
 DK6534
 DK6534  HISTORY     - Date     Condition        Report By
 DK6534  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6534  HISTORY     - 20080715 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0162 ***********************************************************************
 HU0162  DESIGNATION -  G 5
 HU0162  PID         -  HU0162
 HU0162  STATE/COUNTY-  DE/SUSSEX
 HU0162  USGS QUAD   -  HARBESON (1992)
 HU0162
 HU0162                         *CURRENT SURVEY CONTROL
 HU0162  ___________________________________________________________________
 HU0162* NAD 83(1986)-  38 40 03.     (N)    075 21 41.     (W)     SCALED    
 HU0162* NAVD 88     -        13.167  (meters)      43.20   (feet)  ADJUSTED  
 HU0162  ___________________________________________________________________
 HU0162  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0162  DYNAMIC HT  -          13.159 (meters)      43.17  (feet)  COMP
 HU0162  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 HU0162
 HU0162  VERT ORDER  -  SECOND    CLASS 0
 HU0162
 HU0162.The horizontal coordinates were scaled from a topographic map and have
 HU0162.an estimated accuracy of +/- 6 seconds.
 HU0162
 HU0162.The orthometric height was determined by differential leveling
 HU0162.and adjusted in June 1991.
 HU0162
 HU0162.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0162
 HU0162  NGVD 29 (??/??/??)   13.405  (m)           43.98   (f) ADJUSTED    2 0
 HU0162
 HU0162.Superseded values are not recommended for survey control.
 HU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0162.See file dsdata.txt to determine how the superseded data were derived.
 HU0162
 HU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH685799(NAD 83)
 HU0162_MARKER: DB = BENCH MARK DISK
 HU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0162_STAMPING: G 5 1935
 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 = MARCH  2, 2009
 HU2730 ***********************************************************************
 HU2730  DESIGNATION -  G 8 RESET
 HU2730  PID         -  HU2730
 HU2730  STATE/COUNTY-  DE/SUSSEX
 HU2730  USGS QUAD   -  TRAP POND (1992)
 HU2730
 HU2730                         *CURRENT SURVEY CONTROL
 HU2730  ___________________________________________________________________
 HU2730* NAD 83(1986)-  38 32 00.15   (N)    075 27 18.24   (W)     HD_HELD1  
 HU2730* NAVD 88     -        12.49   (meters)      41.0    (feet)  RESET     
 HU2730  ___________________________________________________________________
 HU2730  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU2730  VERT ORDER  -  THIRD
 HU2730
 HU2730.The horizontal coordinates were established by differentially corrected
 HU2730.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU2730
 HU2730.The orthometric height was computed from unverified reset data.
 HU2730.No vertical observational check was made to the station.
 HU2730
 HU2730.The geoid height was determined by GEOID03.
 HU2730
 HU2730;                    North         East    Units  Estimated Accuracy
 HU2730;SPC DE       -    59,205.8     196,651.8     MT  (+/- 3 meters HH1 GPS) 
 HU2730
 HU2730                          SUPERSEDED SURVEY CONTROL
 HU2730
 HU2730.No superseded survey control is available for this station.
 HU2730
 HU2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6033765095(NAD 83)
 HU2730_MARKER: DB = BENCH MARK DISK
 HU2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2730_SP_SET: CONCRETE POST
 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
 HU2730  HISTORY     - Date     Condition        Report By
 HU2730  HISTORY     - 1991     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0332 ***********************************************************************
 HU0332  DESIGNATION -  G 9
 HU0332  PID         -  HU0332
 HU0332  STATE/COUNTY-  DE/SUSSEX
 HU0332  USGS QUAD   -  PITTSVILLE (1992)
 HU0332
 HU0332                         *CURRENT SURVEY CONTROL
 HU0332  ___________________________________________________________________
 HU0332* NAD 83(1986)-  38 27 49.     (N)    075 28 52.     (W)     SCALED    
 HU0332* NAVD 88     -        16.629  (meters)      54.56   (feet)  ADJUSTED  
 HU0332  ___________________________________________________________________
 HU0332  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU0332  DYNAMIC HT  -          16.619 (meters)      54.52  (feet)  COMP
 HU0332  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 HU0332
 HU0332  VERT ORDER  -  SECOND    CLASS 0
 HU0332
 HU0332.The horizontal coordinates were scaled from a topographic map and have
 HU0332.an estimated accuracy of +/- 6 seconds.
 HU0332
 HU0332.The orthometric height was determined by differential leveling
 HU0332.and adjusted in June 1991.
 HU0332
 HU0332.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0332;SPC DE       -    51,460.      194,380.      MT  (+/- 180 meters Scaled)
 HU0332
 HU0332                          SUPERSEDED SURVEY CONTROL
 HU0332
 HU0332  NGVD 29 (??/??/??)   16.863  (m)           55.32   (f) ADJUSTED    2 0
 HU0332
 HU0332.Superseded values are not recommended for survey control.
 HU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0332.See file dsdata.txt to determine how the superseded data were derived.
 HU0332
 HU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH580573(NAD 83)
 HU0332_MARKER: DB = BENCH MARK DISK
 HU0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0332_STAMPING: G 9 1942
 HU0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0332+STABILITY: SURFACE MOTION
 HU0332
 HU0332  HISTORY     - Date     Condition        Report By
 HU0332  HISTORY     - 1942     MONUMENTED       CGS
 HU0332  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2829 ***********************************************************************
 HU2829  SACS        -  This is a Secondary Airport Control Station.
 HU2829  DESIGNATION -  GED C
 HU2829  PID         -  HU2829
 HU2829  STATE/COUNTY-  DE/SUSSEX
 HU2829  USGS QUAD   -  HARBESON (1992)
 HU2829
 HU2829                         *CURRENT SURVEY CONTROL
 HU2829  ___________________________________________________________________
 HU2829* NAD 83(2007)-  38 41 41.81782(N)    075 21 23.59100(W)     ADJUSTED  
 HU2829* NAVD 88     -        14.83   (meters)      48.7    (feet)  GPS OBS   
 HU2829  ___________________________________________________________________
 HU2829  EPOCH DATE  -        2002.00
 HU2829  X           -   1,260,110.305 (meters)                     COMP
 HU2829  Y           -  -4,822,643.099 (meters)                     COMP
 HU2829  Z           -   3,965,929.825 (meters)                     COMP
 HU2829  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HU2829  ELLIP HEIGHT-         -20.741 (meters)          (02/10/07) ADJUSTED
 HU2829  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU2829
 HU2829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2829  Type    PID    Designation                      North   East  Ellip
 HU2829  -------------------------------------------------------------------
 HU2829  NETWORK HU2829 GED C                             1.90   3.19   5.08
 HU2829  -------------------------------------------------------------------
 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 February 2007.
 HU2829
 HU2829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2829.The horizontal coordinates are valid at the epoch date displayed above.
 HU2829.The epoch date for horizontal control is a decimal equivalence
 HU2829.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 NAVD 88 network.
 HU2829
 HU2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2829
 HU2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2829
 HU2829.The ellipsoidal height was determined by GPS observations
 HU2829.and is referenced to NAD 83.
 HU2829
 HU2829.The geoid height was determined by GEOID03.
 HU2829
 HU2829;                    North         East     Units Scale Factor Converg.
 HU2829;SPC DE       -    77,142.842   205,229.686   MT  0.99999534   +0 02 15.3
 HU2829;SPC DE       -   253,092.81    673,324.39   sFT  0.99999534   +0 02 15.3
 HU2829;UTM  18      - 4,282,985.992   468,993.268   MT  0.99961184   -0 13 22.5
 HU2829
 HU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2829!SPC DE       -   1.00000325  x   0.99999534  =   0.99999859
 HU2829!UTM  18      -   1.00000325  x   0.99961184  =   0.99961509
 HU2829
 HU2829                          SUPERSEDED SURVEY CONTROL
 HU2829
 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(1991)-  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  NGVD 29 (02/19/93)   15.08   (m)           49.5    (f) LEVELING    3  
 HU2829
 HU2829.Superseded values are not recommended for survey control.
 HU2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2829.See file dsdata.txt to determine how the superseded data were derived.
 HU2829
 HU2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6899382986(NAD 83)
 HU2829_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2829_SP_SET: CONCRETE POST
 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       CGS
 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 COAST AND 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 = MARCH  2, 2009
 HU2830 ***********************************************************************
 HU2830  PACS        -  This is a Primary Airport Control Station.
 HU2830  DESIGNATION -  GED D
 HU2830  PID         -  HU2830
 HU2830  STATE/COUNTY-  DE/SUSSEX
 HU2830  USGS QUAD   -  HARBESON (1992)
 HU2830
 HU2830                         *CURRENT SURVEY CONTROL
 HU2830  ___________________________________________________________________
 HU2830* NAD 83(2007)-  38 41 06.26652(N)    075 21 06.89204(W)     ADJUSTED  
 HU2830* NAVD 88     -        14.00   (meters)      45.9    (feet)  GPS OBS   
 HU2830  ___________________________________________________________________
 HU2830  EPOCH DATE  -        2002.00
 HU2830  X           -   1,260,673.864 (meters)                     COMP
 HU2830  Y           -  -4,823,203.432 (meters)                     COMP
 HU2830  Z           -   3,965,073.626 (meters)                     COMP
 HU2830  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HU2830  ELLIP HEIGHT-         -21.586 (meters)          (02/10/07) ADJUSTED
 HU2830  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2830
 HU2830  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2830  Type    PID    Designation                      North   East  Ellip
 HU2830  -------------------------------------------------------------------
 HU2830  NETWORK HU2830 GED D                             1.69   3.12   4.86
 HU2830  -------------------------------------------------------------------
 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 February 2007.
 HU2830
 HU2830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2830.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2830.The horizontal coordinates are valid at the epoch date displayed above.
 HU2830.The epoch date for horizontal control is a decimal equivalence
 HU2830.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 NAVD 88 network.
 HU2830
 HU2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2830
 HU2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2830
 HU2830.The ellipsoidal height was determined by GPS observations
 HU2830.and is referenced to NAD 83.
 HU2830
 HU2830.The geoid height was determined by GEOID03.
 HU2830
 HU2830;                    North         East     Units Scale Factor Converg.
 HU2830;SPC DE       -    76,046.863   205,634.004   MT  0.99999539   +0 02 25.7
 HU2830;SPC DE       -   249,497.08    674,650.89   sFT  0.99999539   +0 02 25.7
 HU2830;UTM  18      - 4,281,888.607   469,392.446   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                          SUPERSEDED SURVEY CONTROL
 HU2830
 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(1991)-  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  NGVD 29 (02/19/93)   14.27   (m)           46.8    (f) LEVELING    3  
 HU2830
 HU2830.Superseded values are not recommended for survey control.
 HU2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2830.See file dsdata.txt to determine how the superseded data were derived.
 HU2830
 HU2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6939281889(NAD 83)
 HU2830_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2830_SP_SET: CONCRETE POST
 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       CGS
 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 COAST AND 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 = MARCH  2, 2009
 HU2831 ***********************************************************************
 HU2831  SACS        -  This is a Secondary Airport Control Station.
 HU2831  DESIGNATION -  GED E
 HU2831  PID         -  HU2831
 HU2831  STATE/COUNTY-  DE/SUSSEX
 HU2831  USGS QUAD   -  HARBESON (1992)
 HU2831
 HU2831                         *CURRENT SURVEY CONTROL
 HU2831  ___________________________________________________________________
 HU2831* NAD 83(2007)-  38 41 06.27889(N)    075 21 52.87815(W)     ADJUSTED  
 HU2831* NAVD 88     -        14.68   (meters)      48.2    (feet)  GPS OBS   
 HU2831  ___________________________________________________________________
 HU2831  EPOCH DATE  -        2002.00
 HU2831  X           -   1,259,598.588 (meters)                     COMP
 HU2831  Y           -  -4,823,484.661 (meters)                     COMP
 HU2831  Z           -   3,965,074.351 (meters)                     COMP
 HU2831  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HU2831  ELLIP HEIGHT-         -20.902 (meters)          (02/10/07) ADJUSTED
 HU2831  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2831
 HU2831  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2831  Type    PID    Designation                      North   East  Ellip
 HU2831  -------------------------------------------------------------------
 HU2831  NETWORK HU2831 GED E                             1.96   3.21   5.14
 HU2831  -------------------------------------------------------------------
 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 February 2007.
 HU2831
 HU2831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2831.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2831.The horizontal coordinates are valid at the epoch date displayed above.
 HU2831.The epoch date for horizontal control is a decimal equivalence
 HU2831.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 NAVD 88 network.
 HU2831
 HU2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2831
 HU2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2831
 HU2831.The ellipsoidal height was determined by GPS observations
 HU2831.and is referenced to NAD 83.
 HU2831
 HU2831.The geoid height was determined by GEOID03.
 HU2831
 HU2831;                    North         East     Units Scale Factor Converg.
 HU2831;SPC DE       -    76,046.537   204,522.562   MT  0.99999525   +0 01 57.0
 HU2831;SPC DE       -   249,496.01    671,004.44   sFT  0.99999525   +0 01 57.0
 HU2831;UTM  18      - 4,281,893.331   468,281.440   MT  0.99961239   -0 13 40.6
 HU2831
 HU2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2831!SPC DE       -   1.00000328  x   0.99999525  =   0.99999853
 HU2831!UTM  18      -   1.00000328  x   0.99961239  =   0.99961567
 HU2831
 HU2831                          SUPERSEDED SURVEY CONTROL
 HU2831
 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(1991)-  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  NGVD 29 (02/19/93)   14.94   (m)           49.0    (f) LEVELING    3  
 HU2831
 HU2831.Superseded values are not recommended for survey control.
 HU2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2831.See file dsdata.txt to determine how the superseded data were derived.
 HU2831
 HU2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6828181893(NAD 83)
 HU2831_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2831_SP_SET: CONCRETE POST
 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       CGS
 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 COAST AND 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 = MARCH  2, 2009
 JU3618 ***********************************************************************
 JU3618  DESIGNATION -  GILPIN 1959
 JU3618  PID         -  JU3618
 JU3618  STATE/COUNTY-  DE/NEW CASTLE
 JU3618  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3618
 JU3618                         *CURRENT SURVEY CONTROL
 JU3618  ___________________________________________________________________
 JU3618* NAD 83(1991)-  39 45 11.57030(N)    075 33 20.45100(W)     ADJUSTED  
 JU3618* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 JU3618  ___________________________________________________________________
 JU3618  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU3618  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3618
 JU3618.The geoid height was determined by GEOID03.
 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       -   0.99999893  x   0.99999675  =   0.99999568
 JU3618!UTM  18      -   0.99999893  x   0.99962790  =   0.99962683
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3618.See file dsdata.txt to determine how the superseded data were derived.
 JU3618
 JU3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5239700515(NAD 83)
 JU3618_MARKER: DE = TRAVERSE STATION DISK
 JU3618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3618+WITH SETTING: PAVEMENT
 JU3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3618+STABILITY: SURFACE MOTION
 JU3618
 JU3618  HISTORY     - Date     Condition        Report By
 JU3618  HISTORY     - 1959     MONUMENTED       CGS
 JU3618  HISTORY     - 1984     GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3542 ***********************************************************************
 JU3542  DESIGNATION -  GOLTS
 JU3542  PID         -  JU3542
 JU3542  STATE/COUNTY-  DE/NEW CASTLE
 JU3542  USGS QUAD   -  MILLINGTON (1993)
 JU3542
 JU3542                         *CURRENT SURVEY CONTROL
 JU3542  ___________________________________________________________________
 JU3542* NAD 83(1991)-  39 20 41.41321(N)    075 45 48.46822(W)     ADJUSTED  
 JU3542* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 JU3542  ___________________________________________________________________
 JU3542  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JU3542  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3542
 JU3542.The geoid height was determined by GEOID03.
 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       -  GOLTS AZ MK                              073 10 45.0
 JU3542:SPC MD       -  GOLTS AZ MK                              072 10 59.6
 JU3542:UTM  18      -  GOLTS AZ MK                              073 26 36.1
 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 1976            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    3  
 JU3542
 JU3542.Superseded values are not recommended for survey control.
 JU3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3542.See file dsdata.txt to determine how the superseded data were derived.
 JU3542
 JU3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3421255323(NAD 83)
 JU3542_MARKER: DS = TRIANGULATION STATION DISK
 JU3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3542
 JU3542  HISTORY     - Date     Condition        Report By
 JU3542  HISTORY     - 1961     MONUMENTED       CGS
 JU3542  HISTORY     - 1975     GOOD             NGS
 JU3542  HISTORY     - 1976     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1402 ***********************************************************************
 HU1402  DESIGNATION -  GOOD LUCK
 HU1402  PID         -  HU1402
 HU1402  STATE/COUNTY-  DE/SUSSEX
 HU1402  USGS QUAD   -  BETHANY BEACH (1991)
 HU1402
 HU1402                         *CURRENT SURVEY CONTROL
 HU1402  ___________________________________________________________________
 HU1402* NAD 83(1991)-  38 31 04.17471(N)    075 03 14.62860(W)     ADJUSTED  
 HU1402* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1402  ___________________________________________________________________
 HU1402  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HU1402  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1402
 HU1402.The geoid height was determined by GEOID03.
 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  =   0.99960545
 HU1402
 HU1402:                Primary Azimuth Mark                     Grid Az
 HU1402:SPC DE       -  DAISY MARSH 2 1909                       174 26 49.1
 HU1402:UTM  18      -  DAISY MARSH 2 1909                       174 42 23.2
 HU1402
 HU1402|---------------------------------------------------------------------|
 HU1402| PID    Reference Object                     Distance      Geod. Az  |
 HU1402|                                                           dddmmss.s |
 HU1402| HU1441 DAISY MARSH 2 1909                  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
 HU1402.Superseded values are not recommended for survey control.
 HU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1402.See file dsdata.txt to determine how the superseded data were derived.
 HU1402
 HU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9528763273(NAD 83)
 HU1402_MARKER: DS = TRIANGULATION STATION DISK
 HU1402_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 JU3399 ***********************************************************************
 JU3399  DESIGNATION -  GOOSE
 JU3399  PID         -  JU3399
 JU3399  STATE/COUNTY-  DE/KENT
 JU3399  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3399
 JU3399                         *CURRENT SURVEY CONTROL
 JU3399  ___________________________________________________________________
 JU3399* NAD 83(1991)-  39 15 09.77861(N)    075 24 04.84727(W)     ADJUSTED  
 JU3399* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3399  ___________________________________________________________________
 JU3399  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU3399  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3399
 JU3399.The geoid height was determined by GEOID03.
 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       -  NEW COHANSEY LIGHT                       019 15 30.5
 JU3399:SPC NJ       -  NEW COHANSEY LIGHT                       019 50 18.7
 JU3399:UTM  18      -  NEW COHANSEY LIGHT                       019 31 19.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3399.See file dsdata.txt to determine how the superseded data were derived.
 JU3399
 JU3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6537144898(NAD 83)
 JU3399_MARKER: DS = TRIANGULATION STATION DISK
 JU3399_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3399_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1360 ***********************************************************************
 HU1360  DESIGNATION -  GORDON
 HU1360  PID         -  HU1360
 HU1360  STATE/COUNTY-  DE/SUSSEX
 HU1360  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1360
 HU1360                         *CURRENT SURVEY CONTROL
 HU1360  ___________________________________________________________________
 HU1360* NAD 83(1991)-  38 44 57.84963(N)    075 04 52.48445(W)     ADJUSTED  
 HU1360* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 HU1360  ___________________________________________________________________
 HU1360  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU1360  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1360
 HU1360.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1360
 HU1360.Superseded values are not recommended for survey control.
 HU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1360.See file dsdata.txt to determine how the superseded data were derived.
 HU1360
 HU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9294088971(NAD 83)
 HU1360_MARKER: DS = TRIANGULATION STATION DISK
 HU1360_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 HU1359 ***********************************************************************
 HU1359  DESIGNATION -  GORDON RM 1
 HU1359  PID         -  HU1359
 HU1359  STATE/COUNTY-  DE/SUSSEX
 HU1359  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1359
 HU1359                         *CURRENT SURVEY CONTROL
 HU1359  ___________________________________________________________________
 HU1359* NAD 83(1991)-  38 44 57.03949(N)    075 04 54.10437(W)     ADJUSTED  
 HU1359* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1359  ___________________________________________________________________
 HU1359  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU1359  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1359
 HU1359.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1359.See file dsdata.txt to determine how the superseded data were derived.
 HU1359
 HU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9290188946(NAD 83)
 HU1359_MARKER: DR = REFERENCE MARK DISK
 HU1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1928 ***********************************************************************
 JU1928  DESIGNATION -  GP 3
 JU1928  PID         -  JU1928
 JU1928  STATE/COUNTY-  DE/NEW CASTLE
 JU1928  USGS QUAD   -  SAINT GEORGES (1993)
 JU1928
 JU1928                         *CURRENT SURVEY CONTROL
 JU1928  ___________________________________________________________________
 JU1928* NAD 83(1986)-  39 33 10.     (N)    075 42 04.     (W)     SCALED    
 JU1928* NAVD 88     -        19.983  (meters)      65.56   (feet)  ADJUSTED  
 JU1928  ___________________________________________________________________
 JU1928  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU1928  DYNAMIC HT  -          19.974 (meters)      65.53  (feet)  COMP
 JU1928  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 JU1928
 JU1928  VERT ORDER  -  FIRST     CLASS I
 JU1928
 JU1928.The horizontal coordinates were scaled from a topographic map and have
 JU1928.an estimated accuracy of +/- 6 seconds.
 JU1928
 JU1928.The orthometric height was determined by differential leveling
 JU1928.and adjusted in June 1991.
 JU1928
 JU1928.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1928
 JU1928  NGVD 29 (??/??/??)   20.223  (m)           66.35   (f) ADJUSTED    1 1
 JU1928
 JU1928.Superseded values are not recommended for survey control.
 JU1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1928.See file dsdata.txt to determine how the superseded data were derived.
 JU1928
 JU1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ397783(NAD 83)
 JU1928_MARKER: DD = SURVEY DISK
 JU1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1928_STAMPING: GP 3
 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       DOD
 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 = MARCH  2, 2009
 JU4134 ***********************************************************************
 JU4134  DESIGNATION -  GPS K 1
 JU4134  PID         -  JU4134
 JU4134  STATE/COUNTY-  DE/KENT
 JU4134  USGS QUAD   -  FREDERICA (1993)
 JU4134
 JU4134                         *CURRENT SURVEY CONTROL
 JU4134  ___________________________________________________________________
 JU4134* NAD 83(2007)-  39 06 47.85559(N)    075 27 58.55003(W)     ADJUSTED  
 JU4134* NAVD 88     -         5.727  (meters)      18.79   (feet)  ADJUSTED  
 JU4134  ___________________________________________________________________
 JU4134  EPOCH DATE  -        2002.00
 JU4134  X           -   1,243,552.695 (meters)                     COMP
 JU4134  Y           -  -4,796,808.171 (meters)                     COMP
 JU4134  Z           -   4,002,065.512 (meters)                     COMP
 JU4134  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JU4134  ELLIP HEIGHT-         -28.807 (meters)          (02/10/07) ADJUSTED
 JU4134  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU4134  DYNAMIC HT  -           5.724 (meters)      18.78  (feet)  COMP
 JU4134
 JU4134  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4134  Type    PID    Designation                      North   East  Ellip
 JU4134  -------------------------------------------------------------------
 JU4134  NETWORK JU4134 GPS K 1                           0.55   0.53   1.72
 JU4134  -------------------------------------------------------------------
 JU4134  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 JU4134
 JU4134  VERT ORDER  -  SECOND    CLASS II
 JU4134
 JU4134.The horizontal coordinates were established by GPS observations
 JU4134.and adjusted by the National Geodetic Survey in February 2007.
 JU4134
 JU4134.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4134.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4134.The horizontal coordinates are valid at the epoch date displayed above.
 JU4134.The epoch date for horizontal control is a decimal equivalence
 JU4134.of Year/Month/Day.
 JU4134
 JU4134.The orthometric height was determined by differential leveling
 JU4134.and adjusted in March 1994.
 JU4134
 JU4134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4134
 JU4134.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4134
 JU4134.The ellipsoidal height was determined by GPS observations
 JU4134.and is referenced to NAD 83.
 JU4134
 JU4134.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4134;SPC DE       -   123,583.943   195,710.452   MT  0.99999523   -0 01 52.6
 JU4134;SPC DE       -   405,458.32    642,093.37   sFT  0.99999523   -0 01 52.6
 JU4134;UTM  18      - 4,329,452.450   459,689.765   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|---------------------------------------------------------------------|
 JU4134| PID    Reference Object                     Distance      Geod. Az  |
 JU4134|                                                           dddmmss.s |
 JU4134| JU4135 GPS K 1 A                           383.063 METERS 12742     |
 JU4134|---------------------------------------------------------------------|
 JU4134
 JU4134                          SUPERSEDED SURVEY CONTROL
 JU4134
 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 (10/08/97)    5.73   (m)           18.8    (f) LEVELING    3  
 JU4134  NGVD 29 (10/23/91)    5.97   (m)           19.6    (f) LEVELING    3  
 JU4134
 JU4134.Superseded values are not recommended for survey control.
 JU4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4134.See file dsdata.txt to determine how the superseded data were derived.
 JU4134
 JU4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5969029452(NAD 83)
 JU4134_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4134_SP_SET: CONCRETE POST
 JU4134_STAMPING: GPS K-1 1990
 JU4134_MARK LOGO: DEDHT 
 JU4134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - September 04, 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  FREDERICA (1993)
 JU4135
 JU4135                         *CURRENT SURVEY CONTROL
 JU4135  ___________________________________________________________________
 JU4135* NAD 83(2007)-  39 06 40.25978(N)    075 27 45.93401(W)     ADJUSTED  
 JU4135* NAVD 88     -         4.158  (meters)      13.64   (feet)  ADJUSTED  
 JU4135  ___________________________________________________________________
 JU4135  EPOCH DATE  -        2002.00
 JU4135  X           -   1,243,882.847 (meters)                     COMP
 JU4135  Y           -  -4,796,873.867 (meters)                     COMP
 JU4135  Z           -   4,001,882.694 (meters)                     COMP
 JU4135  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU4135  ELLIP HEIGHT-         -30.500 (meters)          (02/10/07) ADJUSTED
 JU4135  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 JU4135  DYNAMIC HT  -           4.155 (meters)      13.63  (feet)  COMP
 JU4135
 JU4135  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4135  Type    PID    Designation                      North   East  Ellip
 JU4135  -------------------------------------------------------------------
 JU4135  NETWORK JU4135 GPS K 1 A                         0.25   0.20   0.71
 JU4135  -------------------------------------------------------------------
 JU4135  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 JU4135
 JU4135  VERT ORDER  -  SECOND    CLASS II
 JU4135
 JU4135.The horizontal coordinates were established by GPS observations
 JU4135.and adjusted by the National Geodetic Survey in February 2007.
 JU4135
 JU4135.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4135.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4135.The horizontal coordinates are valid at the epoch date displayed above.
 JU4135.The epoch date for horizontal control is a decimal equivalence
 JU4135.of Year/Month/Day.
 JU4135
 JU4135.The orthometric height was determined by differential leveling
 JU4135.and adjusted in March 1994.
 JU4135
 JU4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4135
 JU4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4135
 JU4135.The ellipsoidal height was determined by GPS observations
 JU4135.and is referenced to NAD 83.
 JU4135
 JU4135.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4135;SPC DE       -   123,349.543   196,013.424   MT  0.99999520   -0 01 44.7
 JU4135;SPC DE       -   404,689.29    643,087.38   sFT  0.99999520   -0 01 44.7
 JU4135;UTM  18      - 4,329,216.751   459,991.546   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|---------------------------------------------------------------------|
 JU4135| PID    Reference Object                     Distance      Geod. Az  |
 JU4135|                                                           dddmmss.s |
 JU4135| JU4134 GPS K 1                             383.063 METERS 30742     |
 JU4135|---------------------------------------------------------------------|
 JU4135
 JU4135                          SUPERSEDED SURVEY CONTROL
 JU4135
 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 (02/12/02)    4.16   (m)           13.6    (f) LEVELING    3  
 JU4135  NGVD 29 (10/23/91)    4.40   (m)           14.4    (f) LEVELING    3  
 JU4135
 JU4135.Superseded values are not recommended for survey control.
 JU4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4135.See file dsdata.txt to determine how the superseded data were derived.
 JU4135
 JU4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5999229217(NAD 83)
 JU4135_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4135_SP_SET: CONCRETE POST
 JU4135_STAMPING: GPS K-1A 1990
 JU4135_MARK LOGO: NGS   
 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 - June 25, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  HARRINGTON (1993)
 AJ8044
 AJ8044                         *CURRENT SURVEY CONTROL
 AJ8044  ___________________________________________________________________
 AJ8044* NAD 83(2007)-  38 55 55.58186(N)    075 33 57.74447(W)     ADJUSTED  
 AJ8044* NAVD 88     -        15.0    (meters)      49.     (feet)  GPS OBS   
 AJ8044  ___________________________________________________________________
 AJ8044  EPOCH DATE  -        2002.00
 AJ8044  X           -   1,238,356.084 (meters)                     COMP
 AJ8044  Y           -  -4,811,237.975 (meters)                     COMP
 AJ8044  Z           -   3,986,444.076 (meters)                     COMP
 AJ8044  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ8044  ELLIP HEIGHT-         -20.063 (meters)          (02/10/07) ADJUSTED
 AJ8044  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 AJ8044
 AJ8044  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8044  Type    PID    Designation                      North   East  Ellip
 AJ8044  -------------------------------------------------------------------
 AJ8044  NETWORK AJ8044 GPS K 100                         0.65   0.55   1.37
 AJ8044  -------------------------------------------------------------------
 AJ8044
 AJ8044.The horizontal coordinates were established by GPS observations
 AJ8044.and adjusted by the National Geodetic Survey in February 2007.
 AJ8044
 AJ8044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8044.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8044.The epoch date for horizontal control is a decimal equivalence
 AJ8044.of Year/Month/Day.
 AJ8044
 AJ8044.The orthometric height was determined by GPS observations and a
 AJ8044.high-resolution geoid model.
 AJ8044
 AJ8044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8044
 AJ8044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8044
 AJ8044.The ellipsoidal height was determined by GPS observations
 AJ8044.and is referenced to NAD 83.
 AJ8044
 AJ8044.The geoid height was determined by GEOID03.
 AJ8044
 AJ8044;                    North         East     Units Scale Factor Converg.
 AJ8044;SPC DE       -   103,478.825   187,048.019   MT  0.99999706   -0 05 37.9
 AJ8044;SPC DE       -   339,496.78    613,673.38   sFT  0.99999706   -0 05 37.9
 AJ8044;UTM  18      - 4,309,394.657   450,938.615   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                          SUPERSEDED SURVEY CONTROL
 AJ8044
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8044.See file dsdata.txt to determine how the superseded data were derived.
 AJ8044
 AJ8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5093909395(NAD 83)
 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 - August 27, 2003
 AJ8044
 AJ8044  HISTORY     - Date     Condition        Report By
 AJ8044  HISTORY     - 1994     MONUMENTED       DEDHT
 AJ8044  HISTORY     - 20030827 GOOD             DEWDAV
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  FREDERICA (1993)
 AJ8039
 AJ8039                         *CURRENT SURVEY CONTROL
 AJ8039  ___________________________________________________________________
 AJ8039* NAD 83(2007)-  39 06 23.20329(N)    075 27 17.63226(W)     ADJUSTED  
 AJ8039* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AJ8039  ___________________________________________________________________
 AJ8039  EPOCH DATE  -        2002.00
 AJ8039  X           -   1,244,624.864 (meters)                     COMP
 AJ8039  Y           -  -4,797,026.306 (meters)                     COMP
 AJ8039  Z           -   4,001,476.233 (meters)                     COMP
 AJ8039  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AJ8039  ELLIP HEIGHT-         -27.836 (meters)          (02/10/07) ADJUSTED
 AJ8039  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AJ8039
 AJ8039  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8039  Type    PID    Designation                      North   East  Ellip
 AJ8039  -------------------------------------------------------------------
 AJ8039  NETWORK AJ8039 GPS K1 RESET                      0.57   0.49   1.23
 AJ8039  -------------------------------------------------------------------
 AJ8039
 AJ8039.The horizontal coordinates were established by GPS observations
 AJ8039.and adjusted by the National Geodetic Survey in February 2007.
 AJ8039
 AJ8039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8039.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8039.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8039.The epoch date for horizontal control is a decimal equivalence
 AJ8039.of Year/Month/Day.
 AJ8039
 AJ8039.The orthometric height was determined by GPS observations and a
 AJ8039.high-resolution geoid model.
 AJ8039
 AJ8039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8039
 AJ8039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8039
 AJ8039.The ellipsoidal height was determined by GPS observations
 AJ8039.and is referenced to NAD 83.
 AJ8039
 AJ8039.The geoid height was determined by GEOID03.
 AJ8039
 AJ8039;                    North         East     Units Scale Factor Converg.
 AJ8039;SPC DE       -   122,823.238   196,693.155   MT  0.99999513   -0 01 26.8
 AJ8039;SPC DE       -   402,962.57    645,317.46   sFT  0.99999513   -0 01 26.8
 AJ8039;UTM  18      - 4,328,687.532   460,668.600   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                          SUPERSEDED SURVEY CONTROL
 AJ8039
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8039.See file dsdata.txt to determine how the superseded data were derived.
 AJ8039
 AJ8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6066928688(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  CLAYTON (1993)
 JU4136
 JU4136                         *CURRENT SURVEY CONTROL
 JU4136  ___________________________________________________________________
 JU4136* NAD 83(2007)-  39 20 43.38299(N)    075 38 18.26943(W)     ADJUSTED  
 JU4136* NAVD 88     -        15.740  (meters)      51.64   (feet)  ADJUSTED  
 JU4136  ___________________________________________________________________
 JU4136  EPOCH DATE  -        2002.00
 JU4136  X           -   1,225,095.313 (meters)                     COMP
 JU4136  Y           -  -4,784,744.650 (meters)                     COMP
 JU4136  Z           -   4,022,031.696 (meters)                     COMP
 JU4136  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JU4136  ELLIP HEIGHT-         -17.979 (meters)          (02/10/07) ADJUSTED
 JU4136  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU4136  DYNAMIC HT  -          15.732 (meters)      51.61  (feet)  COMP
 JU4136
 JU4136  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4136  Type    PID    Designation                      North   East  Ellip
 JU4136  -------------------------------------------------------------------
 JU4136  NETWORK JU4136 GPS NC 1                          0.45   0.33   1.25
 JU4136  -------------------------------------------------------------------
 JU4136  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 JU4136
 JU4136  VERT ORDER  -  SECOND    CLASS II
 JU4136
 JU4136.The horizontal coordinates were established by GPS observations
 JU4136.and adjusted by the National Geodetic Survey in February 2007.
 JU4136
 JU4136.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4136.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4136.The horizontal coordinates are valid at the epoch date displayed above.
 JU4136.The epoch date for horizontal control is a decimal equivalence
 JU4136.of Year/Month/Day.
 JU4136
 JU4136.The orthometric height was determined by differential leveling
 JU4136.and adjusted in March 1994.
 JU4136
 JU4136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4136
 JU4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4136
 JU4136.The ellipsoidal height was determined by GPS observations
 JU4136.and is referenced to NAD 83.
 JU4136
 JU4136.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4136;SPC DE       -   149,372.798   180,885.153   MT  0.99999950   -0 08 26.1
 JU4136;SPC DE       -   490,067.25    593,454.04   sFT  0.99999950   -0 08 26.1
 JU4136;UTM  18      - 4,355,299.683   444,988.655   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 37.4
 JU4136:UTM  18      -  GPS NC 1 A                               333 16 28.4
 JU4136
 JU4136|---------------------------------------------------------------------|
 JU4136| PID    Reference Object                     Distance      Geod. Az  |
 JU4136|                                                           dddmmss.s |
 JU4136| JU4137 GPS NC 1 A                          404.008 METERS 3325211.3 |
 JU4136|---------------------------------------------------------------------|
 JU4136
 JU4136                          SUPERSEDED SURVEY CONTROL
 JU4136
 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 (06/30/05)   15.74   (m)           51.6    (f) LEVELING    3  
 JU4136  NGVD 29 (10/23/91)   15.99   (m)           52.5    (f) LEVELING    3  
 JU4136
 JU4136.Superseded values are not recommended for survey control.
 JU4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4136.See file dsdata.txt to determine how the superseded data were derived.
 JU4136
 JU4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4498955300(NAD 83)
 JU4136_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4136_SP_SET: CONCRETE POST
 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 - October 07, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  CLAYTON (1993)
 JU4137
 JU4137                         *CURRENT SURVEY CONTROL
 JU4137  ___________________________________________________________________
 JU4137* NAD 83(2007)-  39 20 55.04187(N)    075 38 25.96365(W)     NO CHECK  
 JU4137* NAVD 88     -        12.529  (meters)      41.11   (feet)  ADJUSTED  
 JU4137  ___________________________________________________________________
 JU4137  EPOCH DATE  -        2002.00
 JU4137  X           -   1,224,859.681 (meters)                     COMP
 JU4137  Y           -  -4,784,567.117 (meters)                     COMP
 JU4137  Z           -   4,022,307.724 (meters)                     COMP
 JU4137  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JU4137  ELLIP HEIGHT-         -21.167 (meters)          (02/10/07) NO CHECK
 JU4137  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU4137  DYNAMIC HT  -          12.523 (meters)      41.09  (feet)  COMP
 JU4137
 JU4137  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4137  Type    PID    Designation                      North   East  Ellip
 JU4137  -------------------------------------------------------------------
 JU4137  NETWORK JU4137 GPS NC 1 A                        1.33   1.12   4.96
 JU4137  -------------------------------------------------------------------
 JU4137  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 JU4137
 JU4137  VERT ORDER  -  SECOND    CLASS II
 JU4137
 JU4137.The horizontal coordinates were established by GPS observations
 JU4137.and adjusted by the National Geodetic Survey in February 2007.
 JU4137
 JU4137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4137.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4137.No horizontal observational check was made to the station.
 JU4137.The horizontal coordinates are valid at the epoch date displayed above.
 JU4137.The epoch date for horizontal control is a decimal equivalence
 JU4137.of Year/Month/Day.
 JU4137
 JU4137.The orthometric height was determined by differential leveling
 JU4137.and adjusted in March 1994.
 JU4137
 JU4137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4137
 JU4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4137
 JU4137.The ellipsoidal height was determined by GPS observations
 JU4137.and is referenced to NAD 83.
 JU4137
 JU4137.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4137;SPC DE       -   149,732.804   180,701.802   MT  0.99999958   -0 08 31.0
 JU4137;SPC DE       -   491,248.37    592,852.50   sFT  0.99999958   -0 08 31.0
 JU4137;UTM  18      - 4,355,660.400   444,807.032   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 37.4
 JU4137:UTM  18      -  GPS NC 1                                 153 16 28.5
 JU4137
 JU4137|---------------------------------------------------------------------|
 JU4137| PID    Reference Object                     Distance      Geod. Az  |
 JU4137|                                                           dddmmss.s |
 JU4137| JU4136 GPS NC 1                            404.008 METERS 1525206.4 |
 JU4137|---------------------------------------------------------------------|
 JU4137
 JU4137                          SUPERSEDED SURVEY CONTROL
 JU4137
 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 (10/23/91)   12.78   (m)           41.9    (f) LEVELING    3  
 JU4137
 JU4137.Superseded values are not recommended for survey control.
 JU4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4137.See file dsdata.txt to determine how the superseded data were derived.
 JU4137
 JU4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4480755660(NAD 83)
 JU4137_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4137_SP_SET: CONCRETE POST
 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 - June 23, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4138 ***********************************************************************
 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  USGS QUAD   -  NEWARK EAST (1993)
 JU4138
 JU4138                         *CURRENT SURVEY CONTROL
 JU4138  ___________________________________________________________________
 JU4138* NAD 83(2007)-  39 38 05.26379(N)    075 39 12.21686(W)     ADJUSTED  
 JU4138* NAVD 88     -        28.507  (meters)      93.53   (feet)  ADJUSTED  
 JU4138  ___________________________________________________________________
 JU4138  EPOCH DATE  -        2002.00
 JU4138  X           -   1,218,783.118 (meters)                     COMP
 JU4138  Y           -  -4,765,278.133 (meters)                     COMP
 JU4138  Z           -   4,046,837.398 (meters)                     COMP
 JU4138  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU4138  ELLIP HEIGHT-          -4.593 (meters)          (02/10/07) ADJUSTED
 JU4138  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU4138  DYNAMIC HT  -          28.494 (meters)      93.48  (feet)  COMP
 JU4138
 JU4138  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4138  Type    PID    Designation                      North   East  Ellip
 JU4138  -------------------------------------------------------------------
 JU4138  NETWORK JU4138 GPS NC 2                          1.33   1.23   3.67
 JU4138  -------------------------------------------------------------------
 JU4138  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 JU4138
 JU4138  VERT ORDER  -  SECOND    CLASS II
 JU4138
 JU4138.The horizontal coordinates were established by GPS observations
 JU4138.and adjusted by the National Geodetic Survey in February 2007.
 JU4138
 JU4138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4138.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4138.The horizontal coordinates are valid at the epoch date displayed above.
 JU4138.The epoch date for horizontal control is a decimal equivalence
 JU4138.of Year/Month/Day.
 JU4138
 JU4138.The orthometric height was determined by differential leveling
 JU4138.and adjusted in March 1994.
 JU4138
 JU4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4138
 JU4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4138
 JU4138.The ellipsoidal height was determined by GPS observations
 JU4138.and is referenced to NAD 83.
 JU4138
 JU4138.The geoid height was determined by GEOID03.
 JU4138
 JU4138.The dynamic height is computed by dividing the NAVD 88
 JU4138.geopotential number by the normal gravity value computed on the
 JU4138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4138.degrees latitude (g = 980.6199 gals.).
 JU4138
 JU4138.The modeled gravity was interpolated from observed gravity values.
 JU4138
 JU4138;                    North         East     Units Scale Factor Converg.
 JU4138;SPC DE       -   181,507.817   179,677.787   MT  1.00000008   -0 09 03.6
 JU4138;SPC DE       -   595,496.90    589,492.87   sFT  1.00000008   -0 09 03.6
 JU4138;UTM  18      - 4,387,428.314   443,930.306   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|---------------------------------------------------------------------|
 JU4138| PID    Reference Object                     Distance      Geod. Az  |
 JU4138|                                                           dddmmss.s |
 JU4138| JU4139 GPS NC 2 A                          322.348 METERS 00420     |
 JU4138|---------------------------------------------------------------------|
 JU4138
 JU4138                          SUPERSEDED SURVEY CONTROL
 JU4138
 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 (02/12/02)   28.51   (m)           93.5    (f) LEVELING    3  
 JU4138  NGVD 29 (10/23/91)   28.76   (m)           94.4    (f) LEVELING    3  
 JU4138
 JU4138.Superseded values are not recommended for survey control.
 JU4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4138.See file dsdata.txt to determine how the superseded data were derived.
 JU4138
 JU4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4393087428(NAD 83)
 JU4138_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4138_SP_SET: SQUARE CONCRETE MONUMENT
 JU4138_STAMPING: GPS NC-2 1990
 JU4138_MARK LOGO: NGS   
 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 - October 07, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  NEWARK EAST (1993)
 JU4139
 JU4139                         *CURRENT SURVEY CONTROL
 JU4139  ___________________________________________________________________
 JU4139* NAD 83(2007)-  39 38 15.68584(N)    075 39 11.19568(W)     NO CHECK  
 JU4139* NAVD 88     -        30.266  (meters)      99.30   (feet)  ADJUSTED  
 JU4139  ___________________________________________________________________
 JU4139  EPOCH DATE  -        2002.00
 JU4139  X           -   1,218,756.250 (meters)                     COMP
 JU4139  Y           -  -4,765,074.811 (meters)                     COMP
 JU4139  Z           -   4,047,086.094 (meters)                     COMP
 JU4139  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU4139  ELLIP HEIGHT-          -2.771 (meters)          (02/10/07) NO CHECK
 JU4139  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU4139  DYNAMIC HT  -          30.251 (meters)      99.25  (feet)  COMP
 JU4139
 JU4139  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4139  Type    PID    Designation                      North   East  Ellip
 JU4139  -------------------------------------------------------------------
 JU4139  NETWORK JU4139 GPS NC 2 A                        3.80   4.29  15.07
 JU4139  -------------------------------------------------------------------
 JU4139  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 JU4139
 JU4139  VERT ORDER  -  SECOND    CLASS II
 JU4139
 JU4139.The horizontal coordinates were established by GPS observations
 JU4139.and adjusted by the National Geodetic Survey in February 2007.
 JU4139
 JU4139.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4139.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4139.No horizontal observational check was made to the station.
 JU4139.The horizontal coordinates are valid at the epoch date displayed above.
 JU4139.The epoch date for horizontal control is a decimal equivalence
 JU4139.of Year/Month/Day.
 JU4139
 JU4139.The orthometric height was determined by differential leveling
 JU4139.and adjusted in March 1994.
 JU4139
 JU4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4139
 JU4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4139
 JU4139.The ellipsoidal height was determined by GPS observations
 JU4139.and is referenced to NAD 83.
 JU4139
 JU4139.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4139;SPC DE       -   181,829.178   179,702.985   MT  1.00000007   -0 09 03.0
 JU4139;SPC DE       -   596,551.23    589,575.54   sFT  1.00000007   -0 09 03.0
 JU4139;UTM  18      - 4,387,749.438   443,956.984   MT  0.99963867   -0 24 59.9
 JU4139
 JU4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4139!SPC DE       -   1.00000043  x   1.00000007  =   1.00000050
 JU4139!UTM  18      -   1.00000043  x   0.99963867  =   0.99963910
 JU4139
 JU4139|---------------------------------------------------------------------|
 JU4139| PID    Reference Object                     Distance      Geod. Az  |
 JU4139|                                                           dddmmss.s |
 JU4139| JU4138 GPS NC 2                            322.348 METERS 18420     |
 JU4139|---------------------------------------------------------------------|
 JU4139
 JU4139                          SUPERSEDED SURVEY CONTROL
 JU4139
 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 (10/23/91)   30.52   (m)          100.1    (f) LEVELING    3  
 JU4139
 JU4139.Superseded values are not recommended for survey control.
 JU4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4139.See file dsdata.txt to determine how the superseded data were derived.
 JU4139
 JU4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4395787749(NAD 83)
 JU4139_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4139_SP_SET: CONCRETE POST
 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 - February 05, 2009
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  NEWARK EAST (1993)
 JU4140
 JU4140                         *CURRENT SURVEY CONTROL
 JU4140  ___________________________________________________________________
 JU4140* NAD 83(2007)-  39 44 43.82760(N)    075 42 56.24514(W)     ADJUSTED  
 JU4140* NAVD 88     -        54.014  (meters)     177.21   (feet)  ADJUSTED  
 JU4140  ___________________________________________________________________
 JU4140  EPOCH DATE  -        2002.00
 JU4140  X           -   1,211,674.683 (meters)                     COMP
 JU4140  Y           -  -4,759,010.671 (meters)                     COMP
 JU4140  Z           -   4,056,312.801 (meters)                     COMP
 JU4140  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 JU4140  ELLIP HEIGHT-          21.100 (meters)          (02/10/07) ADJUSTED
 JU4140  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU4140  DYNAMIC HT  -          53.988 (meters)     177.13  (feet)  COMP
 JU4140
 JU4140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4140  Type    PID    Designation                      North   East  Ellip
 JU4140  -------------------------------------------------------------------
 JU4140  NETWORK JU4140 GPS NC 3                          1.45   1.45   3.82
 JU4140  -------------------------------------------------------------------
 JU4140  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 JU4140
 JU4140  VERT ORDER  -  SECOND    CLASS II
 JU4140
 JU4140.The horizontal coordinates were established by GPS observations
 JU4140.and adjusted by the National Geodetic Survey in February 2007.
 JU4140
 JU4140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4140.The horizontal coordinates are valid at the epoch date displayed above.
 JU4140.The epoch date for horizontal control is a decimal equivalence
 JU4140.of Year/Month/Day.
 JU4140
 JU4140.The orthometric height was determined by differential leveling
 JU4140.and adjusted in March 1994.
 JU4140
 JU4140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4140
 JU4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4140
 JU4140.The ellipsoidal height was determined by GPS observations
 JU4140.and is referenced to NAD 83.
 JU4140
 JU4140.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4140;SPC DE       -   193,815.944   174,376.497   MT  1.00000308   -0 11 28.1
 JU4140;SPC DE       -   635,877.81    572,100.22   sFT  1.00000308   -0 11 28.1
 JU4140;SPC PA S     -    47,774.336   774,357.070   MT  1.00003468   +1 19 11.6
 JU4140;SPC PA S     -   156,739.63  2,540,536.49   sFT  1.00003468   +1 19 11.6
 JU4140;SPC MD       -   231,548.402   510,087.459   MT  1.00006507   +0 48 22.0
 JU4140;SPC MD       -   759,671.72  1,673,511.94   sFT  1.00006507   +0 48 22.0
 JU4140;UTM  18      - 4,399,756.501   438,688.120   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 PA S     -   0.99999669  x   1.00003468  =   1.00003137
 JU4140!SPC MD       -   0.99999669  x   1.00006507  =   1.00006176
 JU4140!UTM  18      -   0.99999669  x   0.99964628  =   0.99964297
 JU4140
 JU4140|---------------------------------------------------------------------|
 JU4140| PID    Reference Object                     Distance      Geod. Az  |
 JU4140|                                                           dddmmss.s |
 JU4140| JU4141 GPS NC 3 A                          332.519 METERS 04415     |
 JU4140|---------------------------------------------------------------------|
 JU4140
 JU4140                          SUPERSEDED SURVEY CONTROL
 JU4140
 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 (10/23/91)   54.36   (m)          178.3    (f) LEVELING    3  
 JU4140
 JU4140.Superseded values are not recommended for survey control.
 JU4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4140.See file dsdata.txt to determine how the superseded data were derived.
 JU4140
 JU4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3868899757(NAD 83)
 JU4140_MARKER: DS = TRIANGULATION STATION DISK
 JU4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4140_SP_SET: SQUARE CONCRETE MONUMENT
 JU4140_STAMPING: GPS NC-3 1990
 JU4140_MARK LOGO: NGS   
 JU4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4140+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  NEWARK EAST (1993)
 JU4141
 JU4141                         *CURRENT SURVEY CONTROL
 JU4141  ___________________________________________________________________
 JU4141* NAD 83(2007)-  39 44 51.54985(N)    075 42 46.49857(W)     NO CHECK  
 JU4141* NAVD 88     -        60.185  (meters)     197.46   (feet)  ADJUSTED  
 JU4141  ___________________________________________________________________
 JU4141  EPOCH DATE  -        2002.00
 JU4141  X           -   1,211,863.147 (meters)                     COMP
 JU4141  Y           -  -4,758,810.429 (meters)                     COMP
 JU4141  Z           -   4,056,499.863 (meters)                     COMP
 JU4141  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 JU4141  ELLIP HEIGHT-          27.262 (meters)          (02/10/07) NO CHECK
 JU4141  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU4141  DYNAMIC HT  -          60.156 (meters)     197.36  (feet)  COMP
 JU4141
 JU4141  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4141  Type    PID    Designation                      North   East  Ellip
 JU4141  -------------------------------------------------------------------
 JU4141  NETWORK JU4141 GPS NC 3 A                        2.04   1.92   6.78
 JU4141  -------------------------------------------------------------------
 JU4141  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 JU4141
 JU4141  VERT ORDER  -  SECOND    CLASS II
 JU4141
 JU4141.The horizontal coordinates were established by GPS observations
 JU4141.and adjusted by the National Geodetic Survey in February 2007.
 JU4141
 JU4141.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4141.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4141.No horizontal observational check was made to the station.
 JU4141.The horizontal coordinates are valid at the epoch date displayed above.
 JU4141.The epoch date for horizontal control is a decimal equivalence
 JU4141.of Year/Month/Day.
 JU4141
 JU4141.The orthometric height was determined by differential leveling
 JU4141.and adjusted in March 1994.
 JU4141
 JU4141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4141
 JU4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4141
 JU4141.The ellipsoidal height was determined by GPS observations
 JU4141.and is referenced to NAD 83.
 JU4141
 JU4141.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU4141;SPC DE       -   194,053.339   174,609.333   MT  1.00000293   -0 11 21.9
 JU4141;SPC DE       -   636,656.66    572,864.12   sFT  1.00000293   -0 11 21.9
 JU4141;SPC PA S     -    48,017.797   774,583.572   MT  1.00003422   +1 19 17.9
 JU4141;SPC PA S     -   157,538.39  2,541,279.60   sFT  1.00003422   +1 19 17.9
 JU4141;SPC MD       -   231,789.829   510,316.142   MT  1.00006564   +0 48 28.1
 JU4141;SPC MD       -   760,463.80  1,674,262.21   sFT  1.00006564   +0 48 28.1
 JU4141;UTM  18      - 4,399,992.727   438,921.974   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 PA S     -   0.99999572  x   1.00003422  =   1.00002994
 JU4141!SPC MD       -   0.99999572  x   1.00006564  =   1.00006136
 JU4141!UTM  18      -   0.99999572  x   0.99964593  =   0.99964165
 JU4141
 JU4141|---------------------------------------------------------------------|
 JU4141| PID    Reference Object                     Distance      Geod. Az  |
 JU4141|                                                           dddmmss.s |
 JU4141| JU4140 GPS NC 3                            332.519 METERS 22415     |
 JU4141|---------------------------------------------------------------------|
 JU4141
 JU4141                          SUPERSEDED SURVEY CONTROL
 JU4141
 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 (10/23/91)   60.53   (m)          198.6    (f) LEVELING    3  
 JU4141
 JU4141.Superseded values are not recommended for survey control.
 JU4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4141.See file dsdata.txt to determine how the superseded data were derived.
 JU4141
 JU4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3892299993(NAD 83)
 JU4141_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4141_SP_SET: CONCRETE POST
 JU4141_STAMPING: GPS NC 3A 1990
 JU4141_MARK LOGO: NGS   
 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 - October 01, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  SAINT GEORGES (1993)
 AJ8040
 AJ8040                         *CURRENT SURVEY CONTROL
 AJ8040  ___________________________________________________________________
 AJ8040* NAD 83(2007)-  39 30 01.55032(N)    075 38 40.82768(W)     ADJUSTED  
 AJ8040* NAVD 88     -        20.6    (meters)      68.     (feet)  GPS OBS   
 AJ8040  ___________________________________________________________________
 AJ8040  EPOCH DATE  -        2002.00
 AJ8040  X           -   1,221,862.723 (meters)                     COMP
 AJ8040  Y           -  -4,774,292.331 (meters)                     COMP
 AJ8040  Z           -   4,035,332.234 (meters)                     COMP
 AJ8040  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ8040  ELLIP HEIGHT-         -12.858 (meters)          (02/10/07) ADJUSTED
 AJ8040  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AJ8040
 AJ8040  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8040  Type    PID    Designation                      North   East  Ellip
 AJ8040  -------------------------------------------------------------------
 AJ8040  NETWORK AJ8040 GPS NC 4                          0.78   0.73   1.72
 AJ8040  -------------------------------------------------------------------
 AJ8040
 AJ8040.The horizontal coordinates were established by GPS observations
 AJ8040.and adjusted by the National Geodetic Survey in February 2007.
 AJ8040
 AJ8040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8040.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8040.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8040.The epoch date for horizontal control is a decimal equivalence
 AJ8040.of Year/Month/Day.
 AJ8040
 AJ8040.The orthometric height was determined by GPS observations and a
 AJ8040.high-resolution geoid model.
 AJ8040
 AJ8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8040
 AJ8040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8040
 AJ8040.The ellipsoidal height was determined by GPS observations
 AJ8040.and is referenced to NAD 83.
 AJ8040
 AJ8040.The geoid height was determined by GEOID03.
 AJ8040
 AJ8040;                    North         East     Units Scale Factor Converg.
 AJ8040;SPC DE       -   166,587.895   180,388.488   MT  0.99999973   -0 08 42.1
 AJ8040;SPC DE       -   546,547.12    591,824.56   sFT  0.99999973   -0 08 42.1
 AJ8040;UTM  18      - 4,372,510.657   444,571.651   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                          SUPERSEDED SURVEY CONTROL
 AJ8040
 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
 AJ8040.Superseded values are not recommended for survey control.
 AJ8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8040.See file dsdata.txt to determine how the superseded data were derived.
 AJ8040
 AJ8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4457272511(NAD 83)
 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 - October 07, 2005
 AJ8040
 AJ8040  HISTORY     - Date     Condition        Report By
 AJ8040  HISTORY     - 2000     MONUMENTED       DEDHT
 AJ8040  HISTORY     - 20050817 GOOD             GEOCAC
 AJ8040  HISTORY     - 20051007 GOOD             JMTMD
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ8041 ***********************************************************************
 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  USGS QUAD   -  WILMINGTON NORTH (1993)
 AJ8041
 AJ8041                         *CURRENT SURVEY CONTROL
 AJ8041  ___________________________________________________________________
 AJ8041* NAD 83(2007)-  39 48 15.81966(N)    075 34 50.74824(W)     ADJUSTED  
 AJ8041* NAVD 88     -        80.1    (meters)     263.     (feet)  GPS OBS   
 AJ8041  ___________________________________________________________________
 AJ8041  EPOCH DATE  -        2002.00
 AJ8041  X           -   1,221,836.228 (meters)                     COMP
 AJ8041  Y           -  -4,752,113.695 (meters)                     COMP
 AJ8041  Z           -   4,061,354.544 (meters)                     COMP
 AJ8041  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AJ8041  ELLIP HEIGHT-          47.189 (meters)          (02/10/07) ADJUSTED
 AJ8041  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AJ8041
 AJ8041  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8041  Type    PID    Designation                      North   East  Ellip
 AJ8041  -------------------------------------------------------------------
 AJ8041  NETWORK AJ8041 GPS NC 5                          0.55   0.45   1.18
 AJ8041  -------------------------------------------------------------------
 AJ8041
 AJ8041.The horizontal coordinates were established by GPS observations
 AJ8041.and adjusted by the National Geodetic Survey in February 2007.
 AJ8041
 AJ8041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8041.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8041.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8041.The epoch date for horizontal control is a decimal equivalence
 AJ8041.of Year/Month/Day.
 AJ8041
 AJ8041.The orthometric height was determined by GPS observations and a
 AJ8041.high-resolution geoid model.
 AJ8041
 AJ8041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8041
 AJ8041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8041
 AJ8041.The ellipsoidal height was determined by GPS observations
 AJ8041.and is referenced to NAD 83.
 AJ8041
 AJ8041.The geoid height was determined by GEOID03.
 AJ8041
 AJ8041;                    North         East     Units Scale Factor Converg.
 AJ8041;SPC DE       -   200,324.258   185,947.312   MT  0.99999743   -0 06 18.2
 AJ8041;SPC DE       -   657,230.50    610,062.14   sFT  0.99999743   -0 06 18.2
 AJ8041;UTM  18      - 4,406,208.573   450,284.893   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                          SUPERSEDED SURVEY CONTROL
 AJ8041
 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
 AJ8041.Superseded values are not recommended for survey control.
 AJ8041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8041.See file dsdata.txt to determine how the superseded data were derived.
 AJ8041
 AJ8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5028506209(NAD 83)
 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 NOT SUITABLE FOR
 AJ8041+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 AJ8041
 AJ8041  HISTORY     - Date     Condition        Report By
 AJ8041  HISTORY     - 2000     MONUMENTED       DEDHT
 AJ8041  HISTORY     - 20040114 GOOD             URS
 AJ8041  HISTORY     - 20060418 GOOD             INDIV
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  FRANKFORD (1991)
 HU2670
 HU2670                         *CURRENT SURVEY CONTROL
 HU2670  ___________________________________________________________________
 HU2670* NAD 83(2007)-  38 32 54.17608(N)    075 08 53.98194(W)     ADJUSTED  
 HU2670* NAVD 88     -         7.813  (meters)      25.63   (feet)  ADJUSTED  
 HU2670  ___________________________________________________________________
 HU2670  EPOCH DATE  -        2002.00
 HU2670  X           -   1,280,230.002 (meters)                     COMP
 HU2670  Y           -  -4,827,842.481 (meters)                     COMP
 HU2670  Z           -   3,953,213.782 (meters)                     COMP
 HU2670  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU2670  ELLIP HEIGHT-         -27.898 (meters)          (02/10/07) ADJUSTED
 HU2670  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU2670  DYNAMIC HT  -           7.808 (meters)      25.62  (feet)  COMP
 HU2670
 HU2670  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2670  Type    PID    Designation                      North   East  Ellip
 HU2670  -------------------------------------------------------------------
 HU2670  NETWORK HU2670 GPS S 1                           3.49   3.33  13.94
 HU2670  -------------------------------------------------------------------
 HU2670  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 HU2670
 HU2670  VERT ORDER  -  SECOND    CLASS II
 HU2670
 HU2670.The horizontal coordinates were established by GPS observations
 HU2670.and adjusted by the National Geodetic Survey in February 2007.
 HU2670
 HU2670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2670.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2670.The horizontal coordinates are valid at the epoch date displayed above.
 HU2670.The epoch date for horizontal control is a decimal equivalence
 HU2670.of Year/Month/Day.
 HU2670
 HU2670.The orthometric height was determined by differential leveling
 HU2670.and adjusted in March 1994.
 HU2670
 HU2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2670
 HU2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2670
 HU2670.The ellipsoidal height was determined by GPS observations
 HU2670.and is referenced to NAD 83.
 HU2670
 HU2670.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2670;SPC DE       -    60,905.178   223,392.132   MT  1.00000174   +0 10 02.0
 HU2670;SPC DE       -   199,819.74    732,912.35   sFT  1.00000174   +0 10 02.0
 HU2670;UTM  18      - 4,266,672.444   487,074.739   MT  0.99960206   -0 05 32.8
 HU2670
 HU2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2670!SPC DE       -   1.00000438  x   1.00000174  =   1.00000612
 HU2670!UTM  18      -   1.00000438  x   0.99960206  =   0.99960644
 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 (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 (08/09/06)    7.81   (m)           25.6    (f) LEVELING    3  
 HU2670  NGVD 29 (10/23/91)    8.05   (m)           26.4    (f) LEVELING    3  
 HU2670
 HU2670.Superseded values are not recommended for survey control.
 HU2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2670.See file dsdata.txt to determine how the superseded data were derived.
 HU2670
 HU2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8707566672(NAD 83)
 HU2670_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2670_SP_SET: CONCRETE POST
 HU2670_STAMPING: GPS S-1 1990
 HU2670_MARK LOGO: NGS   
 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 - February 26, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  FRANKFORD (1991)
 HU2671
 HU2671                         *CURRENT SURVEY CONTROL
 HU2671  ___________________________________________________________________
 HU2671* NAD 83(2007)-  38 32 52.38564(N)    075 09 03.23424(W)     ADJUSTED  
 HU2671* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 HU2671  ___________________________________________________________________
 HU2671  EPOCH DATE  -        2002.00
 HU2671  X           -   1,280,021.742 (meters)                     COMP
 HU2671  Y           -  -4,827,931.213 (meters)                     COMP
 HU2671  Z           -   3,953,169.001 (meters)                     COMP
 HU2671  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU2671  ELLIP HEIGHT-         -30.470 (meters)          (02/10/07) ADJUSTED
 HU2671  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU2671  DYNAMIC HT  -           5.229 (meters)      17.16  (feet)  COMP
 HU2671
 HU2671  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2671  Type    PID    Designation                      North   East  Ellip
 HU2671  -------------------------------------------------------------------
 HU2671  NETWORK HU2671 GPS S 1 A                         3.82   3.61  15.03
 HU2671  -------------------------------------------------------------------
 HU2671  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 HU2671
 HU2671  VERT ORDER  -  SECOND    CLASS II
 HU2671
 HU2671.The horizontal coordinates were established by GPS observations
 HU2671.and adjusted by the National Geodetic Survey in February 2007.
 HU2671
 HU2671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2671.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2671.The horizontal coordinates are valid at the epoch date displayed above.
 HU2671.The epoch date for horizontal control is a decimal equivalence
 HU2671.of Year/Month/Day.
 HU2671
 HU2671.The orthometric height was determined by differential leveling
 HU2671.and adjusted in March 1994.
 HU2671
 HU2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2671
 HU2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2671
 HU2671.The ellipsoidal height was determined by GPS observations
 HU2671.and is referenced to NAD 83.
 HU2671
 HU2671.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2671;SPC DE       -    60,849.319   223,168.247   MT  1.00000161   +0 09 56.2
 HU2671;SPC DE       -   199,636.47    732,177.82   sFT  1.00000161   +0 09 56.2
 HU2671;UTM  18      - 4,266,617.622   486,850.693   MT  0.99960213   -0 05 38.5
 HU2671
 HU2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2671!SPC DE       -   1.00000478  x   1.00000161  =   1.00000639
 HU2671!UTM  18      -   1.00000478  x   0.99960213  =   0.99960691
 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  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 (10/23/91)    5.47   (m)           17.9    (f) LEVELING    3  
 HU2671
 HU2671.Superseded values are not recommended for survey control.
 HU2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2671.See file dsdata.txt to determine how the superseded data were derived.
 HU2671
 HU2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8685166618(NAD 83)
 HU2671_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2671_SP_SET: CONCRETE POST
 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 SUITABLE FOR
 HU2671+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 HU2671
 HU2671  HISTORY     - Date     Condition        Report By
 HU2671  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2671  HISTORY     - 19910109 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0955 ***********************************************************************
 DI0955  DESIGNATION -  GPS S 10
 DI0955  PID         -  DI0955
 DI0955  STATE/COUNTY-  DE/SUSSEX
 DI0955  USGS QUAD   -  SELBYVILLE (1992)
 DI0955
 DI0955                         *CURRENT SURVEY CONTROL
 DI0955  ___________________________________________________________________
 DI0955* NAD 83(1991)-  38 27 50.93481(N)    075 09 56.36538(W)     ADJUSTED  
 DI0955* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 DI0955  ___________________________________________________________________
 DI0955  X           -   1,280,259.931 (meters)                     COMP
 DI0955  Y           -  -4,833,855.741 (meters)                     COMP
 DI0955  Z           -   3,945,895.684 (meters)                     COMP
 DI0955  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DI0955  ELLIP HEIGHT-         -29.550 (meters)          (08/09/06) ADJUSTED
 DI0955  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DI0955  HORZ ORDER  -  B
 DI0955  ELLP ORDER  -  FOURTH    CLASS II
 DI0955
 DI0955.The horizontal coordinates were established by GPS observations
 DI0955.and adjusted by the National Geodetic Survey in August 2006.
 DI0955
 DI0955.The orthometric height was determined by GPS observations and a
 DI0955.high-resolution geoid model.
 DI0955
 DI0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0955
 DI0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0955
 DI0955.The ellipsoidal height was determined by GPS observations
 DI0955.and is referenced to NAD 83.
 DI0955
 DI0955.The geoid height was determined by GEOID03.
 DI0955
 DI0955;                    North         East     Units Scale Factor Converg.
 DI0955;SPC DE       -    51,550.487   221,907.019   MT  1.00000091   +0 09 22.1
 DI0955;SPC DE       -   169,128.56    728,039.94   sFT  1.00000091   +0 09 22.1
 DI0955;UTM  18      - 4,257,328.303   485,547.896   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  =   0.99960720
 DI0955
 DI0955                          SUPERSEDED SURVEY CONTROL
 DI0955
 DI0955.No superseded survey control is available for this station.
 DI0955
 DI0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8554857328(NAD 83)
 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 - November 01, 2004
 DI0955
 DI0955  HISTORY     - Date     Condition        Report By
 DI0955  HISTORY     - 20041101 MONUMENTED       DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0956 ***********************************************************************
 DI0956  DESIGNATION -  GPS S 11
 DI0956  PID         -  DI0956
 DI0956  STATE/COUNTY-  DE/SUSSEX
 DI0956  USGS QUAD   -  FAIRMOUNT (1991)
 DI0956
 DI0956                         *CURRENT SURVEY CONTROL
 DI0956  ___________________________________________________________________
 DI0956* NAD 83(1991)-  38 39 03.25297(N)    075 12 57.41396(W)     ADJUSTED  
 DI0956* NAVD 88     -         8.7    (meters)      29.     (feet)  GPS OBS   
 DI0956  ___________________________________________________________________
 DI0956  X           -   1,272,719.744 (meters)                     COMP
 DI0956  Y           -  -4,822,485.714 (meters)                     COMP
 DI0956  Z           -   3,962,108.605 (meters)                     COMP
 DI0956  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DI0956  ELLIP HEIGHT-         -26.957 (meters)          (08/09/06) ADJUSTED
 DI0956  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DI0956  HORZ ORDER  -  B
 DI0956  ELLP ORDER  -  FOURTH    CLASS II
 DI0956
 DI0956.The horizontal coordinates were established by GPS observations
 DI0956.and adjusted by the National Geodetic Survey in August 2006.
 DI0956
 DI0956.The orthometric height was determined by GPS observations and a
 DI0956.high-resolution geoid model.
 DI0956
 DI0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0956
 DI0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0956
 DI0956.The ellipsoidal height was determined by GPS observations
 DI0956.and is referenced to NAD 83.
 DI0956
 DI0956.The geoid height was determined by GEOID03.
 DI0956
 DI0956;                    North         East     Units Scale Factor Converg.
 DI0956;SPC DE       -    72,270.777   217,472.545   MT  0.99999876   +0 07 31.3
 DI0956;SPC DE       -   237,108.37    713,491.17   sFT  0.99999876   +0 07 31.3
 DI0956;UTM  18      - 4,278,060.259   481,209.108   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                          SUPERSEDED SURVEY CONTROL
 DI0956
 DI0956.No superseded survey control is available for this station.
 DI0956
 DI0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8120978060(NAD 83)
 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 - October 11, 2004
 DI0956
 DI0956  HISTORY     - Date     Condition        Report By
 DI0956  HISTORY     - 20041011 MONUMENTED       DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0957 ***********************************************************************
 DI0957  DESIGNATION -  GPS S 12
 DI0957  PID         -  DI0957
 DI0957  STATE/COUNTY-  DE/SUSSEX
 DI0957  USGS QUAD   -  REHOBOTH BEACH (1991)
 DI0957
 DI0957                         *CURRENT SURVEY CONTROL
 DI0957  ___________________________________________________________________
 DI0957* NAD 83(1991)-  38 37 31.33638(N)    075 06 02.79776(W)     ADJUSTED  
 DI0957* NAVD 88     -         1.0    (meters)       3.     (feet)  GPS OBS   
 DI0957  ___________________________________________________________________
 DI0957  X           -   1,282,864.402 (meters)                     COMP
 DI0957  Y           -  -4,821,622.055 (meters)                     COMP
 DI0957  Z           -   3,959,889.887 (meters)                     COMP
 DI0957  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DI0957  ELLIP HEIGHT-         -34.694 (meters)          (08/09/06) ADJUSTED
 DI0957  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DI0957  HORZ ORDER  -  B
 DI0957  ELLP ORDER  -  FOURTH    CLASS II
 DI0957
 DI0957.The horizontal coordinates were established by GPS observations
 DI0957.and adjusted by the National Geodetic Survey in August 2006.
 DI0957
 DI0957.The orthometric height was determined by GPS observations and a
 DI0957.high-resolution geoid model.
 DI0957
 DI0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0957
 DI0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0957
 DI0957.The ellipsoidal height was determined by GPS observations
 DI0957.and is referenced to NAD 83.
 DI0957
 DI0957.The geoid height was determined by GEOID03.
 DI0957
 DI0957;                    North         East     Units Scale Factor Converg.
 DI0957;SPC DE       -    69,464.697   227,507.979   MT  1.00000431   +0 11 49.9
 DI0957;SPC DE       -   227,902.09    746,415.76   sFT  1.00000431   +0 11 49.9
 DI0957;UTM  18      - 4,275,209.777   491,227.699   MT  0.99960095   -0 03 46.5
 DI0957
 DI0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0957!SPC DE       -   1.00000544  x   1.00000431  =   1.00000975
 DI0957!UTM  18      -   1.00000544  x   0.99960095  =   0.99960639
 DI0957
 DI0957                          SUPERSEDED SURVEY CONTROL
 DI0957
 DI0957.No superseded survey control is available for this station.
 DI0957
 DI0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9122875210(NAD 83)
 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 - November 08, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  LAUREL (1992)
 HU2672
 HU2672                         *CURRENT SURVEY CONTROL
 HU2672  ___________________________________________________________________
 HU2672* NAD 83(2007)-  38 33 11.29191(N)    075 33 21.51134(W)     ADJUSTED  
 HU2672* NAVD 88     -         8.774  (meters)      28.79   (feet)  ADJUSTED  
 HU2672  ___________________________________________________________________
 HU2672  EPOCH DATE  -        2002.00
 HU2672  X           -   1,245,767.005 (meters)                     COMP
 HU2672  Y           -  -4,836,511.076 (meters)                     COMP
 HU2672  Z           -   3,953,627.200 (meters)                     COMP
 HU2672  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HU2672  ELLIP HEIGHT-         -26.817 (meters)          (02/10/07) ADJUSTED
 HU2672  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU2672  DYNAMIC HT  -           8.769 (meters)      28.77  (feet)  COMP
 HU2672
 HU2672  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2672  Type    PID    Designation                      North   East  Ellip
 HU2672  -------------------------------------------------------------------
 HU2672  NETWORK HU2672 GPS S 2                           3.59   3.82  14.64
 HU2672  -------------------------------------------------------------------
 HU2672  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HU2672
 HU2672  VERT ORDER  -  SECOND    CLASS II
 HU2672
 HU2672.The horizontal coordinates were established by GPS observations
 HU2672.and adjusted by the National Geodetic Survey in February 2007.
 HU2672
 HU2672.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2672.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2672.The horizontal coordinates are valid at the epoch date displayed above.
 HU2672.The epoch date for horizontal control is a decimal equivalence
 HU2672.of Year/Month/Day.
 HU2672
 HU2672.The orthometric height was determined by differential leveling
 HU2672.and adjusted in March 1994.
 HU2672
 HU2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2672
 HU2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2672
 HU2672.The ellipsoidal height was determined by GPS observations
 HU2672.and is referenced to NAD 83.
 HU2672
 HU2672.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2672;SPC DE       -    61,408.012   187,856.707   MT  0.99999682   -0 05 12.6
 HU2672;SPC DE       -   201,469.45    616,326.55   sFT  0.99999682   -0 05 12.6
 HU2672;UTM  18      - 4,267,336.069   451,555.596   MT  0.99962890   -0 20 47.4
 HU2672
 HU2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2672!SPC DE       -   1.00000421  x   0.99999682  =   1.00000103
 HU2672!UTM  18      -   1.00000421  x   0.99962890  =   0.99963311
 HU2672
 HU2672:                Primary Azimuth Mark                     Grid Az
 HU2672:SPC DE       -  GPS S 2 A                                185 08 01.0
 HU2672:UTM  18      -  GPS S 2 A                                185 23 35.8
 HU2672
 HU2672|---------------------------------------------------------------------|
 HU2672| PID    Reference Object                     Distance      Geod. Az  |
 HU2672|                                                           dddmmss.s |
 HU2672| HU2673 GPS S 2 A                           428.907 METERS 1850248.4 |
 HU2672|---------------------------------------------------------------------|
 HU2672
 HU2672                          SUPERSEDED SURVEY CONTROL
 HU2672
 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 (10/23/91)    9.02   (m)           29.6    (f) LEVELING    3  
 HU2672
 HU2672.Superseded values are not recommended for survey control.
 HU2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2672.See file dsdata.txt to determine how the superseded data were derived.
 HU2672
 HU2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5155667336(NAD 83)
 HU2672_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2672_SP_SET: CONCRETE POST
 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 - May 14, 2006
 HU2672
 HU2672  HISTORY     - Date     Condition        Report By
 HU2672  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2672  HISTORY     - 19910109 GOOD             NGS
 HU2672  HISTORY     - 20060514 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  LAUREL (1992)
 HU2673
 HU2673                         *CURRENT SURVEY CONTROL
 HU2673  ___________________________________________________________________
 HU2673* NAD 83(2007)-  38 32 57.43619(N)    075 33 23.06950(W)     NO CHECK  
 HU2673* NAVD 88     -         8.421  (meters)      27.63   (feet)  ADJUSTED  
 HU2673  ___________________________________________________________________
 HU2673  EPOCH DATE  -        2002.00
 HU2673  X           -   1,245,796.811 (meters)                     COMP
 HU2673  Y           -  -4,836,778.056 (meters)                     COMP
 HU2673  Z           -   3,953,292.845 (meters)                     COMP
 HU2673  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HU2673  ELLIP HEIGHT-         -27.185 (meters)          (02/10/07) NO CHECK
 HU2673  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU2673  DYNAMIC HT  -           8.416 (meters)      27.61  (feet)  COMP
 HU2673
 HU2673  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2673  Type    PID    Designation                      North   East  Ellip
 HU2673  -------------------------------------------------------------------
 HU2673  NETWORK HU2673 GPS S 2 A                         3.88   4.17  16.13
 HU2673  -------------------------------------------------------------------
 HU2673  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 HU2673
 HU2673  VERT ORDER  -  SECOND    CLASS II
 HU2673
 HU2673.The horizontal coordinates were established by GPS observations
 HU2673.and adjusted by the National Geodetic Survey in February 2007.
 HU2673
 HU2673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2673.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2673.No horizontal observational check was made to the station.
 HU2673.The horizontal coordinates are valid at the epoch date displayed above.
 HU2673.The epoch date for horizontal control is a decimal equivalence
 HU2673.of Year/Month/Day.
 HU2673
 HU2673.The orthometric height was determined by differential leveling
 HU2673.and adjusted in March 1994.
 HU2673
 HU2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2673
 HU2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2673
 HU2673.The ellipsoidal height was determined by GPS observations
 HU2673.and is referenced to NAD 83.
 HU2673
 HU2673.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2673;SPC DE       -    60,980.826   187,818.330   MT  0.99999683   -0 05 13.5
 HU2673;SPC DE       -   200,067.93    616,200.64   sFT  0.99999683   -0 05 13.5
 HU2673;UTM  18      - 4,266,909.218   451,515.297   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  =   0.99963321
 HU2673
 HU2673:                Primary Azimuth Mark                     Grid Az
 HU2673:SPC DE       -  GPS S 2                                  005 08 00.9
 HU2673:UTM  18      -  GPS S 2                                  005 23 35.7
 HU2673
 HU2673|---------------------------------------------------------------------|
 HU2673| PID    Reference Object                     Distance      Geod. Az  |
 HU2673|                                                           dddmmss.s |
 HU2673| HU2672 GPS S 2                             428.907 METERS 0050247.4 |
 HU2673|---------------------------------------------------------------------|
 HU2673
 HU2673                          SUPERSEDED SURVEY CONTROL
 HU2673
 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 (10/23/91)    8.67   (m)           28.4    (f) LEVELING    3  
 HU2673
 HU2673.Superseded values are not recommended for survey control.
 HU2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2673.See file dsdata.txt to determine how the superseded data were derived.
 HU2673
 HU2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5151566909(NAD 83)
 HU2673_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2673_SP_SET: CONCRETE POST
 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 - May 14, 2006
 HU2673
 HU2673  HISTORY     - Date     Condition        Report By
 HU2673  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2673  HISTORY     - 19910109 GOOD             NGS
 HU2673  HISTORY     - 20060514 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  HARBESON (1992)
 HU2675
 HU2675                         *CURRENT SURVEY CONTROL
 HU2675  ___________________________________________________________________
 HU2675* NAD 83(2007)-  38 39 32.61360(N)    075 22 25.85194(W)     ADJUSTED  
 HU2675* NAVD 88     -        14.237  (meters)      46.71   (feet)  ADJUSTED  
 HU2675  ___________________________________________________________________
 HU2675  EPOCH DATE  -        2002.00
 HU2675  X           -   1,259,283.105 (meters)                     COMP
 HU2675  Y           -  -4,825,431.851 (meters)                     COMP
 HU2675  Z           -   3,962,819.085 (meters)                     COMP
 HU2675  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HU2675  ELLIP HEIGHT-         -21.403 (meters)          (02/10/07) ADJUSTED
 HU2675  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU2675  DYNAMIC HT  -          14.228 (meters)      46.68  (feet)  COMP
 HU2675
 HU2675  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2675  Type    PID    Designation                      North   East  Ellip
 HU2675  -------------------------------------------------------------------
 HU2675  NETWORK HU2675 GPS S 3 A                         3.55   3.35  13.88
 HU2675  -------------------------------------------------------------------
 HU2675  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 HU2675
 HU2675  VERT ORDER  -  SECOND    CLASS II
 HU2675
 HU2675.The horizontal coordinates were established by GPS observations
 HU2675.and adjusted by the National Geodetic Survey in February 2007.
 HU2675
 HU2675.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2675.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2675.The horizontal coordinates are valid at the epoch date displayed above.
 HU2675.The epoch date for horizontal control is a decimal equivalence
 HU2675.of Year/Month/Day.
 HU2675
 HU2675.The orthometric height was determined by differential leveling
 HU2675.and adjusted in March 1994.
 HU2675
 HU2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2675
 HU2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2675
 HU2675.The ellipsoidal height was determined by GPS observations
 HU2675.and is referenced to NAD 83.
 HU2675
 HU2675.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2675;SPC DE       -    73,157.886   203,726.964   MT  0.99999517   +0 01 36.3
 HU2675;SPC DE       -   240,018.83    668,394.21   sFT  0.99999517   +0 01 36.3
 HU2675;UTM  18      - 4,279,009.429   467,473.034   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|---------------------------------------------------------------------|
 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  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 (10/23/91)   14.48   (m)           47.5    (f) LEVELING    3  
 HU2675
 HU2675.Superseded values are not recommended for survey control.
 HU2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2675.See file dsdata.txt to determine how the superseded data were derived.
 HU2675
 HU2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6747379009(NAD 83)
 HU2675_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2675_SP_SET: CONCRETE POST
 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 - September 23, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  SEAFORD EAST (1992)
 HU2676
 HU2676                         *CURRENT SURVEY CONTROL
 HU2676  ___________________________________________________________________
 HU2676* NAD 83(2007)-  38 44 50.58602(N)    075 35 35.10098(W)     ADJUSTED  
 HU2676* NAVD 88     -        11.384  (meters)      37.35   (feet)  ADJUSTED  
 HU2676  ___________________________________________________________________
 HU2676  EPOCH DATE  -        2002.00
 HU2676  X           -   1,239,284.033 (meters)                     COMP
 HU2676  Y           -  -4,824,274.905 (meters)                     COMP
 HU2676  Z           -   3,970,469.200 (meters)                     COMP
 HU2676  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HU2676  ELLIP HEIGHT-         -24.035 (meters)          (02/10/07) ADJUSTED
 HU2676  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU2676  DYNAMIC HT  -          11.377 (meters)      37.33  (feet)  COMP
 HU2676
 HU2676  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2676  Type    PID    Designation                      North   East  Ellip
 HU2676  -------------------------------------------------------------------
 HU2676  NETWORK HU2676 GPS S 4                           3.51   3.39  13.86
 HU2676  -------------------------------------------------------------------
 HU2676  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 HU2676
 HU2676  VERT ORDER  -  SECOND    CLASS II
 HU2676
 HU2676.The horizontal coordinates were established by GPS observations
 HU2676.and adjusted by the National Geodetic Survey in February 2007.
 HU2676
 HU2676.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2676.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2676.The horizontal coordinates are valid at the epoch date displayed above.
 HU2676.The epoch date for horizontal control is a decimal equivalence
 HU2676.of Year/Month/Day.
 HU2676
 HU2676.The orthometric height was determined by differential leveling
 HU2676.and adjusted in March 1994.
 HU2676
 HU2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2676
 HU2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2676
 HU2676.The ellipsoidal height was determined by GPS observations
 HU2676.and is referenced to NAD 83.
 HU2676
 HU2676.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2676;SPC DE       -    82,976.762   184,663.514   MT  0.99999790   -0 06 37.5
 HU2676;SPC DE       -   272,232.93    605,850.21   sFT  0.99999790   -0 06 37.5
 HU2676;UTM  18      - 4,288,911.189   448,461.537   MT  0.99963271   -0 22 16.4
 HU2676
 HU2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2676!SPC DE       -   1.00000377  x   0.99999790  =   1.00000167
 HU2676!UTM  18      -   1.00000377  x   0.99963271  =   0.99963648
 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|---------------------------------------------------------------------|
 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(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 (08/09/06)   11.38   (m)           37.3    (f) LEVELING    3  
 HU2676  NGVD 29 (10/23/91)   11.63   (m)           38.2    (f) LEVELING    3  
 HU2676
 HU2676.Superseded values are not recommended for survey control.
 HU2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2676.See file dsdata.txt to determine how the superseded data were derived.
 HU2676
 HU2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4846288911(NAD 83)
 HU2676_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2676_SP_SET: CONCRETE POST
 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 - January 24, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  SEAFORD EAST (1992)
 HU2677
 HU2677                         *CURRENT SURVEY CONTROL
 HU2677  ___________________________________________________________________
 HU2677* NAD 83(2007)-  38 44 33.81798(N)    075 35 33.24483(W)     ADJUSTED  
 HU2677* NAVD 88     -        11.541  (meters)      37.86   (feet)  ADJUSTED  
 HU2677  ___________________________________________________________________
 HU2677  EPOCH DATE  -        2002.00
 HU2677  X           -   1,239,407.992 (meters)                     COMP
 HU2677  Y           -  -4,824,577.290 (meters)                     COMP
 HU2677  Z           -   3,970,066.012 (meters)                     COMP
 HU2677  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HU2677  ELLIP HEIGHT-         -23.893 (meters)          (02/10/07) ADJUSTED
 HU2677  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU2677  DYNAMIC HT  -          11.534 (meters)      37.84  (feet)  COMP
 HU2677
 HU2677  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2677  Type    PID    Designation                      North   East  Ellip
 HU2677  -------------------------------------------------------------------
 HU2677  NETWORK HU2677 GPS S 4 A                         3.57   3.43  14.07
 HU2677  -------------------------------------------------------------------
 HU2677  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 HU2677
 HU2677  VERT ORDER  -  SECOND    CLASS II
 HU2677
 HU2677.The horizontal coordinates were established by GPS observations
 HU2677.and adjusted by the National Geodetic Survey in February 2007.
 HU2677
 HU2677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2677.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2677.The horizontal coordinates are valid at the epoch date displayed above.
 HU2677.The epoch date for horizontal control is a decimal equivalence
 HU2677.of Year/Month/Day.
 HU2677
 HU2677.The orthometric height was determined by differential leveling
 HU2677.and adjusted in March 1994.
 HU2677
 HU2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2677
 HU2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2677
 HU2677.The ellipsoidal height was determined by GPS observations
 HU2677.and is referenced to NAD 83.
 HU2677
 HU2677.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2677;SPC DE       -    82,459.614   184,707.343   MT  0.99999788   -0 06 36.3
 HU2677;SPC DE       -   270,536.25    605,994.01   sFT  0.99999788   -0 06 36.3
 HU2677;UTM  18      - 4,288,394.036   448,502.996   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|---------------------------------------------------------------------|
 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  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 (10/23/91)   11.78   (m)           38.6    (f) LEVELING    3  
 HU2677
 HU2677.Superseded values are not recommended for survey control.
 HU2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2677.See file dsdata.txt to determine how the superseded data were derived.
 HU2677
 HU2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4850388394(NAD 83)
 HU2677_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2677_SP_SET: CONCRETE POST
 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 - May 14, 2006
 HU2677
 HU2677  HISTORY     - Date     Condition        Report By
 HU2677  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2677  HISTORY     - 19910109 GOOD             NGS
 HU2677  HISTORY     - 20060514 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  LEWES (1991)
 HU2678
 HU2678                         *CURRENT SURVEY CONTROL
 HU2678  ___________________________________________________________________
 HU2678* NAD 83(2007)-  38 46 24.52464(N)    075 07 56.34438(W)     ADJUSTED  
 HU2678* NAVD 88     -        11.985  (meters)      39.32   (feet)  ADJUSTED  
 HU2678  ___________________________________________________________________
 HU2678  EPOCH DATE  -        2002.00
 HU2678  X           -   1,277,574.536 (meters)                     COMP
 HU2678  Y           -  -4,812,400.362 (meters)                     COMP
 HU2678  Z           -   3,972,728.252 (meters)                     COMP
 HU2678  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HU2678  ELLIP HEIGHT-         -23.590 (meters)          (02/10/07) ADJUSTED
 HU2678  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2678  DYNAMIC HT  -          11.978 (meters)      39.30  (feet)  COMP
 HU2678
 HU2678  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2678  Type    PID    Designation                      North   East  Ellip
 HU2678  -------------------------------------------------------------------
 HU2678  NETWORK HU2678 GPS S 5                           0.96   1.94   6.57
 HU2678  -------------------------------------------------------------------
 HU2678  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 HU2678
 HU2678  VERT ORDER  -  SECOND    CLASS II
 HU2678
 HU2678.The horizontal coordinates were established by GPS observations
 HU2678.and adjusted by the National Geodetic Survey in February 2007.
 HU2678
 HU2678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2678.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2678.The horizontal coordinates are valid at the epoch date displayed above.
 HU2678.The epoch date for horizontal control is a decimal equivalence
 HU2678.of Year/Month/Day.
 HU2678
 HU2678.The orthometric height was determined by differential leveling
 HU2678.and adjusted in March 1994.
 HU2678
 HU2678.This Tidal Bench Mark is designated as VM 13819
 HU2678.by the Center for Operational Oceanographic Products and Services.
 HU2678
 HU2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2678
 HU2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2678
 HU2678.The ellipsoidal height was determined by GPS observations
 HU2678.and is referenced to NAD 83.
 HU2678
 HU2678.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2678;SPC DE       -    85,897.094   224,710.358   MT  1.00000252   +0 10 41.1
 HU2678;SPC DE       -   281,814.05    737,237.23   sFT  1.00000252   +0 10 41.1
 HU2678;UTM  18      - 4,291,648.112   488,505.917   MT  0.99960163   -0 04 58.3
 HU2678
 HU2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2678!SPC DE       -   1.00000370  x   1.00000252  =   1.00000622
 HU2678!UTM  18      -   1.00000370  x   0.99960163  =   0.99960533
 HU2678
 HU2678:                Primary Azimuth Mark                     Grid Az
 HU2678:SPC DE       -  GPS S 5 A                                040 51 10.1
 HU2678:UTM  18      -  GPS S 5 A                                041 06 49.5
 HU2678
 HU2678|---------------------------------------------------------------------|
 HU2678| PID    Reference Object                     Distance      Geod. Az  |
 HU2678|                                                           dddmmss.s |
 HU2678| HU2679 GPS S 5 A                           419.702 METERS 0410151.2 |
 HU2678|---------------------------------------------------------------------|
 HU2678
 HU2678                          SUPERSEDED SURVEY CONTROL
 HU2678
 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 (08/09/06)   11.98   (m)           39.3    (f) LEVELING    3  
 HU2678  NGVD 29 (10/23/91)   12.23   (m)           40.1    (f) LEVELING    3  
 HU2678
 HU2678.Superseded values are not recommended for survey control.
 HU2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2678.See file dsdata.txt to determine how the superseded data were derived.
 HU2678
 HU2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8850691648(NAD 83)
 HU2678_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2678_SP_SET: CONCRETE POST
 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 - July 05, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  LEWES (1991)
 HU2679
 HU2679                         *CURRENT SURVEY CONTROL
 HU2679  ___________________________________________________________________
 HU2679* NAD 83(2007)-  38 46 34.79171(N)    075 07 44.93023(W)     ADJUSTED  
 HU2679* NAVD 88     -         2.389  (meters)       7.84   (feet)  ADJUSTED  
 HU2679  ___________________________________________________________________
 HU2679  EPOCH DATE  -        2002.00
 HU2679  X           -   1,277,788.036 (meters)                     COMP
 HU2679  Y           -  -4,812,130.801 (meters)                     COMP
 HU2679  Z           -   3,972,969.072 (meters)                     COMP
 HU2679  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HU2679  ELLIP HEIGHT-         -33.176 (meters)          (02/10/07) ADJUSTED
 HU2679  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU2679  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 HU2679
 HU2679  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2679  Type    PID    Designation                      North   East  Ellip
 HU2679  -------------------------------------------------------------------
 HU2679  NETWORK HU2679 GPS S 5 A                         1.41   2.31   8.11
 HU2679  -------------------------------------------------------------------
 HU2679  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 HU2679
 HU2679  VERT ORDER  -  SECOND    CLASS II
 HU2679
 HU2679.The horizontal coordinates were established by GPS observations
 HU2679.and adjusted by the National Geodetic Survey in February 2007.
 HU2679
 HU2679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2679.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2679.The horizontal coordinates are valid at the epoch date displayed above.
 HU2679.The epoch date for horizontal control is a decimal equivalence
 HU2679.of Year/Month/Day.
 HU2679
 HU2679.The orthometric height was determined by differential leveling
 HU2679.and adjusted in March 1994.
 HU2679
 HU2679.This Tidal Bench Mark is designated as VM 13820
 HU2679.by the Center for Operational Oceanographic Products and Services.
 HU2679
 HU2679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2679
 HU2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2679
 HU2679.The ellipsoidal height was determined by GPS observations
 HU2679.and is referenced to NAD 83.
 HU2679
 HU2679.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2679;SPC DE       -    86,214.555   224,984.893   MT  1.00000268   +0 10 48.2
 HU2679;SPC DE       -   282,855.59    738,137.94   sFT  1.00000268   +0 10 48.2
 HU2679;UTM  18      - 4,291,964.192   488,781.785   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  =   0.99960675
 HU2679
 HU2679:                Primary Azimuth Mark                     Grid Az
 HU2679:SPC DE       -  GPS S 5                                  220 51 10.1
 HU2679:UTM  18      -  GPS S 5                                  221 06 49.5
 HU2679
 HU2679|---------------------------------------------------------------------|
 HU2679| PID    Reference Object                     Distance      Geod. Az  |
 HU2679|                                                           dddmmss.s |
 HU2679| HU2678 GPS S 5                             419.702 METERS 2210158.3 |
 HU2679|---------------------------------------------------------------------|
 HU2679
 HU2679                          SUPERSEDED SURVEY CONTROL
 HU2679
 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 (10/23/91)    2.63   (m)            8.6    (f) LEVELING    3  
 HU2679
 HU2679.Superseded values are not recommended for survey control.
 HU2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2679.See file dsdata.txt to determine how the superseded data were derived.
 HU2679
 HU2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8878291964(NAD 83)
 HU2679_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2679_SP_SET: CONCRETE POST
 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 - July 05, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  MILFORD (1993)
 HU2680
 HU2680                         *CURRENT SURVEY CONTROL
 HU2680  ___________________________________________________________________
 HU2680* NAD 83(2007)-  38 54 51.49678(N)    075 24 03.45194(W)     ADJUSTED  
 HU2680* NAVD 88     -        10.743  (meters)      35.25   (feet)  ADJUSTED  
 HU2680  ___________________________________________________________________
 HU2680  EPOCH DATE  -        2002.00
 HU2680  X           -   1,252,525.196 (meters)                     COMP
 HU2680  Y           -  -4,808,848.210 (meters)                     COMP
 HU2680  Z           -   3,984,903.819 (meters)                     COMP
 HU2680  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HU2680  ELLIP HEIGHT-         -24.513 (meters)          (02/10/07) ADJUSTED
 HU2680  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU2680  DYNAMIC HT  -          10.736 (meters)      35.22  (feet)  COMP
 HU2680
 HU2680  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2680  Type    PID    Designation                      North   East  Ellip
 HU2680  -------------------------------------------------------------------
 HU2680  NETWORK HU2680 GPS S 6                           0.14   0.16   0.25
 HU2680  -------------------------------------------------------------------
 HU2680  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 HU2680
 HU2680  VERT ORDER  -  SECOND    CLASS II
 HU2680
 HU2680.The horizontal coordinates were established by GPS observations
 HU2680.and adjusted by the National Geodetic Survey in February 2007.
 HU2680
 HU2680.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2680.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2680.The horizontal coordinates are valid at the epoch date displayed above.
 HU2680.The epoch date for horizontal control is a decimal equivalence
 HU2680.of Year/Month/Day.
 HU2680
 HU2680.The orthometric height was determined by differential leveling
 HU2680.and adjusted in March 1994.
 HU2680
 HU2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2680
 HU2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2680
 HU2680.The ellipsoidal height was determined by GPS observations
 HU2680.and is referenced to NAD 83.
 HU2680
 HU2680.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2680;SPC DE       -   101,492.136   201,362.343   MT  0.99999502   +0 00 35.5
 HU2680;SPC DE       -   332,978.78    660,636.29   sFT  0.99999502   +0 00 35.5
 HU2680;UTM  18      - 4,307,343.354   465,238.366   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  =   0.99961872
 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|---------------------------------------------------------------------|
 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  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 (04/04/94)   10.74   (m)           35.2    (f) LEVELING    3  
 HU2680  NAVD 88 (12/31/92)   10.51   (m)           34.5    (f) LEVELING    3  
 HU2680  NGVD 29 (10/23/91)   10.99   (m)           36.1    (f) LEVELING    3  
 HU2680
 HU2680.Superseded values are not recommended for survey control.
 HU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2680.See file dsdata.txt to determine how the superseded data were derived.
 HU2680
 HU2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6523807343(NAD 83)
 HU2680_MARKER: I = METAL ROD
 HU2680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2680_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HU2680_STAMPING: GPS S-6 1990
 HU2680_MARK LOGO: DEDHT 
 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 - February 26, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  MILFORD (1993)
 HU2681
 HU2681                         *CURRENT SURVEY CONTROL
 HU2681  ___________________________________________________________________
 HU2681* NAD 83(2007)-  38 54 39.93415(N)    075 23 54.59579(W)     ADJUSTED  
 HU2681* NAVD 88     -         5.804  (meters)      19.04   (feet)  ADJUSTED  
 HU2681  ___________________________________________________________________
 HU2681  EPOCH DATE  -        2002.00
 HU2681  X           -   1,252,787.155 (meters)                     COMP
 HU2681  Y           -  -4,809,007.428 (meters)                     COMP
 HU2681  Z           -   3,984,623.267 (meters)                     COMP
 HU2681  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HU2681  ELLIP HEIGHT-         -29.470 (meters)          (02/10/07) ADJUSTED
 HU2681  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 HU2681  DYNAMIC HT  -           5.801 (meters)      19.03  (feet)  COMP
 HU2681
 HU2681  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2681  Type    PID    Designation                      North   East  Ellip
 HU2681  -------------------------------------------------------------------
 HU2681  NETWORK HU2681 GPS S 6 A                         1.02   0.98   3.94
 HU2681  -------------------------------------------------------------------
 HU2681  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 HU2681
 HU2681  VERT ORDER  -  SECOND    CLASS II
 HU2681
 HU2681.The horizontal coordinates were established by GPS observations
 HU2681.and adjusted by the National Geodetic Survey in February 2007.
 HU2681
 HU2681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2681.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2681.The horizontal coordinates are valid at the epoch date displayed above.
 HU2681.The epoch date for horizontal control is a decimal equivalence
 HU2681.of Year/Month/Day.
 HU2681
 HU2681.The orthometric height was determined by differential leveling
 HU2681.and adjusted in March 1994.
 HU2681
 HU2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2681
 HU2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2681
 HU2681.The ellipsoidal height was determined by GPS observations
 HU2681.and is referenced to NAD 83.
 HU2681
 HU2681.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2681;SPC DE       -   101,135.619   201,575.774   MT  0.99999503   +0 00 41.1
 HU2681;SPC DE       -   331,809.11    661,336.52   sFT  0.99999503   +0 00 41.1
 HU2681;UTM  18      - 4,306,986.001   465,450.086   MT  0.99961470   -0 15 01.1
 HU2681
 HU2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2681!SPC DE       -   1.00000462  x   0.99999503  =   0.99999965
 HU2681!UTM  18      -   1.00000462  x   0.99961470  =   0.99961932
 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|---------------------------------------------------------------------|
 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  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 (10/23/91)    6.05   (m)           19.8    (f) LEVELING    3  
 HU2681
 HU2681.Superseded values are not recommended for survey control.
 HU2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2681.See file dsdata.txt to determine how the superseded data were derived.
 HU2681
 HU2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6545006986(NAD 83)
 HU2681_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2681_SP_SET: CONCRETE POST
 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 - August 24, 2004
 HU2681
 HU2681  HISTORY     - Date     Condition        Report By
 HU2681  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2681  HISTORY     - 19910110 GOOD             NGS
 HU2681  HISTORY     - 20040824 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0952 ***********************************************************************
 DI0952  DESIGNATION -  GPS S 7
 DI0952  PID         -  DI0952
 DI0952  STATE/COUNTY-  DE/SUSSEX
 DI0952  USGS QUAD   -  MILTON (1992)
 DI0952
 DI0952                         *CURRENT SURVEY CONTROL
 DI0952  ___________________________________________________________________
 DI0952* NAD 83(1991)-  38 51 44.48952(N)    075 19 58.20160(W)     ADJUSTED  
 DI0952* NAVD 88     -         6.024  (meters)      19.76   (feet)  ADJUSTED  
 DI0952  ___________________________________________________________________
 DI0952  X           -   1,259,157.796 (meters)                     COMP
 DI0952  Y           -  -4,810,854.276 (meters)                     COMP
 DI0952  Z           -   3,980,412.104 (meters)                     COMP
 DI0952  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DI0952  ELLIP HEIGHT-         -29.391 (meters)          (08/09/06) ADJUSTED
 DI0952  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DI0952  DYNAMIC HT  -           6.021 (meters)      19.75  (feet)  COMP
 DI0952  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 DI0952
 DI0952  HORZ ORDER  -  B
 DI0952  VERT ORDER  -  SECOND    CLASS II
 DI0952  ELLP ORDER  -  FOURTH    CLASS II
 DI0952
 DI0952.The horizontal coordinates were established by GPS observations
 DI0952.and adjusted by the National Geodetic Survey in August 2006.
 DI0952
 DI0952.The orthometric height was determined by differential leveling
 DI0952.and adjusted in September 2008.
 DI0952
 DI0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0952
 DI0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0952
 DI0952.The ellipsoidal height was determined by GPS observations
 DI0952.and is referenced to NAD 83.
 DI0952
 DI0952.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0952;SPC DE       -    95,728.637   207,276.155   MT  0.99999565   +0 03 09.4
 DI0952;SPC DE       -   314,069.70    680,038.52   sFT  0.99999565   +0 03 09.4
 DI0952;UTM  18      - 4,301,555.131   471,123.549   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                          SUPERSEDED SURVEY CONTROL
 DI0952
 DI0952.No superseded survey control is available for this station.
 DI0952
 DI0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7112401555(NAD 83)
 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 - July 15, 2008
 DI0952
 DI0952  HISTORY     - Date     Condition        Report By
 DI0952  HISTORY     - 20041010 MONUMENTED       DEDT
 DI0952  HISTORY     - 20080715 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0953 ***********************************************************************
 DI0953  DESIGNATION -  GPS S 8
 DI0953  PID         -  DI0953
 DI0953  STATE/COUNTY-  DE/SUSSEX
 DI0953  USGS QUAD   -  ELLENDALE (1992)
 DI0953
 DI0953                         *CURRENT SURVEY CONTROL
 DI0953  ___________________________________________________________________
 DI0953* NAD 83(1991)-  38 48 38.97687(N)    075 26 20.41694(W)     ADJUSTED  
 DI0953* NAVD 88     -        14.696  (meters)      48.22   (feet)  ADJUSTED  
 DI0953  ___________________________________________________________________
 DI0953  X           -   1,251,144.578 (meters)                     COMP
 DI0953  Y           -  -4,816,657.983 (meters)                     COMP
 DI0953  Z           -   3,975,961.567 (meters)                     COMP
 DI0953  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DI0953  ELLIP HEIGHT-         -20.711 (meters)          (08/09/06) ADJUSTED
 DI0953  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DI0953  DYNAMIC HT  -          14.688 (meters)      48.19  (feet)  COMP
 DI0953  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 DI0953
 DI0953  HORZ ORDER  -  B
 DI0953  VERT ORDER  -  SECOND    CLASS II
 DI0953  ELLP ORDER  -  FOURTH    CLASS II
 DI0953
 DI0953.The horizontal coordinates were established by GPS observations
 DI0953.and adjusted by the National Geodetic Survey in August 2006.
 DI0953
 DI0953.The orthometric height was determined by differential leveling
 DI0953.and adjusted in September 2008.
 DI0953.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0953
 DI0953.The ellipsoidal height was determined by GPS observations
 DI0953.and is referenced to NAD 83.
 DI0953
 DI0953.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0953;SPC DE       -    90,004.952   198,059.804   MT  0.99999505   -0 00 50.4
 DI0953;SPC DE       -   295,291.25    649,801.21   sFT  0.99999505   -0 00 50.4
 DI0953;UTM  18      - 4,295,875.703   461,884.715   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                          SUPERSEDED SURVEY CONTROL
 DI0953
 DI0953.No superseded survey control is available for this station.
 DI0953
 DI0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188595876(NAD 83)
 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 - July 15, 2008
 DI0953
 DI0953  HISTORY     - Date     Condition        Report By
 DI0953  HISTORY     - 20041010 MONUMENTED       DEDT
 DI0953  HISTORY     - 20080715 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0954 ***********************************************************************
 DI0954  DESIGNATION -  GPS S 9
 DI0954  PID         -  DI0954
 DI0954  STATE/COUNTY-  DE/SUSSEX
 DI0954  USGS QUAD   -  MILLSBORO (1992)
 DI0954
 DI0954                         *CURRENT SURVEY CONTROL
 DI0954  ___________________________________________________________________
 DI0954* NAD 83(1991)-  38 34 22.12757(N)    075 17 03.56748(W)     ADJUSTED  
 DI0954* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 DI0954  ___________________________________________________________________
 DI0954  X           -   1,268,337.647 (meters)                     COMP
 DI0954  Y           -  -4,829,232.270 (meters)                     COMP
 DI0954  Z           -   3,955,334.195 (meters)                     COMP
 DI0954  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DI0954  ELLIP HEIGHT-         -28.271 (meters)          (08/09/06) ADJUSTED
 DI0954  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DI0954  HORZ ORDER  -  B
 DI0954  ELLP ORDER  -  FOURTH    CLASS II
 DI0954
 DI0954.The horizontal coordinates were established by GPS observations
 DI0954.and adjusted by the National Geodetic Survey in August 2006.
 DI0954
 DI0954.The orthometric height was determined by GPS observations and a
 DI0954.high-resolution geoid model.
 DI0954
 DI0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0954
 DI0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0954
 DI0954.The ellipsoidal height was determined by GPS observations
 DI0954.and is referenced to NAD 83.
 DI0954
 DI0954.The geoid height was determined by GEOID03.
 DI0954
 DI0954;                    North         East     Units Scale Factor Converg.
 DI0954;SPC DE       -    63,591.345   211,532.904   MT  0.99999664   +0 04 57.1
 DI0954;SPC DE       -   208,632.60    694,004.20   sFT  0.99999664   +0 04 57.1
 DI0954;UTM  18      - 4,269,411.261   475,232.482   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  =   0.99961198
 DI0954
 DI0954                          SUPERSEDED SURVEY CONTROL
 DI0954
 DI0954.No superseded survey control is available for this station.
 DI0954
 DI0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7523269411(NAD 83)
 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 - October 15, 2004
 DI0954
 DI0954  HISTORY     - Date     Condition        Report By
 DI0954  HISTORY     - 20041015 MONUMENTED       DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1466 ***********************************************************************
 JU1466  DESIGNATION -  GRACELAWN
 JU1466  PID         -  JU1466
 JU1466  STATE/COUNTY-  DE/NEW CASTLE
 JU1466  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1466
 JU1466                         *CURRENT SURVEY CONTROL
 JU1466  ___________________________________________________________________
 JU1466* NAD 83(1991)-  39 42 08.43475(N)    075 34 14.38449(W)     ADJUSTED  
 JU1466* NAVD 88     -        22.163  (meters)      72.71   (feet)  POSTED    
 JU1466  ___________________________________________________________________
 JU1466  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU1466  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1466  DYNAMIC HT  -          22.150 (meters)      72.67  (feet)  COMP
 JU1466  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 JU1466
 JU1466  HORZ ORDER  -  SECOND
 JU1466  VERT ORDER  -  * POSTED, Code D , 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  in 1992.
 JU1466.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU1466.rate of 3.1 thru 4.0 mm/km.
 JU1466
 JU1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1466
 JU1466.The geoid height was determined by GEOID03.
 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;                    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       -  WILMINGTON ARTESIAN BLACK TANK           006 55 06.4
 JU1466:SPC NJ       -  WILMINGTON ARTESIAN BLACK TANK           007 30 14.6
 JU1466:UTM  18      -  WILMINGTON ARTESIAN BLACK TANK           007 11 04.7
 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 (??/??/??)   22.516  (m)           73.87   (f) ADJUSTED    2 0
 JU1466
 JU1466.Superseded values are not recommended for survey control.
 JU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1466.See file dsdata.txt to determine how the superseded data were derived.
 JU1466
 JU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5107794877(NAD 83)
 JU1466_MARKER: DS = TRIANGULATION STATION DISK
 JU1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1466_STAMPING: GRACELAWN 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1467 ***********************************************************************
 JU1467  DESIGNATION -  GRACELAWN RM 1
 JU1467  PID         -  JU1467
 JU1467  STATE/COUNTY-  DE/NEW CASTLE
 JU1467  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1467
 JU1467                         *CURRENT SURVEY CONTROL
 JU1467  ___________________________________________________________________
 JU1467* NAD 83(1986)-  39 42 08.     (N)    075 34 14.     (W)     SCALED    
 JU1467* NAVD 88     -        22.538  (meters)      73.94   (feet)  POSTED    
 JU1467  ___________________________________________________________________
 JU1467  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1467  DYNAMIC HT  -          22.530 (meters)      73.92  (feet)  COMP
 JU1467  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 JU1467
 JU1467  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1467
 JU1467.The horizontal coordinates were scaled from a topographic map and have
 JU1467.an estimated accuracy of +/- 6 seconds.
 JU1467
 JU1467.The orthometric height was determined by differential leveling
 JU1467.and adjusted by the  in 1992.
 JU1467.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1467.rate of 2.1 thru 3.0 mm/km.
 JU1467
 JU1467.The geoid height was determined by GEOID03.
 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       -   188,980.      186,800.      MT  (+/- 180 meters Scaled)
 JU1467
 JU1467                          SUPERSEDED SURVEY CONTROL
 JU1467
 JU1467  NGVD 29 (??/??/??)   22.891  (m)           75.10   (f) ADJUSTED    2 0
 JU1467
 JU1467.Superseded values are not recommended for survey control.
 JU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1467.See file dsdata.txt to determine how the superseded data were derived.
 JU1467
 JU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ510948(NAD 83)
 JU1467_MARKER: DR = REFERENCE MARK DISK
 JU1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1467_SP_SET: CONC MONUMENT
 JU1467_STAMPING: GRACE LAWN NO 1 1958
 JU1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1465 ***********************************************************************
 JU1465  DESIGNATION -  GRACELAWN RM 2
 JU1465  PID         -  JU1465
 JU1465  STATE/COUNTY-  DE/NEW CASTLE
 JU1465  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1465
 JU1465                         *CURRENT SURVEY CONTROL
 JU1465  ___________________________________________________________________
 JU1465* NAD 83(1986)-  39 42 08.     (N)    075 34 14.     (W)     SCALED    
 JU1465* NAVD 88     -        22.875  (meters)      75.05   (feet)  POSTED    
 JU1465  ___________________________________________________________________
 JU1465  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1465  DYNAMIC HT  -          22.860 (meters)      75.00  (feet)  COMP
 JU1465  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 JU1465
 JU1465  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU1465
 JU1465.The horizontal coordinates were scaled from a topographic map and have
 JU1465.an estimated accuracy of +/- 6 seconds.
 JU1465
 JU1465.The orthometric height was determined by differential leveling
 JU1465.and adjusted by the  in 1992.
 JU1465.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU1465.rate of 1.1 thru 2.0 mm/km.
 JU1465
 JU1465.The geoid height was determined by GEOID03.
 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       -   188,980.      186,800.      MT  (+/- 180 meters Scaled)
 JU1465
 JU1465                          SUPERSEDED SURVEY CONTROL
 JU1465
 JU1465  NGVD 29 (??/??/??)   23.228  (m)           76.21   (f) ADJUSTED    2 0
 JU1465
 JU1465.Superseded values are not recommended for survey control.
 JU1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1465.See file dsdata.txt to determine how the superseded data were derived.
 JU1465
 JU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ510948(NAD 83)
 JU1465_MARKER: DR = REFERENCE MARK DISK
 JU1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1465_SP_SET: CONC BASE FORSIGN
 JU1465_STAMPING: GRACELAWN NO 2 1958
 JU1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3624 ***********************************************************************
 JU3624  DESIGNATION -  GREEN
 JU3624  PID         -  JU3624
 JU3624  STATE/COUNTY-  DE/NEW CASTLE
 JU3624  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3624
 JU3624                         *CURRENT SURVEY CONTROL
 JU3624  ___________________________________________________________________
 JU3624* NAD 83(1991)-  39 46 09.02776(N)    075 30 16.09509(W)     ADJUSTED  
 JU3624* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 JU3624  ___________________________________________________________________
 JU3624  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JU3624  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3624
 JU3624.The geoid height was determined by GEOID03.
 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       -  AIRWAY BEACON 67                         079 55 31.1
 JU3624:SPC NJ       -  AIRWAY BEACON 67                         080 30 42.2
 JU3624:SPC PA S     -  AIRWAY BEACON 67                         078 24 44.1
 JU3624:UTM  18      -  AIRWAY BEACON 67                         080 11 30.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3624.See file dsdata.txt to determine how the superseded data were derived.
 JU3624
 JU3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5679402260(NAD 83)
 JU3624_MARKER: DS = TRIANGULATION STATION DISK
 JU3624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1470 ***********************************************************************
 HU1470  DESIGNATION -  GREYERS
 HU1470  PID         -  HU1470
 HU1470  STATE/COUNTY-  DE/SUSSEX
 HU1470  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1470
 HU1470                         *CURRENT SURVEY CONTROL
 HU1470  ___________________________________________________________________
 HU1470* NAD 83(1991)-  38 27 05.59935(N)    075 06 27.15819(W)     ADJUSTED  
 HU1470* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1470  ___________________________________________________________________
 HU1470  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HU1470  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1470
 HU1470.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1974                   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    3  
 HU1470
 HU1470.Superseded values are not recommended for survey control.
 HU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1470.See file dsdata.txt to determine how the superseded data were derived.
 HU1470
 HU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9061655923(NAD 83)
 HU1470_MARKER: DS = TRIANGULATION STATION DISK
 HU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1470+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU1470
 HU1470  HISTORY     - Date     Condition        Report By
 HU1470  HISTORY     - 1974     MONUMENTED       NGS
 HU1470  HISTORY     - 1976     GOOD             NGS
 HU1470  HISTORY     - 20080915 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1355 ***********************************************************************
 HU1355  DESIGNATION -  GROIN 1970
 HU1355  PID         -  HU1355
 HU1355  STATE/COUNTY-  DE/SUSSEX
 HU1355  USGS QUAD   -  LEWES (1991)
 HU1355
 HU1355                         *CURRENT SURVEY CONTROL
 HU1355  ___________________________________________________________________
 HU1355* NAD 83(1991)-  38 48 37.70901(N)    075 11 37.75989(W)     ADJUSTED  
 HU1355* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 HU1355  ___________________________________________________________________
 HU1355  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HU1355  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1355
 HU1355.The geoid height was determined by GEOID03.
 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 1970                               294 07 40.6
 HU1355:UTM  18      -  CURVE 1970                               294 23 20.7
 HU1355
 HU1355|---------------------------------------------------------------------|
 HU1355| PID    Reference Object                     Distance      Geod. Az  |
 HU1355|                                                           dddmmss.s |
 HU1355| HU1356 CURVE 1970                          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    3  
 HU1355
 HU1355.Superseded values are not recommended for survey control.
 HU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1355.See file dsdata.txt to determine how the superseded data were derived.
 HU1355
 HU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8317295763(NAD 83)
 HU1355_MARKER: DE = TRAVERSE STATION DISK
 HU1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU0344 ***********************************************************************
 HU0344  DESIGNATION -  GUMBORO
 HU0344  PID         -  HU0344
 HU0344  STATE/COUNTY-  DE/SUSSEX
 HU0344  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0344
 HU0344                         *CURRENT SURVEY CONTROL
 HU0344  ___________________________________________________________________
 HU0344* NAD 83(1991)-  38 28 58.61340(N)    075 21 53.59383(W)     ADJUSTED  
 HU0344* NAVD 88     -        13.816  (meters)      45.33   (feet)  ADJUSTED  
 HU0344  ___________________________________________________________________
 HU0344  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HU0344  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0344  DYNAMIC HT  -          13.807 (meters)      45.30  (feet)  COMP
 HU0344  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0344
 HU0344  HORZ ORDER  -  SECOND
 HU0344  VERT ORDER  -  SECOND    CLASS 0
 HU0344
 HU0344.The horizontal coordinates were established by classical geodetic methods
 HU0344.and adjusted by the National Geodetic Survey in January 1992.
 HU0344
 HU0344.The orthometric height was determined by differential leveling
 HU0344.and adjusted in June 1991.
 HU0344
 HU0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0344
 HU0344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU0344;SPC DE       -    53,608.757   204,517.911   MT  0.99999525   +0 01 56.0
 HU0344;SPC DE       -   175,881.40    670,989.18   sFT  0.99999525   +0 01 56.0
 HU0344;SPC MD       -    91,888.164   542,657.586   MT  0.99997321   +1 01 34.5
 HU0344;SPC MD       -   301,469.75  1,780,369.10   sFT  0.99997321   +1 01 34.5
 HU0344;UTM  18      - 4,259,464.393   468,175.066   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  =   0.99961591
 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 1032740.1 |
 HU0344| HU0345 GUMBORO RM 2                         40.337 METERS 12012     |
 HU0344| HU1529 BERLIN STANDPIPE                    APPROX.21.5 KM 1432238.0 |
 HU0344| HU0343 GUMBORO AZ MK                                      1935013.8 |
 HU0344|---------------------------------------------------------------------|
 HU0344
 HU0344                          SUPERSEDED SURVEY CONTROL
 HU0344
 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 (??/??/??)   14.056  (m)           46.12   (f) ADJUSTED    2 0
 HU0344
 HU0344.Superseded values are not recommended for survey control.
 HU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0344.See file dsdata.txt to determine how the superseded data were derived.
 HU0344
 HU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6817559464(NAD 83)
 HU0344_MARKER: DS = TRIANGULATION STATION DISK
 HU0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0344_STAMPING: GUMBORO 1942
 HU0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0344+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0343 ***********************************************************************
 HU0343  DESIGNATION -  GUMBORO AZ MK
 HU0343  PID         -  HU0343
 HU0343  STATE/COUNTY-  DE/SUSSEX
 HU0343  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0343
 HU0343                         *CURRENT SURVEY CONTROL
 HU0343  ___________________________________________________________________
 HU0343* NAD 83(1986)-  38 28 34.     (N)    075 22 02.     (W)     SCALED    
 HU0343* NAVD 88     -        13.012  (meters)      42.69   (feet)  ADJUSTED  
 HU0343  ___________________________________________________________________
 HU0343  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU0343  DYNAMIC HT  -          13.004 (meters)      42.66  (feet)  COMP
 HU0343  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 HU0343
 HU0343  VERT ORDER  -  SECOND    CLASS 0
 HU0343
 HU0343.The horizontal coordinates were scaled from a topographic map and have
 HU0343.an estimated accuracy of +/- 6 seconds.
 HU0343
 HU0343.The orthometric height was determined by differential leveling
 HU0343.and adjusted in June 1991.
 HU0343
 HU0343.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0343
 HU0343  NGVD 29 (??/??/??)   13.253  (m)           43.48   (f) ADJUSTED    2 0
 HU0343
 HU0343.Superseded values are not recommended for survey control.
 HU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0343.See file dsdata.txt to determine how the superseded data were derived.
 HU0343
 HU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH679587(NAD 83)
 HU0343_MARKER: DZ = AZIMUTH MARK DISK
 HU0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0343_SP_SET: CULVERT
 HU0343_STAMPING: GUMBORO 1942
 HU0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0343
 HU0343  HISTORY     - Date     Condition        Report By
 HU0343  HISTORY     - 1942     MONUMENTED       CGS
 HU0343  HISTORY     - 19950808 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0346 ***********************************************************************
 HU0346  DESIGNATION -  GUMBORO RM 1
 HU0346  PID         -  HU0346
 HU0346  STATE/COUNTY-  DE/SUSSEX
 HU0346  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0346
 HU0346                         *CURRENT SURVEY CONTROL
 HU0346  ___________________________________________________________________
 HU0346* NAD 83(1986)-  38 28 58.     (N)    075 21 53.     (W)     SCALED    
 HU0346* NAVD 88     -        14.322  (meters)      46.99   (feet)  ADJUSTED  
 HU0346  ___________________________________________________________________
 HU0346  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0346  DYNAMIC HT  -          14.313 (meters)      46.96  (feet)  COMP
 HU0346  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0346
 HU0346  VERT ORDER  -  SECOND    CLASS 0
 HU0346
 HU0346.The horizontal coordinates were scaled from a topographic map and have
 HU0346.an estimated accuracy of +/- 6 seconds.
 HU0346
 HU0346.The orthometric height was determined by differential leveling
 HU0346.and adjusted in June 1991.
 HU0346
 HU0346.The geoid height was determined by GEOID03.
 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       -    53,590.      204,530.      MT  (+/- 180 meters Scaled)
 HU0346
 HU0346                          SUPERSEDED SURVEY CONTROL
 HU0346
 HU0346  NGVD 29 (??/??/??)   14.562  (m)           47.78   (f) ADJUSTED    2 0
 HU0346
 HU0346.Superseded values are not recommended for survey control.
 HU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0346.See file dsdata.txt to determine how the superseded data were derived.
 HU0346
 HU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH681594(NAD 83)
 HU0346_MARKER: DR = REFERENCE MARK DISK
 HU0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0346_SP_SET: FLAGPOLE
 HU0346_STAMPING: GUMBORO NO 1 1942
 HU0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0345 ***********************************************************************
 HU0345  DESIGNATION -  GUMBORO RM 2
 HU0345  PID         -  HU0345
 HU0345  STATE/COUNTY-  DE/SUSSEX
 HU0345  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0345
 HU0345                         *CURRENT SURVEY CONTROL
 HU0345  ___________________________________________________________________
 HU0345* NAD 83(1986)-  38 28 58.     (N)    075 21 53.     (W)     SCALED    
 HU0345* NAVD 88     -        13.543  (meters)      44.43   (feet)  ADJUSTED  
 HU0345  ___________________________________________________________________
 HU0345  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0345  DYNAMIC HT  -          13.535 (meters)      44.41  (feet)  COMP
 HU0345  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0345
 HU0345  VERT ORDER  -  SECOND    CLASS 0
 HU0345
 HU0345.The horizontal coordinates were scaled from a topographic map and have
 HU0345.an estimated accuracy of +/- 6 seconds.
 HU0345
 HU0345.The orthometric height was determined by differential leveling
 HU0345.and adjusted in June 1991.
 HU0345
 HU0345.The geoid height was determined by GEOID03.
 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       -    53,590.      204,530.      MT  (+/- 180 meters Scaled)
 HU0345
 HU0345                          SUPERSEDED SURVEY CONTROL
 HU0345
 HU0345  NGVD 29 (??/??/??)   13.784  (m)           45.22   (f) ADJUSTED    2 0
 HU0345
 HU0345.Superseded values are not recommended for survey control.
 HU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0345.See file dsdata.txt to determine how the superseded data were derived.
 HU0345
 HU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH681594(NAD 83)
 HU0345_MARKER: DR = REFERENCE MARK DISK
 HU0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0345_STAMPING: GUMBORO NO 2 1942
 HU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0345+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1295 ***********************************************************************
 JU1295  DESIGNATION -  H 12
 JU1295  PID         -  JU1295
 JU1295  STATE/COUNTY-  DE/KENT
 JU1295  USGS QUAD   -  WYOMING (1993)
 JU1295
 JU1295                         *CURRENT SURVEY CONTROL
 JU1295  ___________________________________________________________________
 JU1295* NAD 83(1986)-  39 04 36.     (N)    075 36 35.     (W)     SCALED    
 JU1295* NAVD 88     -        18.101  (meters)      59.39   (feet)  ADJUSTED  
 JU1295  ___________________________________________________________________
 JU1295  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 JU1295  DYNAMIC HT  -          18.091 (meters)      59.35  (feet)  COMP
 JU1295  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 JU1295
 JU1295  VERT ORDER  -  SECOND    CLASS 0
 JU1295
 JU1295.The horizontal coordinates were scaled from a topographic map and have
 JU1295.an estimated accuracy of +/- 6 seconds.
 JU1295
 JU1295.The orthometric height was determined by differential leveling
 JU1295.and adjusted in June 1991.
 JU1295
 JU1295.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1295
 JU1295  NGVD 29 (??/??/??)   18.339  (m)           60.17   (f) ADJUSTED    2 0
 JU1295
 JU1295.Superseded values are not recommended for survey control.
 JU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1295.See file dsdata.txt to determine how the superseded data were derived.
 JU1295
 JU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ472254(NAD 83)
 JU1295_MARKER: DB = BENCH MARK DISK
 JU1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1295_STAMPING: H 12 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1296 ***********************************************************************
 JU1296  DESIGNATION -  H 12 RESET 1960 DEDHT
 JU1296  PID         -  JU1296
 JU1296  STATE/COUNTY-  DE/KENT
 JU1296  USGS QUAD   -  WYOMING (1993)
 JU1296
 JU1296                         *CURRENT SURVEY CONTROL
 JU1296  ___________________________________________________________________
 JU1296* NAD 83(1986)-  39 04 36.     (N)    075 36 35.     (W)     SCALED    
 JU1296* NAVD 88     -        18.10   (meters)      59.4    (feet)  RESET     
 JU1296  ___________________________________________________________________
 JU1296  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 JU1296  VERT ORDER  -  THIRD
 JU1296
 JU1296.The horizontal coordinates were scaled from a topographic map and have
 JU1296.an estimated accuracy of +/- 6 seconds.
 JU1296
 JU1296.The orthometric height was computed from unverified reset data.
 JU1296.No vertical observational check was made to the station.
 JU1296
 JU1296.The geoid height was determined by GEOID03.
 JU1296
 JU1296;                    North         East    Units  Estimated Accuracy
 JU1296;SPC DE       -   119,530.      183,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1296.See file dsdata.txt to determine how the superseded data were derived.
 JU1296
 JU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ472254(NAD 83)
 JU1296_MARKER: DB = BENCH MARK DISK
 JU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1296_STAMPING: H 12 RESET 1960
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1236 ***********************************************************************
 JU1236  DESIGNATION -  H 13
 JU1236  PID         -  JU1236
 JU1236  STATE/COUNTY-  DE/KENT
 JU1236  USGS QUAD   -  MILLINGTON (1993)
 JU1236
 JU1236                         *CURRENT SURVEY CONTROL
 JU1236  ___________________________________________________________________
 JU1236* NAD 83(1991)-  39 15 28.66688(N)    075 45 25.02528(W)     ADJUSTED  
 JU1236* NAVD 88     -        19.708  (meters)      64.66   (feet)  ADJUSTED  
 JU1236  ___________________________________________________________________
 JU1236  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU1236  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU1236  DYNAMIC HT  -          19.698 (meters)      64.63  (feet)  COMP
 JU1236  MODELED GRAV-     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
 JU1236.and adjusted in June 1991.
 JU1236
 JU1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1236
 JU1236.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)   19.948  (m)           65.45   (f) ADJUSTED    2 0
 JU1236
 JU1236.Superseded values are not recommended for survey control.
 JU1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1236.See file dsdata.txt to determine how the superseded data were derived.
 JU1236
 JU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3469345677(NAD 83)
 JU1236_MARKER: DB = BENCH MARK DISK
 JU1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1236_STAMPING: H 13 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1241 ***********************************************************************
 JU1241  DESIGNATION -  H 14
 JU1241  PID         -  JU1241
 JU1241  STATE/COUNTY-  DE/KENT
 JU1241  USGS QUAD   -  DOVER (1993)
 JU1241
 JU1241                         *CURRENT SURVEY CONTROL
 JU1241  ___________________________________________________________________
 JU1241* NAD 83(1986)-  39 14 14.     (N)    075 30 48.     (W)     SCALED    
 JU1241* NAVD 88     -         4.052  (meters)      13.29   (feet)  ADJUSTED  
 JU1241  ___________________________________________________________________
 JU1241  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JU1241  DYNAMIC HT  -           4.050 (meters)      13.29  (feet)  COMP
 JU1241  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 JU1241
 JU1241  VERT ORDER  -  THIRD
 JU1241
 JU1241.The horizontal coordinates were scaled from a topographic map and have
 JU1241.an estimated accuracy of +/- 6 seconds.
 JU1241
 JU1241.The orthometric height was determined by differential leveling
 JU1241.and adjusted in June 1991.
 JU1241
 JU1241.The geoid height was determined by GEOID03.
 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       -   137,350.      191,650.      MT  (+/- 180 meters Scaled)
 JU1241
 JU1241                          SUPERSEDED SURVEY CONTROL
 JU1241
 JU1241  NGVD 29 (??/??/??)    4.269  (m)           14.01   (f) ADJUSTED    3 0
 JU1241
 JU1241.Superseded values are not recommended for survey control.
 JU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1241.See file dsdata.txt to determine how the superseded data were derived.
 JU1241
 JU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ556432(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1241+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1049 ***********************************************************************
 JU1049  DESIGNATION -  H 2 RESET 1965 DEDHT
 JU1049  PID         -  JU1049
 JU1049  STATE/COUNTY-  DE/KENT
 JU1049  USGS QUAD   -  FREDERICA (1993)
 JU1049
 JU1049                         *CURRENT SURVEY CONTROL
 JU1049  ___________________________________________________________________
 JU1049* NAD 83(1986)-  39 03 36.     (N)    075 24 06.     (W)     SCALED    
 JU1049* NAVD 88     -         1.48   (meters)       4.9    (feet)  RESET     
 JU1049  ___________________________________________________________________
 JU1049  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU1049  VERT ORDER  -  THIRD
 JU1049
 JU1049.The horizontal coordinates were scaled from a topographic map and have
 JU1049.an estimated accuracy of +/- 6 seconds.
 JU1049
 JU1049.The orthometric height was computed from unverified reset data.
 JU1049.No vertical observational check was made to the station.
 JU1049
 JU1049.The geoid height was determined by GEOID03.
 JU1049
 JU1049;                    North         East    Units  Estimated Accuracy
 JU1049;SPC DE       -   117,670.      201,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1049.See file dsdata.txt to determine how the superseded data were derived.
 JU1049
 JU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ652235(NAD 83)
 JU1049_MARKER: DB = BENCH MARK DISK
 JU1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1049_STAMPING: H 2 RESET 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1451 ***********************************************************************
 JU1451  DESIGNATION -  H 21
 JU1451  PID         -  JU1451
 JU1451  STATE/COUNTY-  DE/NEW CASTLE
 JU1451  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1451
 JU1451                         *CURRENT SURVEY CONTROL
 JU1451  ___________________________________________________________________
 JU1451* NAD 83(1986)-  39 46 37.     (N)    075 31 08.     (W)     SCALED    
 JU1451* NAVD 88     -        63.869  (meters)     209.54   (feet)  POSTED    
 JU1451  ___________________________________________________________________
 JU1451  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1451  DYNAMIC HT  -          63.840 (meters)     209.45  (feet)  COMP
 JU1451  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 JU1451
 JU1451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU1451
 JU1451.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU1451.rate of 0.0 thru 1.0 mm/km.
 JU1451
 JU1451.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1451
 JU1451  NGVD 29 (??/??/??)   64.217  (m)          210.69   (f) ADJUSTED    2 0
 JU1451
 JU1451.Superseded values are not recommended for survey control.
 JU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1451.See file dsdata.txt to determine how the superseded data were derived.
 JU1451
 JU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK555031(NAD 83)
 JU1451_MARKER: DB = BENCH MARK DISK
 JU1451_SETTING: 66 = SET IN ROCK OUTCROP
 JU1451_SP_SET: ROCK CUT
 JU1451_STAMPING: H 21 1959
 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 = MARCH  2, 2009
 JU1464 ***********************************************************************
 JU1464  DESIGNATION -  H 22
 JU1464  PID         -  JU1464
 JU1464  STATE/COUNTY-  DE/NEW CASTLE
 JU1464  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1464
 JU1464                         *CURRENT SURVEY CONTROL
 JU1464  ___________________________________________________________________
 JU1464* NAD 83(1986)-  39 41 54.     (N)    075 35 03.     (W)     SCALED    
 JU1464* NAVD 88     -         4.666  (meters)      15.31   (feet)  POSTED    
 JU1464  ___________________________________________________________________
 JU1464  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1464  DYNAMIC HT  -           4.660 (meters)      15.29  (feet)  COMP
 JU1464  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 JU1464
 JU1464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1464
 JU1464.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1464.rate of 2.1 thru 3.0 mm/km.
 JU1464
 JU1464.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1464
 JU1464  NGVD 29 (??/??/??)    5.020  (m)           16.47   (f) ADJUSTED    2 0
 JU1464
 JU1464.Superseded values are not recommended for survey control.
 JU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1464.See file dsdata.txt to determine how the superseded data were derived.
 JU1464
 JU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499944(NAD 83)
 JU1464_MARKER: DB = BENCH MARK DISK
 JU1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1464_SP_SET: STORM DRAIN COVER
 JU1464_STAMPING: H 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0118 ***********************************************************************
 HU0118  DESIGNATION -  H 27
 HU0118  PID         -  HU0118
 HU0118  STATE/COUNTY-  DE/SUSSEX
 HU0118  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0118
 HU0118                         *CURRENT SURVEY CONTROL
 HU0118  ___________________________________________________________________
 HU0118* NAD 83(1986)-  38 42 31.     (N)    075 05 33.     (W)     SCALED    
 HU0118* NAVD 88     -         5.933  (meters)      19.47   (feet)  ADJUSTED  
 HU0118  ___________________________________________________________________
 HU0118  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0118  DYNAMIC HT  -           5.930 (meters)      19.46  (feet)  COMP
 HU0118  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 HU0118
 HU0118  VERT ORDER  -  SECOND    CLASS 0
 HU0118
 HU0118.The horizontal coordinates were scaled from a topographic map and have
 HU0118.an estimated accuracy of +/- 6 seconds.
 HU0118
 HU0118.The orthometric height was determined by differential leveling
 HU0118.and adjusted in June 1991.
 HU0118
 HU0118.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0118
 HU0118  NGVD 29 (??/??/??)    6.168  (m)           20.24   (f) ADJUSTED    2 0
 HU0118
 HU0118.Superseded values are not recommended for survey control.
 HU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0118.See file dsdata.txt to determine how the superseded data were derived.
 HU0118
 HU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919844(NAD 83)
 HU0118_MARKER: DB = BENCH MARK DISK
 HU0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0118_SP_SET: BRIDGE
 HU0118_STAMPING: H 27 1962
 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 = MARCH  2, 2009
 HU2825 ***********************************************************************
 HU2825  DESIGNATION -  H 27 RESET
 HU2825  PID         -  HU2825
 HU2825  STATE/COUNTY-  DE/SUSSEX
 HU2825  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU2825
 HU2825                         *CURRENT SURVEY CONTROL
 HU2825  ___________________________________________________________________
 HU2825* NAD 83(1986)-  38 42 31.     (N)    075 05 33.     (W)     SCALED    
 HU2825* NAVD 88     -        12.68   (meters)      41.6    (feet)  RESET     
 HU2825  ___________________________________________________________________
 HU2825  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU2825  VERT ORDER  -  THIRD
 HU2825
 HU2825.The horizontal coordinates were scaled from a topographic map and have
 HU2825.an estimated accuracy of +/- 6 seconds.
 HU2825
 HU2825.The orthometric height was computed from unverified reset data.
 HU2825.No vertical observational check was made to the station.
 HU2825
 HU2825.The geoid height was determined by GEOID03.
 HU2825
 HU2825;                    North         East    Units  Estimated Accuracy
 HU2825;SPC DE       -    78,710.      228,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2825.See file dsdata.txt to determine how the superseded data were derived.
 HU2825
 HU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919844(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0080 ***********************************************************************
 HU0080  DESIGNATION -  H 29
 HU0080  PID         -  HU0080
 HU0080  STATE/COUNTY-  DE/SUSSEX
 HU0080  USGS QUAD   -  LEWES (1991)
 HU0080
 HU0080                         *CURRENT SURVEY CONTROL
 HU0080  ___________________________________________________________________
 HU0080* NAD 83(1986)-  38 45 06.     (N)    075 11 12.     (W)     SCALED    
 HU0080* NAVD 88     -         7.418  (meters)      24.34   (feet)  ADJUSTED  
 HU0080  ___________________________________________________________________
 HU0080  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0080  DYNAMIC HT  -           7.414 (meters)      24.32  (feet)  COMP
 HU0080  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 HU0080
 HU0080  VERT ORDER  -  FIRST     CLASS II
 HU0080
 HU0080.The horizontal coordinates were scaled from a topographic map and have
 HU0080.an estimated accuracy of +/- 6 seconds.
 HU0080
 HU0080.The orthometric height was determined by differential leveling
 HU0080.and adjusted in July 2002.
 HU0080
 HU0080.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0080;SPC DE       -    83,460.      219,990.      MT  (+/- 180 meters Scaled)
 HU0080
 HU0080                          SUPERSEDED SURVEY CONTROL
 HU0080
 HU0080  NAVD 88 (06/15/91)    7.426  (m)           24.36   (f) UNKNOWN     1 2
 HU0080  NGVD 29 (??/??/??)    7.664  (m)           25.14   (f) ADJUSTED    1 2
 HU0080
 HU0080.Superseded values are not recommended for survey control.
 HU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0080.See file dsdata.txt to determine how the superseded data were derived.
 HU0080
 HU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH837892(NAD 83)
 HU0080_MARKER: DB = BENCH MARK DISK
 HU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0080_STAMPING: H 29 1962
 HU0080_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 HU0080+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1995
 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
 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'CONSUMER GRADE GPS COORDINATES (HH2) 38 45 05.7 N, 075 11 14.8 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0043 ***********************************************************************
 HU0043  DESIGNATION -  H 30
 HU0043  PID         -  HU0043
 HU0043  STATE/COUNTY-  DE/SUSSEX
 HU0043  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0043
 HU0043                         *CURRENT SURVEY CONTROL
 HU0043  ___________________________________________________________________
 HU0043* NAD 83(1986)-  38 55 42.     (N)    075 21 43.     (W)     SCALED    
 HU0043* NAVD 88     -         4.564  (meters)      14.97   (feet)  ADJUSTED  
 HU0043  ___________________________________________________________________
 HU0043  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0043  DYNAMIC HT  -           4.562 (meters)      14.97  (feet)  COMP
 HU0043  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 HU0043
 HU0043  VERT ORDER  -  SECOND    CLASS 0
 HU0043
 HU0043.The horizontal coordinates were scaled from a topographic map and have
 HU0043.an estimated accuracy of +/- 6 seconds.
 HU0043
 HU0043.The orthometric height was determined by differential leveling
 HU0043.and adjusted in June 1991.
 HU0043
 HU0043.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0043
 HU0043  NGVD 29 (??/??/??)    4.806  (m)           15.77   (f) ADJUSTED    2 0
 HU0043
 HU0043.Superseded values are not recommended for survey control.
 HU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0043.See file dsdata.txt to determine how the superseded data were derived.
 HU0043
 HU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ686088(NAD 83)
 HU0043_MARKER: DB = BENCH MARK DISK
 HU0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0043_SP_SET: FOUNDATION
 HU0043_STAMPING: H 30 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0400 ***********************************************************************
 HU0400  DESIGNATION -  H 33
 HU0400  PID         -  HU0400
 HU0400  STATE/COUNTY-  DE/SUSSEX
 HU0400  USGS QUAD   -  DELMAR (1992)
 HU0400
 HU0400                         *CURRENT SURVEY CONTROL
 HU0400  ___________________________________________________________________
 HU0400* NAD 83(1986)-  38 29 12.     (N)    075 34 30.     (W)     SCALED    
 HU0400* NAVD 88     -        14.137  (meters)      46.38   (feet)  ADJUSTED  
 HU0400  ___________________________________________________________________
 HU0400  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0400  DYNAMIC HT  -          14.128 (meters)      46.35  (feet)  COMP
 HU0400  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 HU0400
 HU0400  VERT ORDER  -  FIRST     CLASS I
 HU0400
 HU0400.The horizontal coordinates were scaled from a topographic map and have
 HU0400.an estimated accuracy of +/- 6 seconds.
 HU0400
 HU0400.The orthometric height was determined by differential leveling
 HU0400.and adjusted in June 1991.
 HU0400
 HU0400.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0400
 HU0400  NGVD 29 (??/??/??)   14.388  (m)           47.20   (f) ADJUSTED    1 1
 HU0400
 HU0400.Superseded values are not recommended for survey control.
 HU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0400.See file dsdata.txt to determine how the superseded data were derived.
 HU0400
 HU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH498599(NAD 83)
 HU0400_MARKER: DB = BENCH MARK DISK
 HU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0400_STAMPING: H 33 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0402 ***********************************************************************
 HU0402  DESIGNATION -  H 34
 HU0402  PID         -  HU0402
 HU0402  STATE/COUNTY-  DE/SUSSEX
 HU0402  USGS QUAD   -  DELMAR (1992)
 HU0402
 HU0402                         *CURRENT SURVEY CONTROL
 HU0402  ___________________________________________________________________
 HU0402* NAD 83(1991)-  38 27 23.35785(N)    075 34 41.00044(W)     ADJUSTED  
 HU0402* NAVD 88     -        16.343  (meters)      53.62   (feet)  ADJUSTED  
 HU0402  ___________________________________________________________________
 HU0402  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HU0402  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU0402  DYNAMIC HT  -          16.333 (meters)      53.59  (feet)  COMP
 HU0402  MODELED GRAV-     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
 HU0402.and adjusted in June 1991.
 HU0402
 HU0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0402
 HU0402.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 HU0402.to the IGSN71 gravity network.
 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                          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)   16.596  (m)           54.45   (f) ADJUSTED    1 1
 HU0402
 HU0402.Superseded values are not recommended for survey control.
 HU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0402.See file dsdata.txt to determine how the superseded data were derived.
 HU0402
 HU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4956456624(NAD 83)
 HU0402_MARKER: DB = BENCH MARK DISK
 HU0402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0402_SP_SET: COPPER-CLAD STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1126 ***********************************************************************
 JU1126  DESIGNATION -  H 35
 JU1126  PID         -  JU1126
 JU1126  STATE/COUNTY-  DE/KENT
 JU1126  USGS QUAD   -  WYOMING (1993)
 JU1126
 JU1126                         *CURRENT SURVEY CONTROL
 JU1126  ___________________________________________________________________
 JU1126* NAD 83(1986)-  39 01 05.33   (N)    075 34 31.02   (W)     HD_HELD1  
 JU1126* NAVD 88     -        19.020  (meters)      62.40   (feet)  ADJUSTED  
 JU1126  ___________________________________________________________________
 JU1126  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU1126  DYNAMIC HT  -          19.009 (meters)      62.37  (feet)  COMP
 JU1126  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 JU1126
 JU1126  VERT ORDER  -  FIRST     CLASS I
 JU1126
 JU1126.The horizontal coordinates were established by differentially corrected
 JU1126.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1126
 JU1126.The orthometric height was determined by differential leveling
 JU1126.and adjusted in June 1991.
 JU1126
 JU1126.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1126;SPC DE       -   113,032.0     186,263.2     MT  (+/- 3 meters HH1 GPS) 
 JU1126
 JU1126                          SUPERSEDED SURVEY CONTROL
 JU1126
 JU1126  NGVD 29 (??/??/??)   19.260  (m)           63.19   (f) ADJUSTED    1 1
 JU1126
 JU1126.Superseded values are not recommended for survey control.
 JU1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1126.See file dsdata.txt to determine how the superseded data were derived.
 JU1126
 JU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5019818948(NAD 83)
 JU1126_MARKER: DB = BENCH MARK DISK
 JU1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1126_STAMPING: H 35 1963
 JU1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1126+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1013 ***********************************************************************
 JU1013  DESIGNATION -  H 37
 JU1013  PID         -  JU1013
 JU1013  STATE/COUNTY-  DE/KENT
 JU1013  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1013
 JU1013                         *CURRENT SURVEY CONTROL
 JU1013  ___________________________________________________________________
 JU1013* NAD 83(1986)-  39 18 39.     (N)    075 29 58.     (W)     SCALED    
 JU1013* NAVD 88     -         1.297  (meters)       4.26   (feet)  ADJUSTED  
 JU1013  ___________________________________________________________________
 JU1013  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU1013  DYNAMIC HT  -           1.296 (meters)       4.25  (feet)  COMP
 JU1013  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 JU1013
 JU1013  VERT ORDER  -  FIRST     CLASS I
 JU1013
 JU1013.The horizontal coordinates were scaled from a topographic map and have
 JU1013.an estimated accuracy of +/- 6 seconds.
 JU1013
 JU1013.The orthometric height was determined by differential leveling
 JU1013.and adjusted in June 1991.
 JU1013
 JU1013.The geoid height was determined by GEOID03.
 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       -   145,520.      192,860.      MT  (+/- 180 meters Scaled)
 JU1013
 JU1013                          SUPERSEDED SURVEY CONTROL
 JU1013
 JU1013  NGVD 29 (??/??/??)    1.536  (m)            5.04   (f) ADJUSTED    1 1
 JU1013
 JU1013.Superseded values are not recommended for survey control.
 JU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1013.See file dsdata.txt to determine how the superseded data were derived.
 JU1013
 JU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ569513(NAD 83)
 JU1013_MARKER: DB = BENCH MARK DISK
 JU1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1013_SP_SET: CONCRETE POST
 JU1013_STAMPING: H 37 1963
 JU1013_MARK LOGO: CGS   
 JU1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1013+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1933 ***********************************************************************
 JU1933  DESIGNATION -  H 38
 JU1933  PID         -  JU1933
 JU1933  STATE/COUNTY-  DE/NEW CASTLE
 JU1933  USGS QUAD   -  SAINT GEORGES (1993)
 JU1933
 JU1933                         *CURRENT SURVEY CONTROL
 JU1933  ___________________________________________________________________
 JU1933* NAD 83(1986)-  39 32 02.2    (N)    075 42 17.7    (W)     HD_HELD2  
 JU1933* NAVD 88     -        16.730  (meters)      54.89   (feet)  ADJUSTED  
 JU1933  ___________________________________________________________________
 JU1933  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU1933  DYNAMIC HT  -          16.722 (meters)      54.86  (feet)  COMP
 JU1933  MODELED GRAV-     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
 JU1933.and adjusted in June 1991.
 JU1933
 JU1933.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1933
 JU1933  NGVD 29 (??/??/??)   16.969  (m)           55.67   (f) ADJUSTED    1 1
 JU1933
 JU1933.Superseded values are not recommended for survey control.
 JU1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1933.See file dsdata.txt to determine how the superseded data were derived.
 JU1933
 JU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3942176269(NAD 83)
 JU1933_MARKER: DB = BENCH MARK DISK
 JU1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1933_STAMPING: H 38 1963
 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 - August 17, 2005
 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
 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.  HANDHELD COORDINATES ARE
 JU1933'N39-32-02.22 W075-42-17.70.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1365 ***********************************************************************
 JU1365  DESIGNATION -  H 39
 JU1365  PID         -  JU1365
 JU1365  STATE/COUNTY-  DE/NEW CASTLE
 JU1365  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1365
 JU1365                         *CURRENT SURVEY CONTROL
 JU1365  ___________________________________________________________________
 JU1365* NAD 83(1986)-  39 45 10.     (N)    075 30 17.     (W)     SCALED    
 JU1365* NAVD 88     -         2.965  (meters)       9.73   (feet)  ADJUSTED  
 JU1365  ___________________________________________________________________
 JU1365  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU1365  DYNAMIC HT  -           2.963 (meters)       9.72  (feet)  COMP
 JU1365  MODELED GRAV-     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 topographic map and have
 JU1365.an estimated accuracy of +/- 6 seconds.
 JU1365
 JU1365.The orthometric height was determined by differential leveling
 JU1365.and adjusted in June 1991.
 JU1365
 JU1365.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 JU1365
 JU1365  NGVD 29 (??/??/??)    3.230  (m)           10.60   (f) ADJUSTED    1 1
 JU1365
 JU1365.Superseded values are not recommended for survey control.
 JU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1365.See file dsdata.txt to determine how the superseded data were derived.
 JU1365
 JU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK567004(NAD 83)
 JU1365_MARKER: DB = BENCH MARK DISK
 JU1365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1365_SP_SET: 32 FEET
 JU1365_STAMPING: H 39 1963
 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 = MARCH  2, 2009
 JU2197 ***********************************************************************
 JU2197  DESIGNATION -  H 41
 JU2197  PID         -  JU2197
 JU2197  STATE/COUNTY-  DE/NEW CASTLE
 JU2197  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2197
 JU2197                         *CURRENT SURVEY CONTROL
 JU2197  ___________________________________________________________________
 JU2197* NAD 83(1986)-  39 40 07.     (N)    075 34 56.     (W)     SCALED    
 JU2197* NAVD 88     -         8.445  (meters)      27.71   (feet)  ADJUSTED  
 JU2197  ___________________________________________________________________
 JU2197  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2197  DYNAMIC HT  -           8.441 (meters)      27.69  (feet)  COMP
 JU2197  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 JU2197
 JU2197  VERT ORDER  -  FIRST     CLASS II
 JU2197
 JU2197.The horizontal coordinates were scaled from a topographic map and have
 JU2197.an estimated accuracy of +/- 6 seconds.
 JU2197
 JU2197.The orthometric height was determined by differential leveling
 JU2197.and adjusted in June 1991.
 JU2197
 JU2197.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2197
 JU2197.No superseded survey control is available for this station.
 JU2197
 JU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500911(NAD 83)
 JU2197_MARKER: DB = BENCH MARK DISK
 JU2197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2197_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6530 ***********************************************************************
 DK6530  DESIGNATION -  H 43
 DK6530  PID         -  DK6530
 DK6530  STATE/COUNTY-  DE/SUSSEX
 DK6530  USGS QUAD   -  ELLENDALE (1992)
 DK6530
 DK6530                         *CURRENT SURVEY CONTROL
 DK6530  ___________________________________________________________________
 DK6530* NAD 83(1986)-  38 49 14.     (N)    075 26 21.     (W)     SCALED    
 DK6530* NAVD 88     -        14.788  (meters)      48.52   (feet)  ADJUSTED  
 DK6530  ___________________________________________________________________
 DK6530  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DK6530  DYNAMIC HT  -          14.779 (meters)      48.49  (feet)  COMP
 DK6530  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 DK6530
 DK6530  VERT ORDER  -  SECOND    CLASS II
 DK6530
 DK6530.The horizontal coordinates were scaled from a topographic map and have
 DK6530.an estimated accuracy of +/- 6 seconds.
 DK6530
 DK6530.The orthometric height was determined by differential leveling
 DK6530.and adjusted in September 2008.
 DK6530.No vertical observational check was made to the station.
 DK6530
 DK6530.The geoid height was determined by GEOID03.
 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       -    91,090.      198,050.      MT  (+/- 180 meters Scaled)
 DK6530
 DK6530                          SUPERSEDED SURVEY CONTROL
 DK6530
 DK6530.No superseded survey control is available for this station.
 DK6530
 DK6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH618969(NAD 83)
 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 - July 15, 2008
 DK6530
 DK6530  HISTORY     - Date     Condition        Report By
 DK6530  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6530  HISTORY     - 20080715 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1545 ***********************************************************************
 HU1545  DESIGNATION -  HALL
 HU1545  PID         -  HU1545
 HU1545  STATE/COUNTY-  DE/SUSSEX
 HU1545  USGS QUAD   -  SELBYVILLE (1992)
 HU1545
 HU1545                         *CURRENT SURVEY CONTROL
 HU1545  ___________________________________________________________________
 HU1545* NAD 83(1991)-  38 27 04.63840(N)    075 08 21.89890(W)     ADJUSTED  
 HU1545* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 HU1545  ___________________________________________________________________
 HU1545  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HU1545  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1545
 HU1545.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1545
 HU1545.Superseded values are not recommended for survey control.
 HU1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1545.See file dsdata.txt to determine how the superseded data were derived.
 HU1545
 HU1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8783555898(NAD 83)
 HU1545_MARKER: DS = TRIANGULATION STATION DISK
 HU1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1545_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU2530 ***********************************************************************
 JU2530  DESIGNATION -  HALLECK
 JU2530  PID         -  JU2530
 JU2530  STATE/COUNTY-  DE/NEW CASTLE
 JU2530  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2530
 JU2530                         *CURRENT SURVEY CONTROL
 JU2530  ___________________________________________________________________
 JU2530* NAD 83(1991)-  39 43 27.80514(N)    075 33 21.12905(W)     ADJUSTED  
 JU2530* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 JU2530  ___________________________________________________________________
 JU2530  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU2530  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2530
 JU2530.The geoid height was determined by GEOID03.
 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       -   1.00000359  x   0.99999675  =   1.00000034
 JU2530!SPC NJ       -   1.00000359  x   1.00000084  =   1.00000443
 JU2530!UTM  18      -   1.00000359  x   0.99962794  =   0.99963153
 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    3  
 JU2530
 JU2530.Superseded values are not recommended for survey control.
 JU2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2530.See file dsdata.txt to determine how the superseded data were derived.
 JU2530
 JU2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5236197316(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3671 ***********************************************************************
 JU3671  DESIGNATION -  HAMBURG USE 1932
 JU3671  PID         -  JU3671
 JU3671  STATE/COUNTY-  DE/NEW CASTLE
 JU3671  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3671
 JU3671                         *CURRENT SURVEY CONTROL
 JU3671  ___________________________________________________________________
 JU3671* NAD 83(1991)-  39 37 40.79904(N)    075 36 26.58086(W)     ADJUSTED  
 JU3671* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3671  ___________________________________________________________________
 JU3671  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JU3671  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3671
 JU3671.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3671.See file dsdata.txt to determine how the superseded data were derived.
 JU3671
 JU3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4787386646(NAD 83)
 JU3671_MARKER: Z = SEE DESCRIPTION
 JU3671_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3671_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3671_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = MARCH  2, 2009
 JU1687 ***********************************************************************
 JU1687  DESIGNATION -  HANCE
 JU1687  PID         -  JU1687
 JU1687  STATE/COUNTY-  DE/NEW CASTLE
 JU1687  USGS QUAD   -  NEWARK EAST (1993)
 JU1687
 JU1687                         *CURRENT SURVEY CONTROL
 JU1687  ___________________________________________________________________
 JU1687* NAD 83(1991)-  39 40 04.09815(N)    075 39 32.01293(W)     ADJUSTED  
 JU1687* NAVD 88     -        23.585  (meters)      77.38   (feet)  ADJUSTED  
 JU1687  ___________________________________________________________________
 JU1687  X           -   1,217,745.599 (meters)                     COMP
 JU1687  Y           -  -4,763,125.785 (meters)                     COMP
 JU1687  Z           -   4,049,656.224 (meters)                     COMP
 JU1687  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JU1687  ELLIP HEIGHT-          -9.288 (meters)          (09/01/99) ADJUSTED
 JU1687  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1687  DYNAMIC HT  -          23.574 (meters)      77.34  (feet)  COMP
 JU1687  MODELED GRAV-     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
 JU1687.and adjusted in June 1991.
 JU1687
 JU1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1687
 JU1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1687
 JU1687.The ellipsoidal height was determined by GPS observations
 JU1687.and is referenced to NAD 83.
 JU1687
 JU1687.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 11253     |
 JU1687| JU3812 CHRISTIANA 1933                     477.671 METERS 1544253.9 |
 JU1687| JU3814 PINESWAMP                           APPROX. 2.0 KM 2942814.1 |
 JU1687| JU1688 HANCE RM 3                           33.016 METERS 35859     |
 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 (??/??/??)   23.930  (m)           78.51   (f) ADJUSTED    2 0
 JU1687
 JU1687.Superseded values are not recommended for survey control.
 JU1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1687.See file dsdata.txt to determine how the superseded data were derived.
 JU1687
 JU1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4348591095(NAD 83)
 JU1687_MARKER: DS = TRIANGULATION STATION DISK
 JU1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1687_STAMPING: HANCE 1933
 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 = MARCH  2, 2009
 JU1686 ***********************************************************************
 JU1686  DESIGNATION -  HANCE RM 2
 JU1686  PID         -  JU1686
 JU1686  STATE/COUNTY-  DE/NEW CASTLE
 JU1686  USGS QUAD   -  NEWARK EAST (1993)
 JU1686
 JU1686                         *CURRENT SURVEY CONTROL
 JU1686  ___________________________________________________________________
 JU1686* NAD 83(1986)-  39 40 03.     (N)    075 39 32.     (W)     SCALED    
 JU1686* NAVD 88     -        23.715  (meters)      77.81   (feet)  ADJUSTED  
 JU1686  ___________________________________________________________________
 JU1686  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1686  DYNAMIC HT  -          23.703 (meters)      77.77  (feet)  COMP
 JU1686  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU1686
 JU1686  VERT ORDER  -  SECOND    CLASS 0
 JU1686
 JU1686.The horizontal coordinates were scaled from a topographic map and have
 JU1686.an estimated accuracy of +/- 6 seconds.
 JU1686
 JU1686.The orthometric height was determined by differential leveling
 JU1686.and adjusted in June 1991.
 JU1686
 JU1686.The geoid height was determined by GEOID03.
 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       -   185,140.      179,220.      MT  (+/- 180 meters Scaled)
 JU1686
 JU1686                          SUPERSEDED SURVEY CONTROL
 JU1686
 JU1686  NGVD 29 (??/??/??)   24.060  (m)           78.94   (f) ADJUSTED    2 0
 JU1686
 JU1686.Superseded values are not recommended for survey control.
 JU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1686.See file dsdata.txt to determine how the superseded data were derived.
 JU1686
 JU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ434910(NAD 83)
 JU1686_MARKER: DR = REFERENCE MARK DISK
 JU1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1686_STAMPING: HANCE NO 2 1933
 JU1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1686+STABILITY: SURFACE MOTION
 JU1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1686+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1688 ***********************************************************************
 JU1688  DESIGNATION -  HANCE RM 3
 JU1688  PID         -  JU1688
 JU1688  STATE/COUNTY-  DE/NEW CASTLE
 JU1688  USGS QUAD   -  NEWARK EAST (1993)
 JU1688
 JU1688                         *CURRENT SURVEY CONTROL
 JU1688  ___________________________________________________________________
 JU1688* NAD 83(1986)-  39 40 03.     (N)    075 39 32.     (W)     SCALED    
 JU1688* NAVD 88     -        23.390  (meters)      76.74   (feet)  ADJUSTED  
 JU1688  ___________________________________________________________________
 JU1688  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1688  DYNAMIC HT  -          23.379 (meters)      76.70  (feet)  COMP
 JU1688  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU1688
 JU1688  VERT ORDER  -  SECOND    CLASS 0
 JU1688
 JU1688.The horizontal coordinates were scaled from a topographic map and have
 JU1688.an estimated accuracy of +/- 6 seconds.
 JU1688
 JU1688.The orthometric height was determined by differential leveling
 JU1688.and adjusted in June 1991.
 JU1688
 JU1688.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1688;SPC DE       -   185,140.      179,220.      MT  (+/- 180 meters Scaled)
 JU1688
 JU1688                          SUPERSEDED SURVEY CONTROL
 JU1688
 JU1688  NGVD 29 (??/??/??)   23.735  (m)           77.87   (f) ADJUSTED    2 0
 JU1688
 JU1688.Superseded values are not recommended for survey control.
 JU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1688.See file dsdata.txt to determine how the superseded data were derived.
 JU1688
 JU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ434910(NAD 83)
 JU1688_MARKER: DR = REFERENCE MARK DISK
 JU1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1688_STAMPING: HANCE NO 3 1933
 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 - October 27, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1375 ***********************************************************************
 HU1375  DESIGNATION -  HAPPY
 HU1375  PID         -  HU1375
 HU1375  STATE/COUNTY-  DE/SUSSEX
 HU1375  USGS QUAD   -  BETHANY BEACH (1991)
 HU1375
 HU1375                         *CURRENT SURVEY CONTROL
 HU1375  ___________________________________________________________________
 HU1375* NAD 83(1991)-  38 36 24.22157(N)    075 03 51.67321(W)     ADJUSTED  
 HU1375* NAVD 88     -         1.20   (+/-2cm)       3.9    (feet)  VERTCON   
 HU1375  ___________________________________________________________________
 HU1375  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HU1375  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1375
 HU1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1375
 HU1375.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)    1.44   (m)            4.7    (f) LEVELING    3  
 HU1375
 HU1375.Superseded values are not recommended for survey control.
 HU1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1375.See file dsdata.txt to determine how the superseded data were derived.
 HU1375
 HU1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9439773138(NAD 83)
 HU1375_MARKER: DS = TRIANGULATION STATION DISK
 HU1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 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  USGS QUAD   -  MARCUS HOOK (1993)
 JU4112
 JU4112                         *CURRENT SURVEY CONTROL
 JU4112  ___________________________________________________________________
 JU4112* NAD 83(2007)-  39 48 12.02473(N)    075 28 48.97100(W)     ADJUSTED  
 JU4112* NAVD 88     -        63.12   (meters)     207.1    (feet)  RESET     
 JU4112  ___________________________________________________________________
 JU4112  EPOCH DATE  -        2002.00
 JU4112  X           -   1,230,184.806 (meters)                     COMP
 JU4112  Y           -  -4,750,023.254 (meters)                     COMP
 JU4112  Z           -   4,061,253.754 (meters)                     COMP
 JU4112  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU4112  ELLIP HEIGHT-          30.204 (meters)          (02/10/07) ADJUSTED
 JU4112  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU4112
 JU4112  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4112  Type    PID    Designation                      North   East  Ellip
 JU4112  -------------------------------------------------------------------
 JU4112  NETWORK JU4112 HAR 2                             0.55   0.37   1.20
 JU4112  -------------------------------------------------------------------
 JU4112  VERT ORDER  -  THIRD
 JU4112
 JU4112.The horizontal coordinates were established by GPS observations
 JU4112.and adjusted by the National Geodetic Survey in February 2007.
 JU4112
 JU4112.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4112.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4112.The horizontal coordinates are valid at the epoch date displayed above.
 JU4112.The epoch date for horizontal control is a decimal equivalence
 JU4112.of Year/Month/Day.
 JU4112
 JU4112.The orthometric height was computed from unverified reset data.
 JU4112.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 JU4112
 JU4112.The ellipsoidal height was determined by GPS observations
 JU4112.and is referenced to NAD 83.
 JU4112
 JU4112.The geoid height was determined by GEOID03.
 JU4112
 JU4112;                    North         East     Units Scale Factor Converg.
 JU4112;SPC DE       -   200,196.269   194,553.168   MT  0.99999537   -0 02 26.6
 JU4112;SPC DE       -   656,810.59    638,296.52   sFT  0.99999537   -0 02 26.6
 JU4112;SPC NJ       -   108,140.616    66,058.990   MT  0.99998672   -0 37 39.2
 JU4112;SPC NJ       -   354,791.34    216,728.54   sFT  0.99998672   -0 37 39.2
 JU4112;SPC PA S     -    54,685.107   794,358.944   MT  1.00002287   +1 28 21.3
 JU4112;SPC PA S     -   179,412.72  2,606,159.30   sFT  1.00002287   +1 28 21.3
 JU4112;UTM  18      - 4,406,040.583   458,886.869   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|---------------------------------------------------------------------|
 JU4112| PID    Reference Object                     Distance      Geod. Az  |
 JU4112|                                                           dddmmss.s |
 JU4112| JU4114 HAR 2 RM 1                           24.956 METERS 06325     |
 JU4112| JU4113 HAR 2 RM 2                           22.464 METERS 13122     |
 JU4112| AF7885 HAR 2 AZ MK                         APPROX. 0.8 KM 2232626.5 |
 JU4112| JU0909 HAR                                 115.252 METERS 32348     |
 JU4112|---------------------------------------------------------------------|
 JU4112
 JU4112                          SUPERSEDED SURVEY CONTROL
 JU4112
 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  NGVD 29 (05/17/01)   63.46   (m)          208.2    (f) RESET       3  
 JU4112
 JU4112.Superseded values are not recommended for survey control.
 JU4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4112.See file dsdata.txt to determine how the superseded data were derived.
 JU4112
 JU4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5888706041(NAD 83)
 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 - February 11, 2008
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7885 ***********************************************************************
 AF7885  DESIGNATION -  HAR 2 AZ MK
 AF7885  PID         -  AF7885
 AF7885  STATE/COUNTY-  DE/NEW CASTLE
 AF7885  USGS QUAD   -  MARCUS HOOK (1993)
 AF7885
 AF7885                         *CURRENT SURVEY CONTROL
 AF7885  ___________________________________________________________________
 AF7885* NAD 83(1991)-  39 47 54.06212(N)    075 29 11.02306(W)     ADJUSTED  
 AF7885* NAVD 88     -        60.3    (meters)     198.     (feet)  VERT ANG  
 AF7885  ___________________________________________________________________
 AF7885  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AF7885  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7885
 AF7885.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5835905490(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4114 ***********************************************************************
 JU4114  DESIGNATION -  HAR 2 RM 1
 JU4114  PID         -  JU4114
 JU4114  STATE/COUNTY-  DE/NEW CASTLE
 JU4114  USGS QUAD   -  MARCUS HOOK (1993)
 JU4114
 JU4114                         *CURRENT SURVEY CONTROL
 JU4114  ___________________________________________________________________
 JU4114* NAD 83(1991)-  39 48 12.38687(N)    075 28 48.03284(W)     ADJUSTED  
 JU4114* NAVD 88     -        62.83   (meters)     206.1    (feet)  RESET     
 JU4114  ___________________________________________________________________
 JU4114  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU4114  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.No vertical observational check was made to the station.
 JU4114
 JU4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4114
 JU4114.The geoid height was determined by GEOID03.
 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       -   0.99999530  x   0.99999536  =   0.99999066
 JU4114!UTM  18      -   0.99999530  x   0.99962079  =   0.99961609
 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|---------------------------------------------------------------------|
 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                                24.956 METERS 24325     |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4114.See file dsdata.txt to determine how the superseded data were derived.
 JU4114
 JU4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5890906052(NAD 83)
 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 NOT SUITABLE FOR
 JU4114+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4113 ***********************************************************************
 JU4113  DESIGNATION -  HAR 2 RM 2
 JU4113  PID         -  JU4113
 JU4113  STATE/COUNTY-  DE/NEW CASTLE
 JU4113  USGS QUAD   -  MARCUS HOOK (1993)
 JU4113
 JU4113                         *CURRENT SURVEY CONTROL
 JU4113  ___________________________________________________________________
 JU4113* NAD 83(1991)-  39 48 11.54344(N)    075 28 48.26219(W)     ADJUSTED  
 JU4113* NAVD 88     -        62.04   (meters)     203.5    (feet)  RESET     
 JU4113  ___________________________________________________________________
 JU4113  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU4113  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.No vertical observational check was made to the station.
 JU4113
 JU4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4113
 JU4113.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4113.See file dsdata.txt to determine how the superseded data were derived.
 JU4113
 JU4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5890406026(NAD 83)
 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
 JU4113  HISTORY     - Date     Condition        Report By
 JU4113  HISTORY     - 1985     MONUMENTED       NGS
 JU4113  HISTORY     - 19850615 GOOD             NGS
 JU4113  HISTORY     - 19971018 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1424 ***********************************************************************
 HU1424  DESIGNATION -  HARBESON RESET
 HU1424  PID         -  HU1424
 HU1424  STATE/COUNTY-  DE/SUSSEX
 HU1424  USGS QUAD   -  HARBESON (1992)
 HU1424
 HU1424                         *CURRENT SURVEY CONTROL
 HU1424  ___________________________________________________________________
 HU1424* NAD 83(1991)-  38 43 24.77968(N)    075 17 13.42764(W)     ADJUSTED  
 HU1424* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 HU1424  ___________________________________________________________________
 HU1424  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HU1424  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1424
 HU1424.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1424.See file dsdata.txt to determine how the superseded data were derived.
 HU1424
 HU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7504686138(NAD 83)
 HU1424_MARKER: DS = TRIANGULATION STATION DISK
 HU1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1335 ***********************************************************************
 HU1335  DESIGNATION -  HARBOR OF REFUGE LH NEW
 HU1335  PID         -  HU1335
 HU1335  STATE/COUNTY-  DE/SUSSEX
 HU1335  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1335
 HU1335                         *CURRENT SURVEY CONTROL
 HU1335  ___________________________________________________________________
 HU1335* NAD 83(1991)-  38 48 52.24299(N)    075 05 32.63631(W)     ADJUSTED  
 HU1335* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1335  ___________________________________________________________________
 HU1335  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HU1335  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1335
 HU1335.The geoid height was determined by GEOID03.
 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       -  NEW TANK                                 032 53 08.1
 HU1335:UTM  18      -  NEW TANK                                 033 08 48.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1335.See file dsdata.txt to determine how the superseded data were derived.
 HU1335
 HU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9197896197(NAD 83)
 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 = MARCH  2, 2009
 HU1334 ***********************************************************************
 HU1334  DESIGNATION -  HARBOR OF REFUGE LIGHTHOUSE
 HU1334  PID         -  HU1334
 HU1334  STATE/COUNTY-  DE/SUSSEX
 HU1334  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1334
 HU1334                         *CURRENT SURVEY CONTROL
 HU1334  ___________________________________________________________________
 HU1334* NAD 83(1991)-  38 48 52.24935(N)    075 05 32.63385(W)     ADJUSTED  
 HU1334* NAVD 88     -              **(meters)            **(feet)            
 HU1334  ___________________________________________________________________
 HU1334  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HU1334  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU1334  HORZ ORDER  -  THIRD
 HU1334
 HU1334.The horizontal coordinates were established by classical geodetic methods
 HU1334.and adjusted by the National Geodetic Survey in January 1992.
 HU1334
 HU1334
 HU1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1334
 HU1334.The geoid height was determined by GEOID03.
 HU1334
 HU1334;                    North         East     Units Scale Factor Converg.
 HU1334;SPC DE       -    90,463.945   228,163.288   MT  1.00000476   +0 12 11.7
 HU1334;SPC DE       -   296,797.13    748,565.72   sFT  1.00000476   +0 12 11.7
 HU1334;SPC NJ       -     1,922.291    98,553.897   MT  0.99993258   -0 22 16.8
 HU1334;SPC NJ       -     6,306.72    323,338.91   sFT  0.99993258   -0 22 16.8
 HU1334;UTM  18      - 4,296,197.352   491,978.221   MT  0.99960079   -0 03 28.5
 HU1334
 HU1334                          SUPERSEDED SURVEY CONTROL
 HU1334
 HU1334  NAD 83(1986)-  38 48 52.23704(N)    075 05 32.64115(W) AD(       ) 4
 HU1334  NAD 27      -  38 48 51.83400(N)    075 05 33.98900(W) AD(       ) 3
 HU1334
 HU1334.Superseded values are not recommended for survey control.
 HU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1334.See file dsdata.txt to determine how the superseded data were derived.
 HU1334
 HU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9197896197(NAD 83)
 HU1334_MARKER: 13 = LIGHTHOUSE
 HU1334
 HU1334  HISTORY     - Date     Condition        Report By
 HU1334  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1334  HISTORY     - 1920     SEE DESCRIPTION  CGS
 HU1334  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1334
 HU1334                          STATION DESCRIPTION
 HU1334
 HU1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1334'NOT DESCRIBED.  LIGHTHOUSE STANDING AND USED AS A HYDROGRAPHIC
 HU1334'SIGNAL.
 HU1334
 HU1334                          STATION RECOVERY (1962)
 HU1334
 HU1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1334'LOST.  THE LIGHTHOUSE WAS REBUILT IN 1926.  SEE POSITION DETERMINED
 HU1334'IN 1927.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3670 ***********************************************************************
 JU3670  DESIGNATION -  HARE
 JU3670  PID         -  JU3670
 JU3670  STATE/COUNTY-  DE/NEW CASTLE
 JU3670  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3670
 JU3670                         *CURRENT SURVEY CONTROL
 JU3670  ___________________________________________________________________
 JU3670* NAD 83(1991)-  39 40 35.44470(N)    075 36 04.46428(W)     ADJUSTED  
 JU3670* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 JU3670  ___________________________________________________________________
 JU3670  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JU3670  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3670
 JU3670.The geoid height was determined by GEOID03.
 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  =   0.99963434
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3670.See file dsdata.txt to determine how the superseded data were derived.
 JU3670
 JU3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4843792027(NAD 83)
 JU3670_MARKER: DS = TRIANGULATION STATION DISK
 JU3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1891 ***********************************************************************
 JU1891  DESIGNATION -  HARE 2 AZ MK RESET 1958
 JU1891  PID         -  JU1891
 JU1891  STATE/COUNTY-  DE/NEW CASTLE
 JU1891  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1891
 JU1891                         *CURRENT SURVEY CONTROL
 JU1891  ___________________________________________________________________
 JU1891* NAD 83(1986)-  39 40 45.     (N)    075 35 30.     (W)     SCALED    
 JU1891* NAVD 88     -        23.197  (meters)      76.11   (feet)  ADJUSTED  
 JU1891  ___________________________________________________________________
 JU1891  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1891  DYNAMIC HT  -          23.186 (meters)      76.07  (feet)  COMP
 JU1891  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 JU1891
 JU1891  VERT ORDER  -  FIRST     CLASS I
 JU1891
 JU1891.The horizontal coordinates were scaled from a topographic map and have
 JU1891.an estimated accuracy of +/- 6 seconds.
 JU1891
 JU1891.The orthometric height was determined by differential leveling
 JU1891.and adjusted in June 1991.
 JU1891
 JU1891.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1891
 JU1891  NGVD 29 (??/??/??)   23.448  (m)           76.93   (f) ADJUSTED    1 1
 JU1891
 JU1891.Superseded values are not recommended for survey control.
 JU1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1891.See file dsdata.txt to determine how the superseded data were derived.
 JU1891
 JU1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ492923(NAD 83)
 JU1891_MARKER: DZ = AZIMUTH MARK DISK
 JU1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1891_STAMPING: HARE 2 RESET 1941 1956 1958
 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 = MARCH  2, 2009
 JU1892 ***********************************************************************
 JU1892  DESIGNATION -  HARE 2 RESET
 JU1892  PID         -  JU1892
 JU1892  STATE/COUNTY-  DE/NEW CASTLE
 JU1892  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1892
 JU1892                         *CURRENT SURVEY CONTROL
 JU1892  ___________________________________________________________________
 JU1892* NAD 83(1991)-  39 40 24.16563(N)    075 35 50.31090(W)     ADJUSTED  
 JU1892* NAVD 88     -        21.616  (meters)      70.92   (feet)  ADJUSTED  
 JU1892  ___________________________________________________________________
 JU1892  X           -   1,222,765.842 (meters)                     COMP
 JU1892  Y           -  -4,761,429.976 (meters)                     COMP
 JU1892  Z           -   4,050,131.326 (meters)                     COMP
 JU1892  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JU1892  ELLIP HEIGHT-         -11.300 (meters)          (09/01/99) ADJUSTED
 JU1892  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1892  DYNAMIC HT  -          21.606 (meters)      70.89  (feet)  COMP
 JU1892  MODELED GRAV-     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
 JU1892.and adjusted in June 1991.
 JU1892
 JU1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1892
 JU1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1892
 JU1892.The ellipsoidal height was determined by GPS observations
 JU1892.and is referenced to NAD 83.
 JU1892
 JU1892.The geoid height was determined by GEOID03.
 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;                    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       -  WILMINGTON ST HOSP SILVER TANK           029 20 58.1
 JU1892:SPC NJ       -  WILMINGTON ST HOSP SILVER TANK           029 56 05.0
 JU1892:UTM  18      -  WILMINGTON ST HOSP SILVER TANK           029 36 55.7
 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 1958                            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
 JU1892.Superseded values are not recommended for survey control.
 JU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1892.See file dsdata.txt to determine how the superseded data were derived.
 JU1892
 JU1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4877291677(NAD 83)
 JU1892_MARKER: DS = TRIANGULATION STATION DISK
 JU1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1892_SP_SET: SQUARE 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 - July 29, 2008
 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
 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'
 JU1892'STATION MARK, RM 6 AND RM 7 WERE FOUND IN GOOD CONDITION AS
 JU1892'DESCRIBED.
 JU1892'
 JU1892'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'NO RECOVERY NOTE SUBMITTED
 JU1892
 JU1892                          STATION RECOVERY (1988)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 JU1892'THE STATION WAS RECOVERED AT THIS DATE.
 JU1892'STATION RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION FOLLOWS.
 JU1892'
 JU1892'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 JU1892'SOUTHWEST OF THE POST OFFICE IN WILMINGTON,
 JU1892'3.2 KM (2.0 MI) WEST-NORTHWEST OF NEW CASTLE,
 JU1892'3.0 KM (1.9 MI) SOUTHWEST OF FARNHURST, IN THE SOUTHWEST CORNER OF
 JU1892'A GRASSY PARK IN FRONT OF THE WILMINGON AIRPORT, ANC ACROSS U.S.
 JU1892'HIGHWAYS 13 AND 40 FROM THE CROWN MOTEL.
 JU1892'OWNERSHIP--DELAWARE DEPARTMENT OF HIGHWAYS AND TRANSPORTATION
 JU1892'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
 JU1892'3.0 KM (1.9 MI) ON HIGHWAYS 13 AND 40 TO THE STATION ON THE RIGHT,
 JU1892'JUST BEFORE REACHING THE SOUTH ACCESS ROAD LEADING TO THE SKYWAYS
 JU1892'MOTEL AND THE GREATER WILMINGTON AIRPORT.
 JU1892'
 JU1892'THE STATION IS A STANDARD CGS DISK
 JU1892'STAMPED---HARE 2 1941 1956 1958---,
 JU1892'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU1892'30 CM ON SIDE RECESSED 5 CM BELOW GROUND.  LOCATED
 JU1892'18.9 METERS (62.0 FT) NORTHEAST FROM THE CENTER OF THE ACCESS ROAD,
 JU1892'13.1 METERS (43.0 FT) EAST FROM THE SOUTHEAST CORNER OF A 60-CM BY
 JU1892'120-CM STORM DRAIN COVER,
 JU1892'6.6 METERS (21.7 FT) EAST-SOUTHEAST FROM A METAL POLE SUPPORTING
 JU1892'THE TRAFFIC LIGHTS,
 JU1892'3.5 METERS (11.5 FT) NORTHWEST FROM THE PAVED SHOULDER EDGE OF THE
 JU1892'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1893 ***********************************************************************
 JU1893  DESIGNATION -  HARE 2 RM 6
 JU1893  PID         -  JU1893
 JU1893  STATE/COUNTY-  DE/NEW CASTLE
 JU1893  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1893
 JU1893                         *CURRENT SURVEY CONTROL
 JU1893  ___________________________________________________________________
 JU1893* NAD 83(1986)-  39 40 24.     (N)    075 35 50.     (W)     SCALED    
 JU1893* NAVD 88     -        21.532  (meters)      70.64   (feet)  ADJUSTED  
 JU1893  ___________________________________________________________________
 JU1893  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1893  DYNAMIC HT  -          21.522 (meters)      70.61  (feet)  COMP
 JU1893  MODELED GRAV-     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 scaled from a topographic map and have
 JU1893.an estimated accuracy of +/- 6 seconds.
 JU1893
 JU1893.The orthometric height was determined by differential leveling
 JU1893.and adjusted in June 1991.
 JU1893.WARNING-Repeat measurements at this control monument indicate possible
 JU1893.vertical movement.
 JU1893
 JU1893.The geoid height was determined by GEOID03.
 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       -   185,780.      184,510.      MT  (+/- 180 meters Scaled)
 JU1893
 JU1893                          SUPERSEDED SURVEY CONTROL
 JU1893
 JU1893  NGVD 29 (01/10/92)   21.785  (m)           71.47   (f) ADJUSTED    1 1
 JU1893
 JU1893.Superseded values are not recommended for survey control.
 JU1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1893.See file dsdata.txt to determine how the superseded data were derived.
 JU1893
 JU1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ487916(NAD 83)
 JU1893_MARKER: DR = REFERENCE MARK DISK
 JU1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1893_STAMPING: HARE 2 NO 6 1941
 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 = MARCH  2, 2009
 JU1894 ***********************************************************************
 JU1894  DESIGNATION -  HARE 2 RM 7
 JU1894  PID         -  JU1894
 JU1894  STATE/COUNTY-  DE/NEW CASTLE
 JU1894  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1894
 JU1894                         *CURRENT SURVEY CONTROL
 JU1894  ___________________________________________________________________
 JU1894* NAD 83(1986)-  39 40 24.     (N)    075 35 50.     (W)     SCALED    
 JU1894* NAVD 88     -        21.715  (meters)      71.24   (feet)  ADJUSTED  
 JU1894  ___________________________________________________________________
 JU1894  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1894  DYNAMIC HT  -          21.705 (meters)      71.21  (feet)  COMP
 JU1894  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 JU1894
 JU1894  VERT ORDER  -  FIRST     CLASS I
 JU1894
 JU1894.The horizontal coordinates were scaled from a topographic map and have
 JU1894.an estimated accuracy of +/- 6 seconds.
 JU1894
 JU1894.The orthometric height was determined by differential leveling
 JU1894.and adjusted in June 1991.
 JU1894
 JU1894.The geoid height was determined by GEOID03.
 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       -   185,780.      184,510.      MT  (+/- 180 meters Scaled)
 JU1894
 JU1894                          SUPERSEDED SURVEY CONTROL
 JU1894
 JU1894  NGVD 29 (01/10/92)   21.967  (m)           72.07   (f) ADJUSTED    1 1
 JU1894
 JU1894.Superseded values are not recommended for survey control.
 JU1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1894.See file dsdata.txt to determine how the superseded data were derived.
 JU1894
 JU1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ487916(NAD 83)
 JU1894_MARKER: DR = REFERENCE MARK DISK
 JU1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1894_STAMPING: HARE 2 NO 7 1947
 JU1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1894+STABILITY: SURFACE MOTION
 JU1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1894+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1423 ***********************************************************************
 HU1423  DESIGNATION -  HART 1909
 HU1423  PID         -  HU1423
 HU1423  STATE/COUNTY-  DE/SUSSEX
 HU1423  USGS QUAD   -  FAIRMOUNT (1991)
 HU1423
 HU1423                         *CURRENT SURVEY CONTROL
 HU1423  ___________________________________________________________________
 HU1423* NAD 83(1991)-  38 42 34.37812(N)    075 09 38.33866(W)     ADJUSTED  
 HU1423* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HU1423  ___________________________________________________________________
 HU1423  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HU1423  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1423
 HU1423.The geoid height was determined by GEOID03.
 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                          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
 HU1423.Superseded values are not recommended for survey control.
 HU1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1423.See file dsdata.txt to determine how the superseded data were derived.
 HU1423
 HU1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8603284558(NAD 83)
 HU1423_MARKER: DS = TRIANGULATION STATION DISK
 HU1423_SETTING: 0 = UNSPECIFIED SETTING
 HU1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU3464 ***********************************************************************
 JU3464  DESIGNATION -  HARTLY RESET
 JU3464  PID         -  JU3464
 JU3464  STATE/COUNTY-  DE/KENT
 JU3464  USGS QUAD   -  KENTON (1993)
 JU3464
 JU3464                         *CURRENT SURVEY CONTROL
 JU3464  ___________________________________________________________________
 JU3464* NAD 83(1991)-  39 10 48.87425(N)    075 40 16.71750(W)     ADJUSTED  
 JU3464* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 JU3464  ___________________________________________________________________
 JU3464  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JU3464  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3464
 JU3464.The geoid height was determined by GEOID03.
 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       -   1.00000177  x   1.00000096  =   1.00000273
 JU3464!SPC MD       -   1.00000177  x   0.99996393  =   0.99996570
 JU3464!UTM  18      -   1.00000177  x   0.99964139  =   0.99964316
 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|---------------------------------------------------------------------|
 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
 JU3464.Superseded values are not recommended for survey control.
 JU3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3464.See file dsdata.txt to determine how the superseded data were derived.
 JU3464
 JU3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4201836993(NAD 83)
 JU3464_MARKER: X = CHISELED CROSS
 JU3464_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 JU0912 ***********************************************************************
 JU0912  DESIGNATION -  HARVEY RM 1
 JU0912  PID         -  JU0912
 JU0912  STATE/COUNTY-  DE/NEW CASTLE
 JU0912  USGS QUAD   -  MARCUS HOOK (1993)
 JU0912
 JU0912                         *CURRENT SURVEY CONTROL
 JU0912  ___________________________________________________________________
 JU0912* NAD 83(1986)-  39 48 06.     (N)    075 28 42.     (W)     SCALED    
 JU0912* NAVD 88     -        51.525  (meters)     169.04   (feet)  POSTED    
 JU0912  ___________________________________________________________________
 JU0912  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU0912  DYNAMIC HT  -          51.500 (meters)     168.96  (feet)  COMP
 JU0912  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 JU0912
 JU0912  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0912
 JU0912.The horizontal coordinates were scaled from a topographic map and have
 JU0912.an estimated accuracy of +/- 6 seconds.
 JU0912
 JU0912.The orthometric height was determined by differential leveling
 JU0912.and adjusted by the  in 1992.
 JU0912.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0912.was located on a no-check spur therefore a value was not computed.
 JU0912.No vertical observational check was made to the station.
 JU0912
 JU0912.The geoid height was determined by GEOID03.
 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       -   200,010.      194,720.      MT  (+/- 180 meters Scaled)
 JU0912
 JU0912                          SUPERSEDED SURVEY CONTROL
 JU0912
 JU0912  NGVD 29 (??/??/??)   51.869  (m)          170.17   (f) ADJUSTED    2 0
 JU0912
 JU0912.Superseded values are not recommended for survey control.
 JU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0912.See file dsdata.txt to determine how the superseded data were derived.
 JU0912
 JU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK590058(NAD 83)
 JU0912_MARKER: DR = REFERENCE MARK DISK
 JU0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0912_SP_SET: SIDEWALK
 JU0912_STAMPING: HARVEY NO 1 1959
 JU0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB5080 ***********************************************************************
 AB5080  FBN         -  This is a Federal Base Network Control Station.
 AB5080  DESIGNATION -  HENLO USCG
 AB5080  PID         -  AB5080
 AB5080  STATE/COUNTY-  DE/SUSSEX
 AB5080  USGS QUAD   -  CAPE HENLOPEN (1991)
 AB5080
 AB5080                         *CURRENT SURVEY CONTROL
 AB5080  ___________________________________________________________________
 AB5080* NAD 83(2007)-  38 46 27.68830(N)    075 05 15.21516(W)     ADJUSTED  
 AB5080* NAVD 88     -         6.395  (meters)      20.98   (feet)  ADJUSTED  
 AB5080  ___________________________________________________________________
 AB5080  EPOCH DATE  -        2002.00
 AB5080  X           -   1,281,316.633 (meters)                     COMP
 AB5080  Y           -  -4,811,337.626 (meters)                     COMP
 AB5080  Z           -   3,972,800.800 (meters)                     COMP
 AB5080  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AB5080  ELLIP HEIGHT-         -29.192 (meters)          (02/10/07) ADJUSTED
 AB5080  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AB5080  DYNAMIC HT  -           6.391 (meters)      20.97  (feet)  COMP
 AB5080
 AB5080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB5080  Type    PID    Designation                      North   East  Ellip
 AB5080  -------------------------------------------------------------------
 AB5080  NETWORK AB5080 HENLO USCG                        0.24   0.16   0.33
 AB5080  -------------------------------------------------------------------
 AB5080  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 AB5080
 AB5080  VERT ORDER  -  FIRST     CLASS II
 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 February 2007.
 AB5080
 AB5080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB5080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB5080.The horizontal coordinates are valid at the epoch date displayed above.
 AB5080.The epoch date for horizontal control is a decimal equivalence
 AB5080.of Year/Month/Day.
 AB5080
 AB5080.The orthometric height was determined by differential leveling
 AB5080.and adjusted in July 2002.
 AB5080
 AB5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5080
 AB5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5080
 AB5080.The ellipsoidal height was determined by GPS observations
 AB5080.and is referenced to NAD 83.
 AB5080
 AB5080.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AB5080;SPC DE       -    86,007.690   228,599.567   MT  1.00000507   +0 12 22.0
 AB5080;SPC DE       -   282,176.90    749,997.08   sFT  1.00000507   +0 12 22.0
 AB5080;UTM  18      - 4,291,740.957   492,394.023   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|---------------------------------------------------------------------|
 AB5080| PID    Reference Object                     Distance      Geod. Az  |
 AB5080|                                                           dddmmss.s |
 AB5080| AF9492 CAPE HENLOPEN 1 CORS ARP            256.356 METERS 00110     |
 AB5080| AB6285 CAPE HENLOPEN 1 CORS L1 PHASE CENTE 269.063 METERS 35742     |
 AB5080|---------------------------------------------------------------------|
 AB5080
 AB5080                          SUPERSEDED SURVEY CONTROL
 AB5080
 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 (08/13/96)    6.39   (m)           21.0    (f) LEVELING    3  
 AB5080
 AB5080.Superseded values are not recommended for survey control.
 AB5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5080.See file dsdata.txt to determine how the superseded data were derived.
 AB5080
 AB5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9239491741(NAD 83)
 AB5080_MARKER: I = METAL 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 - January 07, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3656 ***********************************************************************
 JU3656  DESIGNATION -  HERCULES POWDER CO HIGH TANK
 JU3656  PID         -  JU3656
 JU3656  STATE/COUNTY-  DE/NEW CASTLE
 JU3656  USGS QUAD   -  KENNETT SQUARE (1993)
 JU3656
 JU3656                         *CURRENT SURVEY CONTROL
 JU3656  ___________________________________________________________________
 JU3656* NAD 83(1991)-  39 45 23.70510(N)    075 38 23.27301(W)     ADJUSTED  
 JU3656* NAVD 88     -              **(meters)            **(feet)            
 JU3656  ___________________________________________________________________
 JU3656  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JU3656  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3656  HORZ ORDER  -  THIRD
 JU3656
 JU3656.The horizontal coordinates were established by classical geodetic methods
 JU3656.and adjusted by the National Geodetic Survey in January 1992.
 JU3656
 JU3656
 JU3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3656
 JU3656.The geoid height was determined by GEOID03.
 JU3656
 JU3656;                    North         East     Units Scale Factor Converg.
 JU3656;SPC DE       -   195,026.894   180,878.553   MT  0.99999950   -0 08 33.7
 JU3656;SPC DE       -   639,850.73    593,432.39   sFT  0.99999950   -0 08 33.7
 JU3656;SPC NJ       -   103,111.480    52,332.107   MT  1.00001740   -0 43 44.4
 JU3656;SPC NJ       -   338,291.58    171,692.92   sFT  1.00001740   -0 43 44.4
 JU3656;UTM  18      - 4,400,936.776   445,193.397   MT  0.99963698   -0 24 33.0
 JU3656
 JU3656                          SUPERSEDED SURVEY CONTROL
 JU3656
 JU3656  NAD 83(1986)-  39 45 23.70003(N)    075 38 23.27900(W) AD(       ) 4
 JU3656  NAD 27      -  39 45 23.29900(N)    075 38 24.53300(W) AD(       ) 3
 JU3656
 JU3656.Superseded values are not recommended for survey control.
 JU3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3656.See file dsdata.txt to determine how the superseded data were derived.
 JU3656
 JU3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4519300937(NAD 83)
 JU3656_MARKER: 53 = ELEVATED TANK
 JU3656_SETTING: 0 = UNSPECIFIED SETTING
 JU3656
 JU3656  HISTORY     - Date     Condition        Report By
 JU3656  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3656  HISTORY     - 1984     GOOD             USPSQD
 JU3656  HISTORY     - 19980208 GOOD             USPSQD
 JU3656  HISTORY     - 20011203 GOOD             NGS
 JU3656
 JU3656                          STATION DESCRIPTION
 JU3656
 JU3656'DESCRIBED BY US POWER SQUADRON 1984 (JLM)
 JU3656'THE TANK IS SILVER COLORED WITH HERCULES AND SYMBOL IN BLACK.
 JU3656'
 JU3656'THE TANK IS LOCATED AT THE HERCULES INC. (NOT POWDER CO. ANYMORE).
 JU3656'RESEARCH CENTER - NEAREST JUNCTION OF HERCULES RD. (RT. 282) AND
 JU3656'RT. 48.
 JU3656
 JU3656                          STATION RECOVERY (1998)
 JU3656
 JU3656'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3656'RECOVERED IN GOOD CONDITION.
 JU3656
 JU3656                          STATION RECOVERY (2001)
 JU3656
 JU3656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1972 ***********************************************************************
 HU1972  DESIGNATION -  HICKMAN
 HU1972  PID         -  HU1972
 HU1972  STATE/COUNTY-  DE/KENT
 HU1972  USGS QUAD   -  HICKMAN (1993)
 HU1972
 HU1972                         *CURRENT SURVEY CONTROL
 HU1972  ___________________________________________________________________
 HU1972* NAD 83(1991)-  38 50 12.58956(N)    075 43 23.01136(W)     ADJUSTED  
 HU1972* NAVD 88     -        16.1    (meters)      53.     (feet)  VERTCON   
 HU1972  ___________________________________________________________________
 HU1972  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HU1972  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1972
 HU1972.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 BM 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    3  
 HU1972
 HU1972.Superseded values are not recommended for survey control.
 HU1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1972.See file dsdata.txt to determine how the superseded data were derived.
 HU1972
 HU1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3724598918(NAD 83)
 HU1972_MARKER: DS = TRIANGULATION STATION DISK
 HU1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1972
 HU1972  HISTORY     - Date     Condition        Report By
 HU1972  HISTORY     - 1962     MONUMENTED       CGS
 HU1972
 HU1972                          STATION DESCRIPTION
 HU1972
 HU1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (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 = MARCH  2, 2009
 HU1419 ***********************************************************************
 HU1419  DESIGNATION -  HIGGINS HOUSE WEST CHIMNEY
 HU1419  PID         -  HU1419
 HU1419  STATE/COUNTY-  DE/SUSSEX
 HU1419  USGS QUAD   -  FRANKFORD (1991)
 HU1419
 HU1419                         *CURRENT SURVEY CONTROL
 HU1419  ___________________________________________________________________
 HU1419* NAD 83(1991)-  38 36 48.23504(N)    075 07 55.86987(W)     ADJUSTED  
 HU1419* NAVD 88     -              **(meters)            **(feet)            
 HU1419  ___________________________________________________________________
 HU1419  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HU1419  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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
 HU1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1419
 HU1419.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1419
 HU1419  NAD 83(1986)-  38 36 48.22022(N)    075 07 55.88519(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1419.See file dsdata.txt to determine how the superseded data were derived.
 HU1419
 HU1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8849273885(NAD 83)
 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 = MARCH  2, 2009
 JU0795 ***********************************************************************
 JU0795  DESIGNATION -  HOLLY RM 1
 JU0795  PID         -  JU0795
 JU0795  STATE/COUNTY-  DE/NEW CASTLE
 JU0795  USGS QUAD   -  MARCUS HOOK (1993)
 JU0795
 JU0795                         *CURRENT SURVEY CONTROL
 JU0795  ___________________________________________________________________
 JU0795* NAD 83(1986)-  39 46 55.     (N)    075 28 30.     (W)     SCALED    
 JU0795* NAVD 88     -         6.197  (meters)      20.33   (feet)  POSTED    
 JU0795  ___________________________________________________________________
 JU0795  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0795  DYNAMIC HT  -           6.190 (meters)      20.31  (feet)  COMP
 JU0795  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 JU0795
 JU0795  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0795
 JU0795.The horizontal coordinates were scaled from a topographic map and have
 JU0795.an estimated accuracy of +/- 6 seconds.
 JU0795
 JU0795.The orthometric height was determined by differential leveling
 JU0795.and adjusted by the  in 1992.
 JU0795.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0795.rate of 1.1 thru 2.0 mm/km.
 JU0795
 JU0795.The geoid height was determined by GEOID03.
 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       -   197,820.      195,000.      MT  (+/- 180 meters Scaled)
 JU0795
 JU0795                          SUPERSEDED SURVEY CONTROL
 JU0795
 JU0795  NGVD 29 (??/??/??)    6.544  (m)           21.47   (f) ADJUSTED    2 0
 JU0795
 JU0795.Superseded values are not recommended for survey control.
 JU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0795.See file dsdata.txt to determine how the superseded data were derived.
 JU0795
 JU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK593036(NAD 83)
 JU0795_MARKER: DR = REFERENCE MARK DISK
 JU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0795_STAMPING: HOLLY NO 1 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0793 ***********************************************************************
 JU0793  DESIGNATION -  HOLLY RM 2
 JU0793  PID         -  JU0793
 JU0793  STATE/COUNTY-  DE/NEW CASTLE
 JU0793  USGS QUAD   -  MARCUS HOOK (1993)
 JU0793
 JU0793                         *CURRENT SURVEY CONTROL
 JU0793  ___________________________________________________________________
 JU0793* NAD 83(1986)-  39 46 55.     (N)    075 28 30.     (W)     SCALED    
 JU0793* NAVD 88     -         5.354  (meters)      17.57   (feet)  ADJUSTED  
 JU0793  ___________________________________________________________________
 JU0793  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0793  DYNAMIC HT  -           5.352 (meters)      17.56  (feet)  COMP
 JU0793  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 JU0793
 JU0793  VERT ORDER  -  FIRST     CLASS I
 JU0793
 JU0793.The horizontal coordinates were scaled from a topographic map and have
 JU0793.an estimated accuracy of +/- 6 seconds.
 JU0793
 JU0793.The orthometric height was determined by differential leveling
 JU0793.and adjusted in June 1991.
 JU0793
 JU0793.The geoid height was determined by GEOID03.
 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       -   197,820.      195,000.      MT  (+/- 180 meters Scaled)
 JU0793
 JU0793                          SUPERSEDED SURVEY CONTROL
 JU0793
 JU0793  NGVD 29 (??/??/??)    5.625  (m)           18.45   (f) ADJUSTED    1 1
 JU0793
 JU0793.Superseded values are not recommended for survey control.
 JU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0793.See file dsdata.txt to determine how the superseded data were derived.
 JU0793
 JU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK593036(NAD 83)
 JU0793_MARKER: DR = REFERENCE MARK DISK
 JU0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0793_STAMPING: HOLLY NO 2 1958
 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 = MARCH  2, 2009
 DI0958 ***********************************************************************
 DI0958  DESIGNATION -  HOLT
 DI0958  PID         -  DI0958
 DI0958  STATE/COUNTY-  DE/SUSSEX
 DI0958  USGS QUAD   -  LEWES (1991)
 DI0958
 DI0958                         *CURRENT SURVEY CONTROL
 DI0958  ___________________________________________________________________
 DI0958* NAD 83(1991)-  38 45 13.15450(N)    075 08 58.13184(W)     ADJUSTED  
 DI0958* NAVD 88     -         6.550  (meters)      21.49   (feet)  ADJUSTED  
 DI0958  ___________________________________________________________________
 DI0958  X           -   1,276,484.969 (meters)                     COMP
 DI0958  Y           -  -4,814,110.618 (meters)                     COMP
 DI0958  Z           -   3,971,008.782 (meters)                     COMP
 DI0958  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DI0958  ELLIP HEIGHT-         -29.077 (meters)          (08/09/06) ADJUSTED
 DI0958  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DI0958  DYNAMIC HT  -           6.546 (meters)      21.48  (feet)  COMP
 DI0958  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 DI0958
 DI0958  HORZ ORDER  -  B
 DI0958  VERT ORDER  -  SECOND    CLASS II
 DI0958  ELLP ORDER  -  FOURTH    CLASS II
 DI0958
 DI0958.The horizontal coordinates were established by GPS observations
 DI0958.and adjusted by the National Geodetic Survey in August 2006.
 DI0958
 DI0958.The orthometric height was determined by differential leveling
 DI0958.and adjusted in September 2008.
 DI0958.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0958
 DI0958.The ellipsoidal height was determined by GPS observations
 DI0958.and is referenced to NAD 83.
 DI0958
 DI0958.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0958;SPC DE       -    83,691.808   223,225.274   MT  1.00000164   +0 10 02.1
 DI0958;SPC DE       -   274,578.87    732,364.92   sFT  1.00000164   +0 10 02.1
 DI0958;UTM  18      - 4,289,450.490   487,011.405   MT  0.99960208   -0 05 36.9
 DI0958
 DI0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0958!SPC DE       -   1.00000456  x   1.00000164  =   1.00000620
 DI0958!UTM  18      -   1.00000456  x   0.99960208  =   0.99960664
 DI0958
 DI0958                          SUPERSEDED SURVEY CONTROL
 DI0958
 DI0958.No superseded survey control is available for this station.
 DI0958
 DI0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8701189450(NAD 83)
 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 - July 05, 2008
 DI0958
 DI0958  HISTORY     - Date     Condition        Report By
 DI0958  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0958  HISTORY     - 20080705 GOOD             DEDT
 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'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
 DI0958'FOOT (30 CM) DIAMETER CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1476 ***********************************************************************
 HU1476  DESIGNATION -  HUDSON
 HU1476  PID         -  HU1476
 HU1476  STATE/COUNTY-  DE/SUSSEX
 HU1476  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1476
 HU1476                         *CURRENT SURVEY CONTROL
 HU1476  ___________________________________________________________________
 HU1476* NAD 83(1991)-  38 27 04.62458(N)    075 07 18.75066(W)     ADJUSTED  
 HU1476* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 HU1476  ___________________________________________________________________
 HU1476  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HU1476  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1476
 HU1476.The geoid height was determined by GEOID03.
 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       -   1.00000546  x   1.00000315  =   1.00000861
 HU1476!SPC MD       -   1.00000546  x   0.99997713  =   0.99998259
 HU1476!UTM  18      -   1.00000546  x   0.99960139  =   0.99960685
 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 1974                    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    3  
 HU1476
 HU1476.Superseded values are not recommended for survey control.
 HU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1476.See file dsdata.txt to determine how the superseded data were derived.
 HU1476
 HU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8936655895(NAD 83)
 HU1476_MARKER: DS = TRIANGULATION STATION DISK
 HU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1476+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU1476
 HU1476  HISTORY     - Date     Condition        Report By
 HU1476  HISTORY     - 1974     MONUMENTED       NGS
 HU1476  HISTORY     - 1976     GOOD             NGS
 HU1476  HISTORY     - 20080915 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1477 ***********************************************************************
 HU1477  DESIGNATION -  HUDSON RM 3 1974
 HU1477  PID         -  HU1477
 HU1477  STATE/COUNTY-  DE/SUSSEX
 HU1477  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1477
 HU1477                         *CURRENT SURVEY CONTROL
 HU1477  ___________________________________________________________________
 HU1477* NAD 83(1991)-  38 27 12.83449(N)    075 07 27.05858(W)     ADJUSTED  
 HU1477* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 HU1477  ___________________________________________________________________
 HU1477  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HU1477  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1477
 HU1477.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1477
 HU1477.Superseded values are not recommended for survey control.
 HU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1477.See file dsdata.txt to determine how the superseded data were derived.
 HU1477
 HU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8916556148(NAD 83)
 HU1477_MARKER: DR = REFERENCE MARK DISK
 HU1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - September 15, 2008
 HU1477
 HU1477  HISTORY     - Date     Condition        Report By
 HU1477  HISTORY     - 1974     MONUMENTED       NGS
 HU1477  HISTORY     - 20080915 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1459 ***********************************************************************
 HU1459  DESIGNATION -  HYDRO 1956
 HU1459  PID         -  HU1459
 HU1459  STATE/COUNTY-  DE/SUSSEX
 HU1459  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1459
 HU1459                         *CURRENT SURVEY CONTROL
 HU1459  ___________________________________________________________________
 HU1459* NAD 83(1991)-  38 28 25.02282(N)    075 03 02.54082(W)     NO CHECK  
 HU1459* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1459  ___________________________________________________________________
 HU1459  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HU1459  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 HU1459
 HU1459.The orthometric height was scaled from a topographic map.
 HU1459
 HU1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1459
 HU1459.The geoid height was determined by GEOID03.
 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       -   1.00000519  x   1.00000755  =   1.00001274
 HU1459!UTM  18      -   1.00000519  x   0.99960024  =   0.99960543
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1459.See file dsdata.txt to determine how the superseded data were derived.
 HU1459
 HU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557758367(NAD 83)
 HU1459_MARKER: DS = TRIANGULATION STATION DISK
 HU1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 AA9235 ***********************************************************************
 AA9235  PACS        -  This is a Primary Airport Control Station.
 AA9235  DESIGNATION -  ILG ARP
 AA9235  PID         -  AA9235
 AA9235  STATE/COUNTY-  DE/NEW CASTLE
 AA9235  USGS QUAD   -  WILMINGTON SOUTH (1993)
 AA9235
 AA9235                         *CURRENT SURVEY CONTROL
 AA9235  ___________________________________________________________________
 AA9235* NAD 83(2007)-  39 40 42.34041(N)    075 36 25.71402(W)     ADJUSTED  
 AA9235* NAVD 88     -        20.90   (meters)      68.6    (feet)  GPS OBS   
 AA9235  ___________________________________________________________________
 AA9235  EPOCH DATE  -        2002.00
 AA9235  X           -   1,221,859.466 (meters)                     COMP
 AA9235  Y           -  -4,761,292.539 (meters)                     COMP
 AA9235  Z           -   4,050,562.231 (meters)                     COMP
 AA9235  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA9235  ELLIP HEIGHT-         -12.112 (meters)          (02/10/07) ADJUSTED
 AA9235  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AA9235
 AA9235  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9235  Type    PID    Designation                      North   East  Ellip
 AA9235  -------------------------------------------------------------------
 AA9235  NETWORK AA9235 ILG ARP                           2.31   2.06   5.12
 AA9235  -------------------------------------------------------------------
 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 February 2007.
 AA9235
 AA9235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9235.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9235.The horizontal coordinates are valid at the epoch date displayed above.
 AA9235.The epoch date for horizontal control is a decimal equivalence
 AA9235.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 NAVD 88 network.
 AA9235
 AA9235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9235
 AA9235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9235
 AA9235.The ellipsoidal height was determined by GPS observations
 AA9235.and is referenced to NAD 83.
 AA9235
 AA9235.The geoid height was determined by GEOID03.
 AA9235
 AA9235;                    North         East     Units Scale Factor Converg.
 AA9235;SPC DE       -   186,342.775   183,658.544   MT  0.99999829   -0 07 17.8
 AA9235;SPC DE       -   611,359.59    602,553.07   sFT  0.99999829   -0 07 17.8
 AA9235;UTM  18      - 4,392,242.995   447,932.006   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                          SUPERSEDED SURVEY CONTROL
 AA9235
 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(1991)-  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
 AA9235.Superseded values are not recommended for survey control.
 AA9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9235.See file dsdata.txt to determine how the superseded data were derived.
 AA9235
 AA9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4793292243(NAD 83)
 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 - October 16, 1996
 AA9235
 AA9235  HISTORY     - Date     Condition        Report By
 AA9235  HISTORY     - 1952     MONUMENTED       CGS
 AA9235  HISTORY     - 19940615 GOOD             CGS
 AA9235  HISTORY     - 19940902 GOOD             NGS
 AA9235  HISTORY     - 19961016 GOOD             NGS
 AA9235  HISTORY     - 20011203 GOOD             NGS
 AA9235
 AA9235                          STATION DESCRIPTION
 AA9235
 AA9235'DESCRIBED BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  WILMINGTON SOUTH (1993)
 AA9237
 AA9237                         *CURRENT SURVEY CONTROL
 AA9237  ___________________________________________________________________
 AA9237* NAD 83(2007)-  39 41 18.54649(N)    075 36 07.75348(W)     ADJUSTED  
 AA9237* NAVD 88     -        17.74   (meters)      58.2    (feet)  GPS OBS   
 AA9237  ___________________________________________________________________
 AA9237  EPOCH DATE  -        2002.00
 AA9237  X           -   1,222,096.149 (meters)                     COMP
 AA9237  Y           -  -4,760,493.133 (meters)                     COMP
 AA9237  Z           -   4,051,419.554 (meters)                     COMP
 AA9237  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AA9237  ELLIP HEIGHT-         -15.283 (meters)          (02/10/07) ADJUSTED
 AA9237  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AA9237
 AA9237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9237  Type    PID    Designation                      North   East  Ellip
 AA9237  -------------------------------------------------------------------
 AA9237  NETWORK AA9237 ILG STA A AP                      2.47   2.16   5.27
 AA9237  -------------------------------------------------------------------
 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 February 2007.
 AA9237
 AA9237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9237.The horizontal coordinates are valid at the epoch date displayed above.
 AA9237.The epoch date for horizontal control is a decimal equivalence
 AA9237.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 NAVD 88 network.
 AA9237
 AA9237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9237
 AA9237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9237
 AA9237.The ellipsoidal height was determined by GPS observations
 AA9237.and is referenced to NAD 83.
 AA9237
 AA9237.The geoid height was determined by GEOID03.
 AA9237
 AA9237;                    North         East     Units Scale Factor Converg.
 AA9237;SPC DE       -   187,458.515   184,088.876   MT  0.99999812   -0 07 06.4
 AA9237;SPC DE       -   615,020.14    603,964.92   sFT  0.99999812   -0 07 06.4
 AA9237;UTM  18      - 4,393,356.318   448,367.355   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                          SUPERSEDED SURVEY CONTROL
 AA9237
 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(1991)-  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
 AA9237.Superseded values are not recommended for survey control.
 AA9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9237.See file dsdata.txt to determine how the superseded data were derived.
 AA9237
 AA9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4836793356(NAD 83)
 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 - October 16, 1996
 AA9237
 AA9237  HISTORY     - Date     Condition        Report By
 AA9237  HISTORY     - 1962     MONUMENTED       CGS
 AA9237  HISTORY     - 19940615 GOOD             CGS
 AA9237  HISTORY     - 19940814 GOOD             NGS
 AA9237  HISTORY     - 19961016 GOOD             NGS
 AA9237  HISTORY     - 20011203 GOOD             NGS
 AA9237
 AA9237                          STATION DESCRIPTION
 AA9237
 AA9237'DESCRIBED BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  WILMINGTON SOUTH (1993)
 AA9236
 AA9236                         *CURRENT SURVEY CONTROL
 AA9236  ___________________________________________________________________
 AA9236* NAD 83(2007)-  39 40 09.58521(N)    075 36 15.67013(W)     ADJUSTED  
 AA9236* NAVD 88     -        22.38   (meters)      73.4    (feet)  GPS OBS   
 AA9236  ___________________________________________________________________
 AA9236  EPOCH DATE  -        2002.00
 AA9236  X           -   1,222,251.927 (meters)                     COMP
 AA9236  Y           -  -4,761,858.787 (meters)                     COMP
 AA9236  Z           -   4,049,785.597 (meters)                     COMP
 AA9236  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AA9236  ELLIP HEIGHT-         -10.681 (meters)          (02/10/07) ADJUSTED
 AA9236  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AA9236
 AA9236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9236  Type    PID    Designation                      North   East  Ellip
 AA9236  -------------------------------------------------------------------
 AA9236  NETWORK AA9236 ILG STA B AP                      2.41   2.14   5.27
 AA9236  -------------------------------------------------------------------
 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 February 2007.
 AA9236
 AA9236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9236.The horizontal coordinates are valid at the epoch date displayed above.
 AA9236.The epoch date for horizontal control is a decimal equivalence
 AA9236.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 NAVD 88 network.
 AA9236
 AA9236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9236
 AA9236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9236
 AA9236.The ellipsoidal height was determined by GPS observations
 AA9236.and is referenced to NAD 83.
 AA9236
 AA9236.The geoid height was determined by GEOID03.
 AA9236
 AA9236;                    North         East     Units Scale Factor Converg.
 AA9236;SPC DE       -   185,332.064   183,895.790   MT  0.99999819   -0 07 11.3
 AA9236;SPC DE       -   608,043.61    603,331.44   sFT  0.99999819   -0 07 11.3
 AA9236;UTM  18      - 4,391,231.563   448,164.472   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                          SUPERSEDED SURVEY CONTROL
 AA9236
 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(1991)-  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
 AA9236.Superseded values are not recommended for survey control.
 AA9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9236.See file dsdata.txt to determine how the superseded data were derived.
 AA9236
 AA9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4816491232(NAD 83)
 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             CGS
 AA9236  HISTORY     - 19940814 GOOD             NGS
 AA9236  HISTORY     - 19961016 GOOD             NGS
 AA9236  HISTORY     - 20011203 GOOD             NGS
 AA9236
 AA9236                          STATION DESCRIPTION
 AA9236
 AA9236'DESCRIBED BY COAST AND 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 = MARCH  2, 2009
 HU1383 ***********************************************************************
 HU1383  DESIGNATION -  INDIAN
 HU1383  PID         -  HU1383
 HU1383  STATE/COUNTY-  DE/SUSSEX
 HU1383  USGS QUAD   -  BETHANY BEACH (1991)
 HU1383
 HU1383                         *CURRENT SURVEY CONTROL
 HU1383  ___________________________________________________________________
 HU1383* NAD 83(1991)-  38 35 24.70581(N)    075 06 44.91328(W)     ADJUSTED  
 HU1383* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 HU1383  ___________________________________________________________________
 HU1383  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1383  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1383
 HU1383.The geoid height was determined by GEOID03.
 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       -  BURTONS IS EAST HOUSE CHIMNEY            042 12 44.3
 HU1383:UTM  18      -  BURTONS IS EAST HOUSE CHIMNEY            042 28 20.0
 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    3  
 HU1383
 HU1383.Superseded values are not recommended for survey control.
 HU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1383.See file dsdata.txt to determine how the superseded data were derived.
 HU1383
 HU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9020571308(NAD 83)
 HU1383_MARKER: DS = TRIANGULATION STATION DISK
 HU1383_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1383_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1372 ***********************************************************************
 HU1372  DESIGNATION -  INDIAN RIVER CG CUPOLA
 HU1372  PID         -  HU1372
 HU1372  STATE/COUNTY-  DE/SUSSEX
 HU1372  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1372
 HU1372                         *CURRENT SURVEY CONTROL
 HU1372  ___________________________________________________________________
 HU1372* NAD 83(1991)-  38 38 01.55759(N)    075 04 01.09427(W)     ADJUSTED  
 HU1372* NAVD 88     -              **(meters)            **(feet)            
 HU1372  ___________________________________________________________________
 HU1372  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 HU1372  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 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
 HU1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1372
 HU1372.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1372
 HU1372  NAD 83(1986)-  38 38 01.54086(N)    075 04 01.10827(W) AD(       ) 4
 HU1372  NAD 27      -  38 38 01.13767(N)    075 04 02.45523(W) AD(       ) 3
 HU1372
 HU1372.Superseded values are not recommended for survey control.
 HU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1372.See file dsdata.txt to determine how the superseded data were derived.
 HU1372
 HU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9417176139(NAD 83)
 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     SEE DESCRIPTION  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 = MARCH  2, 2009
 HU1394 ***********************************************************************
 HU1394  DESIGNATION -  INDIAN RIVER COAST GUARD TOWER
 HU1394  PID         -  HU1394
 HU1394  STATE/COUNTY-  DE/SUSSEX
 HU1394  USGS QUAD   -  BETHANY BEACH (1991)
 HU1394
 HU1394                         *CURRENT SURVEY CONTROL
 HU1394  ___________________________________________________________________
 HU1394* NAD 83(1991)-  38 36 33.09176(N)    075 03 45.38046(W)     ADJUSTED  
 HU1394* NAVD 88     -              **(meters)            **(feet)            
 HU1394  ___________________________________________________________________
 HU1394  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HU1394  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU1394  HORZ ORDER  -  THIRD
 HU1394
 HU1394.The horizontal coordinates were established by classical geodetic methods
 HU1394.and adjusted by the National Geodetic Survey in January 1992.
 HU1394
 HU1394
 HU1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1394
 HU1394.The geoid height was determined by GEOID03.
 HU1394
 HU1394;                    North         East     Units Scale Factor Converg.
 HU1394;SPC DE       -    67,680.821   230,838.925   MT  1.00000671   +0 13 15.4
 HU1394;SPC DE       -   222,049.49    757,344.04   sFT  1.00000671   +0 13 15.4
 HU1394;UTM  18      - 4,273,411.530   494,549.169   MT  0.99960037   -0 02 20.6
 HU1394
 HU1394                          SUPERSEDED SURVEY CONTROL
 HU1394
 HU1394  NAD 83(1986)-  38 36 33.07437(N)    075 03 45.39524(W) AD(       ) 4
 HU1394  NAD 27      -  38 36 32.67138(N)    075 03 46.74341(W) AD(       ) 3
 HU1394
 HU1394.Superseded values are not recommended for survey control.
 HU1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1394.See file dsdata.txt to determine how the superseded data were derived.
 HU1394
 HU1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9454973412(NAD 83)
 HU1394_MARKER: 55 = TOWER
 HU1394
 HU1394  HISTORY     - Date     Condition        Report By
 HU1394  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1394  HISTORY     - 1970     GOOD             NGS
 HU1394  HISTORY     - 20061007 MARK NOT FOUND   GEOCAC
 HU1394
 HU1394                          STATION DESCRIPTION
 HU1394
 HU1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1394'THE STATION IS THE APEX AND CENTER OF THE INDIAN RIVER
 HU1394'COAST GUARD TOWER CUPOLA.  LOCATED ON THE NORTH SIDE OF
 HU1394'INDIAN RIVER INLET, BETWEEN STATE HIGHWAY 14 AND THE ATLANTIC
 HU1394'SHORE LINE, ABOUT 7.5 MILES SOUTH OF REHOBOTH BEACH AND
 HU1394'5.0 MILES NORTH OF BETHANY BEACH.  THE STRUCTURE IS OF
 HU1394'4-ANGLE IRON LEGS WITH AN OBSERVATION BUILDING MOUNTED AT
 HU1394'THEIR APEX.  THE STRUCTURE IS GRAY IN COLOR WITH AN OVERALL
 HU1394'HEIGHT OF APPROXIMATELY 80.0 FEET.
 HU1394
 HU1394                          STATION RECOVERY (1970)
 HU1394
 HU1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1394'STATION RECOVERED.  THE TOWER CUPOLA HAS BEEN ALTERED
 HU1394'SLIGHTLY.  THE BASIC STRUCTURE HAS NOT BEEN CHANGED.
 HU1394'
 HU1394'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HU1394'
 HU1394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1394'AT INDIAN RIVER INLET.
 HU1394
 HU1394                          STATION RECOVERY (2006)
 HU1394
 HU1394'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1394'TOWER IS GONE - ONLY THE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1408 ***********************************************************************
 HU1408  DESIGNATION -  IRON
 HU1408  PID         -  HU1408
 HU1408  STATE/COUNTY-  DE/SUSSEX
 HU1408  USGS QUAD   -  FRANKFORD (1991)
 HU1408
 HU1408                         *CURRENT SURVEY CONTROL
 HU1408  ___________________________________________________________________
 HU1408* NAD 83(1991)-  38 35 10.60413(N)    075 09 14.65221(W)     ADJUSTED  
 HU1408* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1408  ___________________________________________________________________
 HU1408  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HU1408  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1408
 HU1408.The geoid height was determined by GEOID03.
 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       -  HIGGINS HOUSE WEST CHIMNEY               032 10 22.6
 HU1408:UTM  18      -  HIGGINS HOUSE WEST CHIMNEY               032 25 58.1
 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    3  
 HU1408
 HU1408.Superseded values are not recommended for survey control.
 HU1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1408.See file dsdata.txt to determine how the superseded data were derived.
 HU1408
 HU1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8658170878(NAD 83)
 HU1408_MARKER: DS = TRIANGULATION STATION DISK
 HU1408_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1408_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1453 ***********************************************************************
 HU1453  DESIGNATION -  ISLAND
 HU1453  PID         -  HU1453
 HU1453  STATE/COUNTY-  DE/SUSSEX
 HU1453  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1453
 HU1453                         *CURRENT SURVEY CONTROL
 HU1453  ___________________________________________________________________
 HU1453* NAD 83(1991)-  38 28 14.84407(N)    075 04 02.79266(W)     ADJUSTED  
 HU1453* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1453  ___________________________________________________________________
 HU1453  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HU1453  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1453
 HU1453.The geoid height was determined by GEOID03.
 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  =   0.99960593
 HU1453
 HU1453:                Primary Azimuth Mark                     Grid Az
 HU1453:SPC DE       -  POLE AT BEND OF CANAL                    003 02 41.4
 HU1453:SPC MD       -  POLE AT BEND OF CANAL                    002 02 56.9
 HU1453:UTM  18      -  POLE AT BEND OF CANAL                    003 18 14.5
 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
 HU1453.Superseded values are not recommended for survey control.
 HU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1453.See file dsdata.txt to determine how the superseded data were derived.
 HU1453
 HU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9411758054(NAD 83)
 HU1453_MARKER: DS = TRIANGULATION STATION DISK
 HU1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1453_SP_SET: METAL PIPE IN CONCRETE
 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 = MARCH  2, 2009
 HU0845 ***********************************************************************
 HU0845  DESIGNATION -  J 11
 HU0845  PID         -  HU0845
 HU0845  STATE/COUNTY-  DE/KENT
 HU0845  USGS QUAD   -  HARRINGTON (1993)
 HU0845
 HU0845                         *CURRENT SURVEY CONTROL
 HU0845  ___________________________________________________________________
 HU0845* NAD 83(1986)-  38 56 25.     (N)    075 35 16.     (W)     SCALED    
 HU0845* NAVD 88     -        17.193  (meters)      56.41   (feet)  ADJUSTED  
 HU0845  ___________________________________________________________________
 HU0845  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 HU0845  DYNAMIC HT  -          17.183 (meters)      56.37  (feet)  COMP
 HU0845  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 HU0845
 HU0845  VERT ORDER  -  SECOND    CLASS 0
 HU0845
 HU0845.The horizontal coordinates were scaled from a topographic map and have
 HU0845.an estimated accuracy of +/- 6 seconds.
 HU0845
 HU0845.The orthometric height was determined by differential leveling
 HU0845.and adjusted in June 1991.
 HU0845
 HU0845.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0845;SPC DE       -   104,390.      185,170.      MT  (+/- 180 meters Scaled)
 HU0845
 HU0845                          SUPERSEDED SURVEY CONTROL
 HU0845
 HU0845  NGVD 29 (??/??/??)   17.435  (m)           57.20   (f) ADJUSTED    2 0
 HU0845
 HU0845.Superseded values are not recommended for survey control.
 HU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0845.See file dsdata.txt to determine how the superseded data were derived.
 HU0845
 HU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ490103(NAD 83)
 HU0845_MARKER: DB = BENCH MARK DISK
 HU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0845_STAMPING: J 11 1942
 HU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0845+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1133 ***********************************************************************
 JU1133  DESIGNATION -  J 13
 JU1133  PID         -  JU1133
 JU1133  STATE/COUNTY-  DE/KENT
 JU1133  USGS QUAD   -  DOVER (1993)
 JU1133
 JU1133                         *CURRENT SURVEY CONTROL
 JU1133  ___________________________________________________________________
 JU1133* NAD 83(1986)-  39 09 49.     (N)    075 30 51.     (W)     SCALED    
 JU1133* NAVD 88     -         7.599  (meters)      24.93   (feet)  ADJUSTED  
 JU1133  ___________________________________________________________________
 JU1133  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU1133  DYNAMIC HT  -           7.595 (meters)      24.92  (feet)  COMP
 JU1133  MODELED GRAV-     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 topographic map and have
 JU1133.an estimated accuracy of +/- 6 seconds.
 JU1133
 JU1133.The orthometric height was determined by differential leveling
 JU1133.and adjusted in June 1991.
 JU1133
 JU1133.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1133
 JU1133  NGVD 29 (??/??/??)    7.833  (m)           25.70   (f) ADJUSTED    2 0
 JU1133
 JU1133.Superseded values are not recommended for survey control.
 JU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1133.See file dsdata.txt to determine how the superseded data were derived.
 JU1133
 JU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ555350(NAD 83)
 JU1133_MARKER: DB = BENCH MARK DISK
 JU1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1133_STAMPING: J 13 1942
 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 = MARCH  2, 2009
 JU1053 ***********************************************************************
 JU1053  DESIGNATION -  J 2
 JU1053  PID         -  JU1053
 JU1053  STATE/COUNTY-  DE/KENT
 JU1053  USGS QUAD   -  FREDERICA (1993)
 JU1053
 JU1053                         *CURRENT SURVEY CONTROL
 JU1053  ___________________________________________________________________
 JU1053* NAD 83(1986)-  39 03 26.     (N)    075 23 56.     (W)     SCALED    
 JU1053* NAVD 88     -         0.984  (meters)       3.23   (feet)  ADJUSTED  
 JU1053  ___________________________________________________________________
 JU1053  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU1053  DYNAMIC HT  -           0.984 (meters)       3.23  (feet)  COMP
 JU1053  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 JU1053
 JU1053  VERT ORDER  -  FIRST     CLASS I
 JU1053
 JU1053.The horizontal coordinates were scaled from a topographic map and have
 JU1053.an estimated accuracy of +/- 6 seconds.
 JU1053
 JU1053.The orthometric height was determined by differential leveling
 JU1053.and adjusted in June 1991.
 JU1053
 JU1053.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1053
 JU1053  NGVD 29 (??/??/??)    1.220  (m)            4.00   (f) ADJUSTED    1 1
 JU1053
 JU1053.Superseded values are not recommended for survey control.
 JU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1053.See file dsdata.txt to determine how the superseded data were derived.
 JU1053
 JU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ654232(NAD 83)
 JU1053_MARKER: DB = BENCH MARK DISK
 JU1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1053_SP_SET: CONCRETE BASE
 JU1053_STAMPING: 5.020 J 2 1931
 JU1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1450 ***********************************************************************
 JU1450  DESIGNATION -  J 21
 JU1450  PID         -  JU1450
 JU1450  STATE/COUNTY-  DE/NEW CASTLE
 JU1450  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1450
 JU1450                         *CURRENT SURVEY CONTROL
 JU1450  ___________________________________________________________________
 JU1450* NAD 83(1986)-  39 46 23.     (N)    075 31 43.     (W)     SCALED    
 JU1450* NAVD 88     -        58.097  (meters)     190.61   (feet)  ADJUSTED  
 JU1450  ___________________________________________________________________
 JU1450  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1450  DYNAMIC HT  -          58.071 (meters)     190.52  (feet)  COMP
 JU1450  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 JU1450
 JU1450  VERT ORDER  -  SECOND    CLASS 0
 JU1450
 JU1450.The horizontal coordinates were scaled from a topographic map and have
 JU1450.an estimated accuracy of +/- 6 seconds.
 JU1450
 JU1450.The orthometric height was determined by differential leveling
 JU1450.and adjusted in June 1991.
 JU1450
 JU1450.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1450
 JU1450  NGVD 29 (??/??/??)   58.444  (m)          191.75   (f) ADJUSTED    2 0
 JU1450
 JU1450.Superseded values are not recommended for survey control.
 JU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1450.See file dsdata.txt to determine how the superseded data were derived.
 JU1450
 JU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK547027(NAD 83)
 JU1450_MARKER: DB = BENCH MARK DISK
 JU1450_SETTING: 66 = SET IN ROCK OUTCROP
 JU1450_SP_SET: IN A DRILL HOLE IN BEDROCK
 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 = MARCH  2, 2009
 JU1463 ***********************************************************************
 JU1463  DESIGNATION -  J 22
 JU1463  PID         -  JU1463
 JU1463  STATE/COUNTY-  DE/NEW CASTLE
 JU1463  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1463
 JU1463                         *CURRENT SURVEY CONTROL
 JU1463  ___________________________________________________________________
 JU1463* NAD 83(1986)-  39 41 35.     (N)    075 35 46.     (W)     SCALED    
 JU1463* NAVD 88     -         7.968  (meters)      26.14   (feet)  POSTED    
 JU1463  ___________________________________________________________________
 JU1463  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1463  DYNAMIC HT  -           7.960 (meters)      26.12  (feet)  COMP
 JU1463  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 JU1463
 JU1463  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1463
 JU1463.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1463.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1463.rate of 2.1 thru 3.0 mm/km.
 JU1463
 JU1463.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1463
 JU1463  NGVD 29 (??/??/??)    8.319  (m)           27.29   (f) ADJUSTED    2 0
 JU1463
 JU1463.Superseded values are not recommended for survey control.
 JU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1463.See file dsdata.txt to determine how the superseded data were derived.
 JU1463
 JU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ488938(NAD 83)
 JU1463_MARKER: DB = BENCH MARK DISK
 JU1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1463_SP_SET: CATCH BASIN
 JU1463_STAMPING: J 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0116 ***********************************************************************
 HU0116  DESIGNATION -  J 27
 HU0116  PID         -  HU0116
 HU0116  STATE/COUNTY-  DE/SUSSEX
 HU0116  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0116
 HU0116                         *CURRENT SURVEY CONTROL
 HU0116  ___________________________________________________________________
 HU0116* NAD 83(1986)-  38 41 58.     (N)    075 04 42.     (W)     SCALED    
 HU0116* NAVD 88     -         5.129  (meters)      16.83   (feet)  ADJUSTED  
 HU0116  ___________________________________________________________________
 HU0116  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0116  DYNAMIC HT  -           5.126 (meters)      16.82  (feet)  COMP
 HU0116  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 HU0116
 HU0116  VERT ORDER  -  SECOND    CLASS 0
 HU0116
 HU0116.The horizontal coordinates were scaled from a topographic map and have
 HU0116.an estimated accuracy of +/- 6 seconds.
 HU0116
 HU0116.The orthometric height was determined by differential leveling
 HU0116.and adjusted in June 1991.
 HU0116
 HU0116.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0116
 HU0116  NGVD 29 (??/??/??)    5.364  (m)           17.60   (f) ADJUSTED    2 0
 HU0116
 HU0116.Superseded values are not recommended for survey control.
 HU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0116.See file dsdata.txt to determine how the superseded data were derived.
 HU0116
 HU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH931834(NAD 83)
 HU0116_MARKER: DB = BENCH MARK DISK
 HU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0116_STAMPING: J 27 1962
 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 = MARCH  2, 2009
 HU0117 ***********************************************************************
 HU0117  DESIGNATION -  J 27 RESET 1962 DEDHT
 HU0117  PID         -  HU0117
 HU0117  STATE/COUNTY-  DE/SUSSEX
 HU0117  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0117
 HU0117                         *CURRENT SURVEY CONTROL
 HU0117  ___________________________________________________________________
 HU0117* NAD 83(1986)-  38 41 58.     (N)    075 04 42.     (W)     SCALED    
 HU0117* NAVD 88     -         5.13   (meters)      16.8    (feet)  RESET     
 HU0117  ___________________________________________________________________
 HU0117  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0117  VERT ORDER  -  THIRD
 HU0117
 HU0117.The horizontal coordinates were scaled from a topographic map and have
 HU0117.an estimated accuracy of +/- 6 seconds.
 HU0117
 HU0117.The orthometric height was computed from unverified reset data.
 HU0117.No vertical observational check was made to the station.
 HU0117
 HU0117.The geoid height was determined by GEOID03.
 HU0117
 HU0117;                    North         East    Units  Estimated Accuracy
 HU0117;SPC DE       -    77,690.      229,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0117.See file dsdata.txt to determine how the superseded data were derived.
 HU0117
 HU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH931834(NAD 83)
 HU0117_MARKER: DB = BENCH MARK DISK
 HU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0117_STAMPING: J 27 1962
 HU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0117+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0095 ***********************************************************************
 HU0095  DESIGNATION -  J 28
 HU0095  PID         -  HU0095
 HU0095  STATE/COUNTY-  DE/SUSSEX
 HU0095  USGS QUAD   -  BETHANY BEACH (1991)
 HU0095
 HU0095                         *CURRENT SURVEY CONTROL
 HU0095  ___________________________________________________________________
 HU0095* NAD 83(1986)-  38 30 10.     (N)    075 03 16.     (W)     SCALED    
 HU0095* NAVD 88     -         2.077  (meters)       6.81   (feet)  ADJUSTED  
 HU0095  ___________________________________________________________________
 HU0095  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 HU0095  DYNAMIC HT  -           2.076 (meters)       6.81  (feet)  COMP
 HU0095  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 HU0095
 HU0095  VERT ORDER  -  SECOND    CLASS 0
 HU0095
 HU0095.The horizontal coordinates were scaled from a topographic map and have
 HU0095.an estimated accuracy of +/- 6 seconds.
 HU0095
 HU0095.The orthometric height was determined by differential leveling
 HU0095.and adjusted in June 1991.
 HU0095
 HU0095.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0095
 HU0095  NGVD 29 (??/??/??)    2.315  (m)            7.60   (f) ADJUSTED    2 0
 HU0095
 HU0095.Superseded values are not recommended for survey control.
 HU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0095.See file dsdata.txt to determine how the superseded data were derived.
 HU0095
 HU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH952616(NAD 83)
 HU0095_MARKER: DB = BENCH MARK DISK
 HU0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0095_SP_SET: STEEL TOWER LEG BASE
 HU0095_STAMPING: J 28 1962
 HU0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0078 ***********************************************************************
 HU0078  DESIGNATION -  J 29
 HU0078  PID         -  HU0078
 HU0078  STATE/COUNTY-  DE/SUSSEX
 HU0078  USGS QUAD   -  LEWES (1991)
 HU0078
 HU0078                         *CURRENT SURVEY CONTROL
 HU0078  ___________________________________________________________________
 HU0078* NAD 83(1986)-  38 45 38.     (N)    075 12 15.     (W)     SCALED    
 HU0078* NAVD 88     -         2.342  (meters)       7.68   (feet)  ADJUSTED  
 HU0078  ___________________________________________________________________
 HU0078  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0078  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 HU0078  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 HU0078
 HU0078  VERT ORDER  -  FIRST     CLASS II
 HU0078
 HU0078.The horizontal coordinates were scaled from a topographic map and have
 HU0078.an estimated accuracy of +/- 6 seconds.
 HU0078
 HU0078.The orthometric height was determined by differential leveling
 HU0078.and adjusted in June 1991.
 HU0078
 HU0078.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0078
 HU0078  NGVD 29 (??/??/??)    2.580  (m)            8.46   (f) ADJUSTED    1 2
 HU0078
 HU0078.Superseded values are not recommended for survey control.
 HU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0078.See file dsdata.txt to determine how the superseded data were derived.
 HU0078
 HU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH822902(NAD 83)
 HU0078_MARKER: DB = BENCH MARK DISK
 HU0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0078_SP_SET: BRIDGE
 HU0078_STAMPING: J 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0079 ***********************************************************************
 HU0079  DESIGNATION -  J 29 RESET 1965 DEDHT
 HU0079  PID         -  HU0079
 HU0079  STATE/COUNTY-  DE/SUSSEX
 HU0079  USGS QUAD   -  LEWES (1991)
 HU0079
 HU0079                         *CURRENT SURVEY CONTROL
 HU0079  ___________________________________________________________________
 HU0079* NAD 83(1986)-  38 45 38.     (N)    075 12 15.     (W)     SCALED    
 HU0079* NAVD 88     -         0.59   (meters)       1.9    (feet)  RESET     
 HU0079  ___________________________________________________________________
 HU0079  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0079  VERT ORDER  -  THIRD
 HU0079
 HU0079.The horizontal coordinates were scaled from a topographic map and have
 HU0079.an estimated accuracy of +/- 6 seconds.
 HU0079
 HU0079.The orthometric height was computed from unverified reset data.
 HU0079.No vertical observational check was made to the station.
 HU0079
 HU0079.The geoid height was determined by GEOID03.
 HU0079
 HU0079;                    North         East    Units  Estimated Accuracy
 HU0079;SPC DE       -    84,450.      218,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0079.See file dsdata.txt to determine how the superseded data were derived.
 HU0079
 HU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH822902(NAD 83)
 HU0079_MARKER: DB = BENCH MARK DISK
 HU0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0079_SP_SET: CONCRETE MONUMENT
 HU0079_STAMPING: J 29 RESET 1965
 HU0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0079
 HU0079  HISTORY     - Date     Condition        Report By
 HU0079  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0079  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0177 ***********************************************************************
 HU0177  DESIGNATION -  J 30
 HU0177  PID         -  HU0177
 HU0177  STATE/COUNTY-  DE/SUSSEX
 HU0177  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0177
 HU0177                         *CURRENT SURVEY CONTROL
 HU0177  ___________________________________________________________________
 HU0177* NAD 83(1986)-  38 55 16.     (N)    075 18 41.     (W)     SCALED    
 HU0177* NAVD 88     -         1.546  (meters)       5.07   (feet)  ADJUSTED  
 HU0177  ___________________________________________________________________
 HU0177  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 HU0177  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 HU0177  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HU0177
 HU0177  VERT ORDER  -  SECOND    CLASS 0
 HU0177
 HU0177.The horizontal coordinates were scaled from a topographic map and have
 HU0177.an estimated accuracy of +/- 6 seconds.
 HU0177
 HU0177.The orthometric height was determined by differential leveling
 HU0177.and adjusted in June 1991.
 HU0177
 HU0177.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0177
 HU0177  NGVD 29 (??/??/??)    1.785  (m)            5.86   (f) ADJUSTED    2 0
 HU0177
 HU0177.Superseded values are not recommended for survey control.
 HU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0177.See file dsdata.txt to determine how the superseded data were derived.
 HU0177
 HU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ730080(NAD 83)
 HU0177_MARKER: DB = BENCH MARK DISK
 HU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0177_STAMPING: J 30
 HU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0177+STABILITY: SURFACE MOTION
 HU0177
 HU0177  HISTORY     - Date     Condition        Report By
 HU0177  HISTORY     - UNK      MONUMENTED       CGS
 HU0177  HISTORY     - 1962     GOOD             CGS
 HU0177  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0793 ***********************************************************************
 HU0793  DESIGNATION -  J 33
 HU0793  PID         -  HU0793
 HU0793  STATE/COUNTY-  DE/SUSSEX
 HU0793  USGS QUAD   -  LAUREL (1992)
 HU0793
 HU0793                         *CURRENT SURVEY CONTROL
 HU0793  ___________________________________________________________________
 HU0793* NAD 83(1986)-  38 30 13.     (N)    075 34 24.     (W)     SCALED    
 HU0793* NAVD 88     -        11.980  (meters)      39.30   (feet)  ADJUSTED  
 HU0793  ___________________________________________________________________
 HU0793  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU0793  DYNAMIC HT  -          11.973 (meters)      39.28  (feet)  COMP
 HU0793  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 HU0793
 HU0793  VERT ORDER  -  FIRST     CLASS I
 HU0793
 HU0793.The horizontal coordinates were scaled from a topographic map and have
 HU0793.an estimated accuracy of +/- 6 seconds.
 HU0793
 HU0793.The orthometric height was determined by differential leveling
 HU0793.and adjusted in June 1991.
 HU0793
 HU0793.The geoid height was determined by GEOID03.
 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       -    55,910.      186,330.      MT  (+/- 180 meters Scaled)
 HU0793
 HU0793                          SUPERSEDED SURVEY CONTROL
 HU0793
 HU0793  NGVD 29 (??/??/??)   12.231  (m)           40.13   (f) ADJUSTED    1 1
 HU0793
 HU0793.Superseded values are not recommended for survey control.
 HU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0793.See file dsdata.txt to determine how the superseded data were derived.
 HU0793
 HU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH500618(NAD 83)
 HU0793_MARKER: DB = BENCH MARK DISK
 HU0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0793_STAMPING: J 33 1963
 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 = MARCH  2, 2009
 JU1098 ***********************************************************************
 JU1098  DESIGNATION -  J 34
 JU1098  PID         -  JU1098
 JU1098  STATE/COUNTY-  DE/KENT
 JU1098  USGS QUAD   -  DOVER (1993)
 JU1098
 JU1098                         *CURRENT SURVEY CONTROL
 JU1098  ___________________________________________________________________
 JU1098* NAD 83(1986)-  39 11 04.     (N)    075 33 18.     (W)     SCALED    
 JU1098* NAVD 88     -        11.878  (meters)      38.97   (feet)  ADJUSTED  
 JU1098  ___________________________________________________________________
 JU1098  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU1098  DYNAMIC HT  -          11.871 (meters)      38.95  (feet)  COMP
 JU1098  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 JU1098
 JU1098  VERT ORDER  -  FIRST     CLASS I
 JU1098
 JU1098.The horizontal coordinates were scaled from a topographic map and have
 JU1098.an estimated accuracy of +/- 6 seconds.
 JU1098
 JU1098.The orthometric height was determined by differential leveling
 JU1098.and adjusted in June 1991.
 JU1098
 JU1098.The geoid height was determined by GEOID03.
 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       -   131,490.      188,050.      MT  (+/- 180 meters Scaled)
 JU1098
 JU1098                          SUPERSEDED SURVEY CONTROL
 JU1098
 JU1098  NGVD 29 (??/??/??)   12.116  (m)           39.75   (f) ADJUSTED    1 1
 JU1098
 JU1098.Superseded values are not recommended for survey control.
 JU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1098.See file dsdata.txt to determine how the superseded data were derived.
 JU1098
 JU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ520373(NAD 83)
 JU1098_MARKER: DB = BENCH MARK DISK
 JU1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1098_STAMPING: J 34 1963
 JU1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1098+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2159 ***********************************************************************
 JU2159  DESIGNATION -  J 35
 JU2159  PID         -  JU2159
 JU2159  STATE/COUNTY-  DE/KENT
 JU2159  USGS QUAD   -  WYOMING (1993)
 JU2159
 JU2159                         *CURRENT SURVEY CONTROL
 JU2159  ___________________________________________________________________
 JU2159* NAD 83(1986)-  39 00 00.     (N)    075 34 39.     (W)     SCALED    
 JU2159* NAVD 88     -        16.913  (meters)      55.49   (feet)  ADJUSTED  
 JU2159  ___________________________________________________________________
 JU2159  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU2159  DYNAMIC HT  -          16.903 (meters)      55.46  (feet)  COMP
 JU2159  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JU2159
 JU2159  VERT ORDER  -  FIRST     CLASS I
 JU2159
 JU2159.The horizontal coordinates were scaled from a topographic map and have
 JU2159.an estimated accuracy of +/- 6 seconds.
 JU2159
 JU2159.The orthometric height was determined by differential leveling
 JU2159.and adjusted in June 1991.
 JU2159
 JU2159.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2159
 JU2159  NGVD 29 (??/??/??)   17.154  (m)           56.28   (f) ADJUSTED    1 1
 JU2159
 JU2159.Superseded values are not recommended for survey control.
 JU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2159.See file dsdata.txt to determine how the superseded data were derived.
 JU2159
 JU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499169(NAD 83)
 JU2159_MARKER: DB = BENCH MARK DISK
 JU2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2159_STAMPING: J 35 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1038 ***********************************************************************
 JU1038  DESIGNATION -  J 36
 JU1038  PID         -  JU1038
 JU1038  STATE/COUNTY-  DE/KENT
 JU1038  USGS QUAD   -  FREDERICA (1993)
 JU1038
 JU1038                         *CURRENT SURVEY CONTROL
 JU1038  ___________________________________________________________________
 JU1038* NAD 83(1986)-  39 04 44.     (N)    075 29 02.     (W)     SCALED    
 JU1038* NAVD 88     -         7.348  (meters)      24.11   (feet)  ADJUSTED  
 JU1038  ___________________________________________________________________
 JU1038  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 JU1038  DYNAMIC HT  -           7.344 (meters)      24.09  (feet)  COMP
 JU1038  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 JU1038
 JU1038  VERT ORDER  -  FIRST     CLASS I
 JU1038
 JU1038.The horizontal coordinates were scaled from a topographic map and have
 JU1038.an estimated accuracy of +/- 6 seconds.
 JU1038
 JU1038.The orthometric height was determined by differential leveling
 JU1038.and adjusted in June 1991.
 JU1038
 JU1038.The geoid height was determined by GEOID03.
 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       -   119,770.      194,180.      MT  (+/- 180 meters Scaled)
 JU1038
 JU1038                          SUPERSEDED SURVEY CONTROL
 JU1038
 JU1038  NGVD 29 (??/??/??)    7.586  (m)           24.89   (f) ADJUSTED    1 1
 JU1038
 JU1038.Superseded values are not recommended for survey control.
 JU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1038.See file dsdata.txt to determine how the superseded data were derived.
 JU1038
 JU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ581256(NAD 83)
 JU1038_MARKER: DB = BENCH MARK DISK
 JU1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1038_STAMPING: J 36 1963
 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 - March 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1014 ***********************************************************************
 JU1014  DESIGNATION -  J 37
 JU1014  PID         -  JU1014
 JU1014  STATE/COUNTY-  DE/KENT
 JU1014  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1014
 JU1014                         *CURRENT SURVEY CONTROL
 JU1014  ___________________________________________________________________
 JU1014* NAD 83(1986)-  39 19 11.     (N)    075 28 59.     (W)     SCALED    
 JU1014* NAVD 88     -         1.154  (meters)       3.79   (feet)  ADJUSTED  
 JU1014  ___________________________________________________________________
 JU1014  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU1014  DYNAMIC HT  -           1.153 (meters)       3.78  (feet)  COMP
 JU1014  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 JU1014
 JU1014  VERT ORDER  -  FIRST     CLASS I
 JU1014
 JU1014.The horizontal coordinates were scaled from a topographic map and have
 JU1014.an estimated accuracy of +/- 6 seconds.
 JU1014
 JU1014.The orthometric height was determined by differential leveling
 JU1014.and adjusted in June 1991.
 JU1014
 JU1014.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1014
 JU1014  NGVD 29 (??/??/??)    1.393  (m)            4.57   (f) ADJUSTED    1 1
 JU1014
 JU1014.Superseded values are not recommended for survey control.
 JU1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1014.See file dsdata.txt to determine how the superseded data were derived.
 JU1014
 JU1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ583523(NAD 83)
 JU1014_MARKER: DB = BENCH MARK DISK
 JU1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1014_STAMPING: J 37 1963
 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 = MARCH  2, 2009
 JU4230 ***********************************************************************
 JU4230  DESIGNATION -  J 38 RESET
 JU4230  PID         -  JU4230
 JU4230  STATE/COUNTY-  DE/NEW CASTLE
 JU4230  USGS QUAD   -  SAINT GEORGES (1993)
 JU4230
 JU4230                         *CURRENT SURVEY CONTROL
 JU4230  ___________________________________________________________________
 JU4230* NAD 83(2007)-  39 31 26.18995(N)    075 43 09.00015(W)     ADJUSTED  
 JU4230* NAVD 88     -        19.8    (meters)      65.     (feet)  GPS OBS   
 JU4230  ___________________________________________________________________
 JU4230  EPOCH DATE  -        2002.00
 JU4230  X           -   1,215,244.651 (meters)                     COMP
 JU4230  Y           -  -4,774,266.895 (meters)                     COMP
 JU4230  Z           -   4,037,345.618 (meters)                     COMP
 JU4230  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU4230  ELLIP HEIGHT-         -13.554 (meters)          (02/10/07) ADJUSTED
 JU4230  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU4230
 JU4230  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4230  Type    PID    Designation                      North   East  Ellip
 JU4230  -------------------------------------------------------------------
 JU4230  NETWORK JU4230 J 38 RESET                        1.72   1.20   1.80
 JU4230  -------------------------------------------------------------------
 JU4230
 JU4230.The horizontal coordinates were established by GPS observations
 JU4230.and adjusted by the National Geodetic Survey in February 2007.
 JU4230
 JU4230.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4230.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4230.The horizontal coordinates are valid at the epoch date displayed above.
 JU4230.The epoch date for horizontal control is a decimal equivalence
 JU4230.of Year/Month/Day.
 JU4230
 JU4230.The orthometric height was determined by GPS observations and a
 JU4230.high-resolution geoid model.
 JU4230
 JU4230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4230
 JU4230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4230
 JU4230.The ellipsoidal height was determined by GPS observations
 JU4230.and is referenced to NAD 83.
 JU4230
 JU4230.The geoid height was determined by GEOID03.
 JU4230
 JU4230;                    North         East     Units Scale Factor Converg.
 JU4230;SPC DE       -   169,217.073   173,989.973   MT  1.00000333   -0 11 33.0
 JU4230;SPC DE       -   555,173.01    570,832.10   sFT  1.00000333   -0 11 33.0
 JU4230;UTM  18      - 4,375,168.458   438,187.663   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|---------------------------------------------------------------------|
 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  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4230.See file dsdata.txt to determine how the superseded data were derived.
 JU4230
 JU4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3818875168(NAD 83)
 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 = MARCH  2, 2009
 JU2196 ***********************************************************************
 JU2196  DESIGNATION -  J 41
 JU2196  PID         -  JU2196
 JU2196  STATE/COUNTY-  DE/NEW CASTLE
 JU2196  USGS QUAD   -  NEWARK EAST (1993)
 JU2196
 JU2196                         *CURRENT SURVEY CONTROL
 JU2196  ___________________________________________________________________
 JU2196* NAD 83(1986)-  39 38 15.     (N)    075 37 48.     (W)     SCALED    
 JU2196* NAVD 88     -        19.637  (meters)      64.43   (feet)  ADJUSTED  
 JU2196  ___________________________________________________________________
 JU2196  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2196  DYNAMIC HT  -          19.628 (meters)      64.40  (feet)  COMP
 JU2196  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU2196
 JU2196  VERT ORDER  -  FIRST     CLASS II
 JU2196
 JU2196.The horizontal coordinates were scaled from a topographic map and have
 JU2196.an estimated accuracy of +/- 6 seconds.
 JU2196
 JU2196.The orthometric height was determined by differential leveling
 JU2196.and adjusted in June 1991.
 JU2196
 JU2196.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2196
 JU2196.No superseded survey control is available for this station.
 JU2196
 JU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459877(NAD 83)
 JU2196_MARKER: DB = BENCH MARK DISK
 JU2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2196_SP_SET: STAINLESS STEEL ROD
 JU2196_STAMPING: J 41 1979
 JU2196_PROJECTION: RECESSED 3 CENTIMETERS
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0167 ***********************************************************************
 HU0167  DESIGNATION -  J 5
 HU0167  PID         -  HU0167
 HU0167  STATE/COUNTY-  DE/SUSSEX
 HU0167  USGS QUAD   -  GEORGETOWN (1992)
 HU0167
 HU0167                         *CURRENT SURVEY CONTROL
 HU0167  ___________________________________________________________________
 HU0167* NAD 83(1986)-  38 41 35.     (N)    075 23 09.     (W)     SCALED    
 HU0167* NAVD 88     -        15.583  (meters)      51.13   (feet)  ADJUSTED  
 HU0167  ___________________________________________________________________
 HU0167  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0167  DYNAMIC HT  -          15.573 (meters)      51.09  (feet)  COMP
 HU0167  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 HU0167
 HU0167  VERT ORDER  -  SECOND    CLASS 0
 HU0167
 HU0167.The horizontal coordinates were scaled from a topographic map and have
 HU0167.an estimated accuracy of +/- 6 seconds.
 HU0167
 HU0167.The orthometric height was determined by differential leveling
 HU0167.and adjusted in June 1991.
 HU0167.WARNING-Repeat measurements at this control monument indicate possible
 HU0167.vertical movement.
 HU0167
 HU0167.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0167
 HU0167  NGVD 29 (??/??/??)   15.821  (m)           51.91   (f) ADJUSTED    2 0
 HU0167
 HU0167.Superseded values are not recommended for survey control.
 HU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0167.See file dsdata.txt to determine how the superseded data were derived.
 HU0167
 HU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH664827(NAD 83)
 HU0167_MARKER: DB = BENCH MARK DISK
 HU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0167_STAMPING: J 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0334 ***********************************************************************
 HU0334  DESIGNATION -  J 9
 HU0334  PID         -  HU0334
 HU0334  STATE/COUNTY-  DE/SUSSEX
 HU0334  USGS QUAD   -  PITTSVILLE (1992)
 HU0334
 HU0334                         *CURRENT SURVEY CONTROL
 HU0334  ___________________________________________________________________
 HU0334* NAD 83(1986)-  38 29 15.     (N)    075 28 29.     (W)     SCALED    
 HU0334* NAVD 88     -        16.331  (meters)      53.58   (feet)  ADJUSTED  
 HU0334  ___________________________________________________________________
 HU0334  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0334  DYNAMIC HT  -          16.321 (meters)      53.55  (feet)  COMP
 HU0334  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 HU0334
 HU0334  VERT ORDER  -  SECOND    CLASS 0
 HU0334
 HU0334.The horizontal coordinates were scaled from a topographic map and have
 HU0334.an estimated accuracy of +/- 6 seconds.
 HU0334
 HU0334.The orthometric height was determined by differential leveling
 HU0334.and adjusted in June 1991.
 HU0334
 HU0334.The geoid height was determined by GEOID03.
 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       -    54,110.      194,940.      MT  (+/- 180 meters Scaled)
 HU0334
 HU0334                          SUPERSEDED SURVEY CONTROL
 HU0334
 HU0334  NGVD 29 (??/??/??)   16.567  (m)           54.35   (f) ADJUSTED    2 0
 HU0334
 HU0334.Superseded values are not recommended for survey control.
 HU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0334.See file dsdata.txt to determine how the superseded data were derived.
 HU0334
 HU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH585600(NAD 83)
 HU0334_MARKER: DB = BENCH MARK DISK
 HU0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0334_STAMPING: J 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2531 ***********************************************************************
 JU2531  DESIGNATION -  JAMERSON
 JU2531  PID         -  JU2531
 JU2531  STATE/COUNTY-  DE/NEW CASTLE
 JU2531  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2531
 JU2531                         *CURRENT SURVEY CONTROL
 JU2531  ___________________________________________________________________
 JU2531* NAD 83(1991)-  39 43 32.82215(N)    075 33 41.82417(W)     ADJUSTED  
 JU2531* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 JU2531  ___________________________________________________________________
 JU2531  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JU2531  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2531
 JU2531.The geoid height was determined by GEOID03.
 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       -   1.00000492  x   0.99999690  =   1.00000182
 JU2531!SPC NJ       -   1.00000492  x   1.00000194  =   1.00000686
 JU2531!UTM  18      -   1.00000492  x   0.99962852  =   0.99963344
 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    3  
 JU2531
 JU2531.Superseded values are not recommended for survey control.
 JU2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2531.See file dsdata.txt to determine how the superseded data were derived.
 JU2531
 JU2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5186997473(NAD 83)
 JU2531_MARKER: DD = SURVEY DISK
 JU2531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2531+WITH SETTING: PAVEMENT
 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 = MARCH  2, 2009
 JU2532 ***********************************************************************
 JU2532  DESIGNATION -  JEANNE
 JU2532  PID         -  JU2532
 JU2532  STATE/COUNTY-  DE/NEW CASTLE
 JU2532  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2532
 JU2532                         *CURRENT SURVEY CONTROL
 JU2532  ___________________________________________________________________
 JU2532* NAD 83(1991)-  39 43 41.45433(N)    075 32 04.92097(W)     ADJUSTED  
 JU2532* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 JU2532  ___________________________________________________________________
 JU2532  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU2532  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2532
 JU2532.The geoid height was determined by GEOID03.
 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       -   1.00000470  x   0.99999626  =   1.00000096
 JU2532!SPC NJ       -   1.00000470  x   0.99999683  =   1.00000153
 JU2532!UTM  18      -   1.00000470  x   0.99962585  =   0.99963055
 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    3  
 JU2532
 JU2532.Superseded values are not recommended for survey control.
 JU2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2532.See file dsdata.txt to determine how the superseded data were derived.
 JU2532
 JU2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5417897725(NAD 83)
 JU2532_MARKER: DD = SURVEY DISK
 JU2532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2532+STABILITY: SURFACE MOTION
 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 = MARCH  2, 2009
 HU1391 ***********************************************************************
 HU1391  DESIGNATION -  JOHN TUNNELS HOUSE CHIMNEY
 HU1391  PID         -  HU1391
 HU1391  STATE/COUNTY-  DE/SUSSEX
 HU1391  USGS QUAD   -  BETHANY BEACH (1991)
 HU1391
 HU1391                         *CURRENT SURVEY CONTROL
 HU1391  ___________________________________________________________________
 HU1391* NAD 83(1991)-  38 31 00.82190(N)    075 04 29.48720(W)     ADJUSTED  
 HU1391* NAVD 88     -              **(meters)            **(feet)            
 HU1391  ___________________________________________________________________
 HU1391  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HU1391  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 HU1391  HORZ ORDER  -  THIRD
 HU1391
 HU1391.The horizontal coordinates were established by classical geodetic methods
 HU1391.and adjusted by the National Geodetic Survey in January 1992.
 HU1391
 HU1391
 HU1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1391
 HU1391.The geoid height was determined by GEOID03.
 HU1391
 HU1391;                    North         East     Units Scale Factor Converg.
 HU1391;SPC DE       -    57,431.139   229,809.879   MT  1.00000594   +0 12 46.3
 HU1391;SPC DE       -   188,422.00    753,967.91   sFT  1.00000594   +0 12 46.3
 HU1391;UTM  18      - 4,263,170.777   493,474.105   MT  0.99960052   -0 02 47.8
 HU1391
 HU1391                          SUPERSEDED SURVEY CONTROL
 HU1391
 HU1391  NAD 83(1986)-  38 31 00.80450(N)    075 04 29.50757(W) AD(       ) 4
 HU1391  NAD 27      -  38 31 00.40400(N)    075 04 30.85700(W) AD(       ) 3
 HU1391
 HU1391.Superseded values are not recommended for survey control.
 HU1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1391.See file dsdata.txt to determine how the superseded data were derived.
 HU1391
 HU1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9347463171(NAD 83)
 HU1391_MARKER: 85 = CHIMNEY
 HU1391
 HU1391  HISTORY     - Date     Condition        Report By
 HU1391  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1391
 HU1391                          STATION DESCRIPTION
 HU1391
 HU1391'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2043 ***********************************************************************
 HU2043  DESIGNATION -  JOHNSON
 HU2043  PID         -  HU2043
 HU2043  STATE/COUNTY-  DE/SUSSEX
 HU2043  USGS QUAD   -  SEAFORD WEST (1992)
 HU2043
 HU2043                         *CURRENT SURVEY CONTROL
 HU2043  ___________________________________________________________________
 HU2043* NAD 83(1991)-  38 43 12.69764(N)    075 42 50.16892(W)     ADJUSTED  
 HU2043* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 HU2043  ___________________________________________________________________
 HU2043  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HU2043  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2043
 HU2043.The geoid height was determined by GEOID03.
 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       -   1.00000359  x   1.00000323  =   1.00000682
 HU2043!SPC MD       -   1.00000359  x   0.99995352  =   0.99995711
 HU2043!UTM  18      -   1.00000359  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|---------------------------------------------------------------------|
 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 1962                   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    3  
 HU2043
 HU2043.Superseded values are not recommended for survey control.
 HU2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2043.See file dsdata.txt to determine how the superseded data were derived.
 HU2043
 HU2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3793685969(NAD 83)
 HU2043_MARKER: DS = TRIANGULATION STATION DISK
 HU2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU4249 ***********************************************************************
 JU4249  DESIGNATION -  JONES BLOCK
 JU4249  PID         -  JU4249
 JU4249  STATE/COUNTY-  DE/KENT
 JU4249  USGS QUAD   -  FREDERICA (1993)
 JU4249
 JU4249                         *CURRENT SURVEY CONTROL
 JU4249  ___________________________________________________________________
 JU4249* NAD 83(1991)-  39 03 56.25678(N)    075 24 07.91965(W)     ADJUSTED  
 JU4249* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4249  ___________________________________________________________________
 JU4249  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU4249  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4249
 JU4249.The geoid height was determined by GEOID03.
 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       -   1.00000515  x   0.99999502  =   1.00000017
 JU4249!UTM  18      -   1.00000515  x   0.99961491  =   0.99962006
 JU4249
 JU4249                          SUPERSEDED SURVEY CONTROL
 JU4249
 JU4249.No superseded survey control is available for this station.
 JU4249
 JU4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6520524136(NAD 83)
 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 = MARCH  2, 2009
 JU1795 ***********************************************************************
 JU1795  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1795  DESIGNATION -  K 1
 JU1795  PID         -  JU1795
 JU1795  STATE/COUNTY-  DE/NEW CASTLE
 JU1795  USGS QUAD   -  DELAWARE CITY (1993)
 JU1795
 JU1795                         *CURRENT SURVEY CONTROL
 JU1795  ___________________________________________________________________
 JU1795* NAD 83(1986)-  39 33 33.     (N)    075 34 58.     (W)     SCALED    
 JU1795* NAVD 88     -         2.379  (meters)       7.81   (feet)  ADJUSTED  
 JU1795  ___________________________________________________________________
 JU1795  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU1795  DYNAMIC HT  -           2.378 (meters)       7.80  (feet)  COMP
 JU1795  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 JU1795
 JU1795  VERT ORDER  -  FIRST     CLASS I
 JU1795
 JU1795.The horizontal coordinates were scaled from a topographic map and have
 JU1795.an estimated accuracy of +/- 6 seconds.
 JU1795
 JU1795.The orthometric height was determined by differential leveling
 JU1795.and adjusted in June 1991.
 JU1795.WARNING-Repeat measurements at this control monument indicate possible
 JU1795.vertical movement.
 JU1795
 JU1795.This Tidal Bench Mark is designated as VM 379
 JU1795.by the Center for Operational Oceanographic Products and Services.
 JU1795
 JU1795.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1795
 JU1795  NGVD 29 (??/??/??)    2.621  (m)            8.60   (f) ADJUSTED    1 1
 JU1795
 JU1795.Superseded values are not recommended for survey control.
 JU1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1795.See file dsdata.txt to determine how the superseded data were derived.
 JU1795
 JU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499789(NAD 83)
 JU1795_MARKER: DB = BENCH MARK DISK
 JU1795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1795_SP_SET: CULVERT
 JU1795_STAMPING: K 1 1931 8.999
 JU1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU2103 ***********************************************************************
 JU2103  DESIGNATION -  K 11
 JU2103  PID         -  JU2103
 JU2103  STATE/COUNTY-  DE/KENT
 JU2103  USGS QUAD   -  MARYDEL (1993)
 JU2103
 JU2103                         *CURRENT SURVEY CONTROL
 JU2103  ___________________________________________________________________
 JU2103* NAD 83(1986)-  39 00 22.9    (N)    075 41 01.6    (W)     HD_HELD2  
 JU2103* NAVD 88     -        18.835  (meters)      61.79   (feet)  ADJUSTED  
 JU2103  ___________________________________________________________________
 JU2103  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 JU2103  DYNAMIC HT  -          18.824 (meters)      61.76  (feet)  COMP
 JU2103  MODELED GRAV-     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
 JU2103.and adjusted in June 1991.
 JU2103
 JU2103.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2103
 JU2103  NGVD 29 (??/??/??)   19.074  (m)           62.58   (f) ADJUSTED    2 0
 JU2103
 JU2103.Superseded values are not recommended for survey control.
 JU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2103.See file dsdata.txt to determine how the superseded data were derived.
 JU2103
 JU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4079517705(NAD 83)
 JU2103_MARKER: DB = BENCH MARK DISK
 JU2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2103_SP_SET: 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 - June 23, 2004
 JU2103
 JU2103  HISTORY     - Date     Condition        Report By
 JU2103  HISTORY     - 1942     MONUMENTED       CGS
 JU2103  HISTORY     - 1964     GOOD             NGS
 JU2103  HISTORY     - 1981     GOOD             UDE
 JU2103  HISTORY     - 20030211 GOOD             MDSHA
 JU2103  HISTORY     - 20040623 GOOD             GEOCAC
 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 NATIONAL 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.  HANDHELD COORDINATES ARE
 JU2103'N39-00-22.92 W075-41-01.62.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1242 ***********************************************************************
 JU1242  DESIGNATION -  K 14
 JU1242  PID         -  JU1242
 JU1242  STATE/COUNTY-  DE/KENT
 JU1242  USGS QUAD   -  SMYRNA (1993)
 JU1242
 JU1242                         *CURRENT SURVEY CONTROL
 JU1242  ___________________________________________________________________
 JU1242* NAD 83(1986)-  39 16 07.     (N)    075 31 16.     (W)     SCALED    
 JU1242* NAVD 88     -         5.612  (meters)      18.41   (feet)  ADJUSTED  
 JU1242  ___________________________________________________________________
 JU1242  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JU1242  DYNAMIC HT  -           5.609 (meters)      18.40  (feet)  COMP
 JU1242  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 JU1242
 JU1242  VERT ORDER  -  THIRD
 JU1242
 JU1242.The horizontal coordinates were scaled from a topographic map and have
 JU1242.an estimated accuracy of +/- 6 seconds.
 JU1242
 JU1242.The orthometric height was determined by differential leveling
 JU1242.and adjusted in June 1991.
 JU1242
 JU1242.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1242
 JU1242  NGVD 29 (??/??/??)    5.820  (m)           19.09   (f) ADJUSTED    3 0
 JU1242
 JU1242.Superseded values are not recommended for survey control.
 JU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1242.See file dsdata.txt to determine how the superseded data were derived.
 JU1242
 JU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ550467(NAD 83)
 JU1242_MARKER: DB = BENCH MARK DISK
 JU1242_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1242+WITH SETTING: INTO GROUND
 JU1242_STAMPING: K 14 1946
 JU1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1242+STABILITY: SURFACE MOTION
 JU1242
 JU1242  HISTORY     - Date     Condition        Report By
 JU1242  HISTORY     - 1946     MONUMENTED       CGS
 JU1242  HISTORY     - 1981     MARK NOT FOUND   UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2126 ***********************************************************************
 JU2126  DESIGNATION -  K 21
 JU2126  PID         -  JU2126
 JU2126  STATE/COUNTY-  DE/NEW CASTLE
 JU2126  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU2126
 JU2126                         *CURRENT SURVEY CONTROL
 JU2126  ___________________________________________________________________
 JU2126* NAD 83(1986)-  39 45 14.     (N)    075 30 22.     (W)     SCALED    
 JU2126* NAVD 88     -         2.393  (meters)       7.85   (feet)  ADJUSTED  
 JU2126  ___________________________________________________________________
 JU2126  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU2126  DYNAMIC HT  -           2.392 (meters)       7.85  (feet)  COMP
 JU2126  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 JU2126
 JU2126  VERT ORDER  -  FIRST     CLASS I
 JU2126
 JU2126.The horizontal coordinates were scaled from a topographic map and have
 JU2126.an estimated accuracy of +/- 6 seconds.
 JU2126
 JU2126.The orthometric height was determined by differential leveling
 JU2126.and adjusted in June 1991.
 JU2126
 JU2126.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2126
 JU2126  NGVD 29 (??/??/??)    2.658  (m)            8.72   (f) ADJUSTED    1 1
 JU2126
 JU2126.Superseded values are not recommended for survey control.
 JU2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2126.See file dsdata.txt to determine how the superseded data were derived.
 JU2126
 JU2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK566005(NAD 83)
 JU2126_MARKER: DB = BENCH MARK DISK
 JU2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2126_SP_SET: CULVERT HEADWALL
 JU2126_STAMPING: K 21 1959
 JU2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2126
 JU2126  HISTORY     - Date     Condition        Report By
 JU2126  HISTORY     - 1959     MONUMENTED       CGS
 JU2126  HISTORY     - 1963     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1704 ***********************************************************************
 JU1704  DESIGNATION -  K 22
 JU1704  PID         -  JU1704
 JU1704  STATE/COUNTY-  DE/NEW CASTLE
 JU1704  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1704
 JU1704                         *CURRENT SURVEY CONTROL
 JU1704  ___________________________________________________________________
 JU1704* NAD 83(1986)-  39 42 50.     (N)    075 35 55.     (W)     SCALED    
 JU1704* NAVD 88     -         5.722  (meters)      18.77   (feet)  ADJUSTED  
 JU1704  ___________________________________________________________________
 JU1704  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU1704  DYNAMIC HT  -           5.719 (meters)      18.76  (feet)  COMP
 JU1704  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 JU1704
 JU1704  VERT ORDER  -  SECOND    CLASS 0
 JU1704
 JU1704.The horizontal coordinates were scaled from a topographic map and have
 JU1704.an estimated accuracy of +/- 6 seconds.
 JU1704
 JU1704.The orthometric height was determined by differential leveling
 JU1704.and adjusted in June 1991.
 JU1704
 JU1704.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1704
 JU1704  NGVD 29 (??/??/??)    6.072  (m)           19.92   (f) ADJUSTED    2 0
 JU1704
 JU1704.Superseded values are not recommended for survey control.
 JU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1704.See file dsdata.txt to determine how the superseded data were derived.
 JU1704
 JU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ486961(NAD 83)
 JU1704_MARKER: DB = BENCH MARK DISK
 JU1704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1704_SP_SET: WALL
 JU1704_STAMPING: K 22 1959
 JU1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1704
 JU1704  HISTORY     - Date     Condition        Report By
 JU1704  HISTORY     - 1959     MONUMENTED       CGS
 JU1704  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0115 ***********************************************************************
 HU0115  DESIGNATION -  K 27
 HU0115  PID         -  HU0115
 HU0115  STATE/COUNTY-  DE/SUSSEX
 HU0115  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0115
 HU0115                         *CURRENT SURVEY CONTROL
 HU0115  ___________________________________________________________________
 HU0115* NAD 83(1986)-  38 41 03.     (N)    075 04 23.     (W)     SCALED    
 HU0115* NAVD 88     -         0.783  (meters)       2.57   (feet)  ADJUSTED  
 HU0115  ___________________________________________________________________
 HU0115  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 HU0115  DYNAMIC HT  -           0.782 (meters)       2.57  (feet)  COMP
 HU0115  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 HU0115
 HU0115  VERT ORDER  -  SECOND    CLASS 0
 HU0115
 HU0115.The horizontal coordinates were scaled from a topographic map and have
 HU0115.an estimated accuracy of +/- 6 seconds.
 HU0115
 HU0115.The orthometric height was determined by differential leveling
 HU0115.and adjusted in June 1991.
 HU0115
 HU0115.The geoid height was determined by GEOID03.
 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       -    76,000.      229,900.      MT  (+/- 180 meters Scaled)
 HU0115
 HU0115                          SUPERSEDED SURVEY CONTROL
 HU0115
 HU0115  NGVD 29 (??/??/??)    1.018  (m)            3.34   (f) ADJUSTED    2 0
 HU0115
 HU0115.Superseded values are not recommended for survey control.
 HU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0115.See file dsdata.txt to determine how the superseded data were derived.
 HU0115
 HU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH936817(NAD 83)
 HU0115_MARKER: DB = BENCH MARK DISK
 HU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0115_STAMPING: K 27 1962
 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 - May 18, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0383 ***********************************************************************
 HU0383  DESIGNATION -  K 28
 HU0383  PID         -  HU0383
 HU0383  STATE/COUNTY-  DE/SUSSEX
 HU0383  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0383
 HU0383                         *CURRENT SURVEY CONTROL
 HU0383  ___________________________________________________________________
 HU0383* NAD 83(1986)-  38 28 25.     (N)    075 03 04.     (W)     SCALED    
 HU0383* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 HU0383  ___________________________________________________________________
 HU0383  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 HU0383  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 HU0383  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 HU0383
 HU0383  VERT ORDER  -  SECOND    CLASS 0
 HU0383
 HU0383.The horizontal coordinates were scaled from a topographic map and have
 HU0383.an estimated accuracy of +/- 6 seconds.
 HU0383
 HU0383.The orthometric height was determined by differential leveling
 HU0383.and adjusted in June 1991.
 HU0383
 HU0383.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0383
 HU0383  NGVD 29 (??/??/??)    2.646  (m)            8.68   (f) ADJUSTED    2 0
 HU0383
 HU0383.Superseded values are not recommended for survey control.
 HU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0383.See file dsdata.txt to determine how the superseded data were derived.
 HU0383
 HU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH955583(NAD 83)
 HU0383_MARKER: DB = BENCH MARK DISK
 HU0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0383_SP_SET: FOUNDATION
 HU0383_STAMPING: K 28 1962
 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 = MARCH  2, 2009
 HU0076 ***********************************************************************
 HU0076  DESIGNATION -  K 29
 HU0076  PID         -  HU0076
 HU0076  STATE/COUNTY-  DE/SUSSEX
 HU0076  USGS QUAD   -  LEWES (1991)
 HU0076
 HU0076                         *CURRENT SURVEY CONTROL
 HU0076  ___________________________________________________________________
 HU0076* NAD 83(1986)-  38 46 04.     (N)    075 12 54.     (W)     SCALED    
 HU0076* NAVD 88     -         7.830  (meters)      25.69   (feet)  ADJUSTED  
 HU0076  ___________________________________________________________________
 HU0076  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0076  DYNAMIC HT  -           7.826 (meters)      25.68  (feet)  COMP
 HU0076  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 HU0076
 HU0076  VERT ORDER  -  FIRST     CLASS II
 HU0076
 HU0076.The horizontal coordinates were scaled from a topographic map and have
 HU0076.an estimated accuracy of +/- 6 seconds.
 HU0076
 HU0076.The orthometric height was determined by differential leveling
 HU0076.and adjusted in June 1991.
 HU0076
 HU0076.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0076
 HU0076  NGVD 29 (??/??/??)    8.067  (m)           26.47   (f) ADJUSTED    1 2
 HU0076
 HU0076.Superseded values are not recommended for survey control.
 HU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0076.See file dsdata.txt to determine how the superseded data were derived.
 HU0076
 HU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH813910(NAD 83)
 HU0076_MARKER: DB = BENCH MARK DISK
 HU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0076_STAMPING: K 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0077 ***********************************************************************
 HU0077  DESIGNATION -  K 29 RESET 1965 DEDHT
 HU0077  PID         -  HU0077
 HU0077  STATE/COUNTY-  DE/SUSSEX
 HU0077  USGS QUAD   -  LEWES (1991)
 HU0077
 HU0077                         *CURRENT SURVEY CONTROL
 HU0077  ___________________________________________________________________
 HU0077* NAD 83(1986)-  38 46 04.     (N)    075 12 54.     (W)     SCALED    
 HU0077* NAVD 88     -         7.58   (meters)      24.9    (feet)  RESET     
 HU0077  ___________________________________________________________________
 HU0077  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0077  VERT ORDER  -  THIRD
 HU0077
 HU0077.The horizontal coordinates were scaled from a topographic map and have
 HU0077.an estimated accuracy of +/- 6 seconds.
 HU0077
 HU0077.The orthometric height was computed from unverified reset data.
 HU0077.No vertical observational check was made to the station.
 HU0077
 HU0077.The geoid height was determined by GEOID03.
 HU0077
 HU0077;                    North         East    Units  Estimated Accuracy
 HU0077;SPC DE       -    85,250.      217,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0077.See file dsdata.txt to determine how the superseded data were derived.
 HU0077
 HU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH813910(NAD 83)
 HU0077_MARKER: DB = BENCH MARK DISK
 HU0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0077_SP_SET: CONC MONUMENT
 HU0077_STAMPING: K 29 RESET 1965
 HU0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1820 ***********************************************************************
 JU1820  DESIGNATION -  K 3
 JU1820  PID         -  JU1820
 JU1820  STATE/COUNTY-  DE/NEW CASTLE
 JU1820  USGS QUAD   -  SAINT GEORGES (1993)
 JU1820
 JU1820                         *CURRENT SURVEY CONTROL
 JU1820  ___________________________________________________________________
 JU1820* NAD 83(1986)-  39 32 14.     (N)    075 43 33.     (W)     SCALED    
 JU1820* NAVD 88     -        20.453  (meters)      67.10   (feet)  ADJUSTED  
 JU1820  ___________________________________________________________________
 JU1820  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU1820  DYNAMIC HT  -          20.443 (meters)      67.07  (feet)  COMP
 JU1820  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 JU1820
 JU1820  VERT ORDER  -  FIRST     CLASS I
 JU1820
 JU1820.The horizontal coordinates were scaled from a topographic map and have
 JU1820.an estimated accuracy of +/- 6 seconds.
 JU1820
 JU1820.The orthometric height was determined by differential leveling
 JU1820.and adjusted in June 1991.
 JU1820
 JU1820.The geoid height was determined by GEOID03.
 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       -   170,690.      173,420.      MT  (+/- 180 meters Scaled)
 JU1820
 JU1820                          SUPERSEDED SURVEY CONTROL
 JU1820
 JU1820  NGVD 29 (??/??/??)   20.692  (m)           67.89   (f) ADJUSTED    1 1
 JU1820
 JU1820.Superseded values are not recommended for survey control.
 JU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1820.See file dsdata.txt to determine how the superseded data were derived.
 JU1820
 JU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ376766(NAD 83)
 JU1820_MARKER: DB = BENCH MARK DISK
 JU1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1820_STAMPING: 68.261 K 3 1931
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0178 ***********************************************************************
 HU0178  DESIGNATION -  K 30
 HU0178  PID         -  HU0178
 HU0178  STATE/COUNTY-  DE/SUSSEX
 HU0178  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0178
 HU0178                         *CURRENT SURVEY CONTROL
 HU0178  ___________________________________________________________________
 HU0178* NAD 83(1986)-  38 54 41.     (N)    075 18 19.     (W)     SCALED    
 HU0178* NAVD 88     -         0.624  (meters)       2.05   (feet)  ADJUSTED  
 HU0178  ___________________________________________________________________
 HU0178  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 HU0178  DYNAMIC HT  -           0.623 (meters)       2.04  (feet)  COMP
 HU0178  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 HU0178
 HU0178  VERT ORDER  -  SECOND    CLASS 0
 HU0178
 HU0178.The horizontal coordinates were scaled from a topographic map and have
 HU0178.an estimated accuracy of +/- 6 seconds.
 HU0178
 HU0178.The orthometric height was determined by differential leveling
 HU0178.and adjusted in June 1991.
 HU0178
 HU0178.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0178;SPC DE       -   101,170.      209,660.      MT  (+/- 180 meters Scaled)
 HU0178
 HU0178                          SUPERSEDED SURVEY CONTROL
 HU0178
 HU0178  NGVD 29 (??/??/??)    0.863  (m)            2.83   (f) ADJUSTED    2 0
 HU0178
 HU0178.Superseded values are not recommended for survey control.
 HU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0178.See file dsdata.txt to determine how the superseded data were derived.
 HU0178
 HU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ735069(NAD 83)
 HU0178_MARKER: DB = BENCH MARK DISK
 HU0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0178_SP_SET: CULVERT
 HU0178_STAMPING: K 30 1962
 HU0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0178+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 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
 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 BRIDE 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'NON SCALED GEOGRAPHIC COORDINATES ARE
 HU0178'38 54 40.73451 N
 HU0178'075 18 19.62716 W
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0791 ***********************************************************************
 HU0791  DESIGNATION -  K 33
 HU0791  PID         -  HU0791
 HU0791  STATE/COUNTY-  DE/SUSSEX
 HU0791  USGS QUAD   -  LAUREL (1992)
 HU0791
 HU0791                         *CURRENT SURVEY CONTROL
 HU0791  ___________________________________________________________________
 HU0791* NAD 83(1986)-  38 31 21.     (N)    075 34 20.     (W)     SCALED    
 HU0791* NAVD 88     -        10.630  (meters)      34.88   (feet)  ADJUSTED  
 HU0791  ___________________________________________________________________
 HU0791  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 HU0791  DYNAMIC HT  -          10.624 (meters)      34.86  (feet)  COMP
 HU0791  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 HU0791
 HU0791  VERT ORDER  -  FIRST     CLASS I
 HU0791
 HU0791.The horizontal coordinates were scaled from a topographic map and have
 HU0791.an estimated accuracy of +/- 6 seconds.
 HU0791
 HU0791.The orthometric height was determined by differential leveling
 HU0791.and adjusted in June 1991.
 HU0791
 HU0791.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0791;SPC DE       -    58,010.      186,440.      MT  (+/- 180 meters Scaled)
 HU0791
 HU0791                          SUPERSEDED SURVEY CONTROL
 HU0791
 HU0791  NGVD 29 (??/??/??)   10.880  (m)           35.70   (f) ADJUSTED    1 1
 HU0791
 HU0791.Superseded values are not recommended for survey control.
 HU0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0791.See file dsdata.txt to determine how the superseded data were derived.
 HU0791
 HU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501639(NAD 83)
 HU0791_MARKER: DB = BENCH MARK DISK
 HU0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0791_STAMPING: K 33 1963
 HU0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0791+STABILITY: SURFACE MOTION
 HU0791
 HU0791  HISTORY     - Date     Condition        Report By
 HU0791  HISTORY     - 1963     MONUMENTED       CGS
 HU0791  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1106 ***********************************************************************
 JU1106  DESIGNATION -  K 34
 JU1106  PID         -  JU1106
 JU1106  STATE/COUNTY-  DE/KENT
 JU1106  USGS QUAD   -  DOVER (1993)
 JU1106
 JU1106                         *CURRENT SURVEY CONTROL
 JU1106  ___________________________________________________________________
 JU1106* NAD 83(1986)-  39 10 35.     (N)    075 32 52.     (W)     SCALED    
 JU1106* NAVD 88     -         9.969  (meters)      32.71   (feet)  ADJUSTED  
 JU1106  ___________________________________________________________________
 JU1106  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU1106  DYNAMIC HT  -           9.964 (meters)      32.69  (feet)  COMP
 JU1106  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 JU1106
 JU1106  VERT ORDER  -  FIRST     CLASS I
 JU1106
 JU1106.The horizontal coordinates were scaled from a topographic map and have
 JU1106.an estimated accuracy of +/- 6 seconds.
 JU1106
 JU1106.The orthometric height was determined by differential leveling
 JU1106.and adjusted in June 1991.
 JU1106
 JU1106.The geoid height was determined by GEOID03.
 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       -   130,600.      188,670.      MT  (+/- 180 meters Scaled)
 JU1106
 JU1106                          SUPERSEDED SURVEY CONTROL
 JU1106
 JU1106  NGVD 29 (??/??/??)   10.208  (m)           33.49   (f) ADJUSTED    1 1
 JU1106
 JU1106.Superseded values are not recommended for survey control.
 JU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1106.See file dsdata.txt to determine how the superseded data were derived.
 JU1106
 JU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ526364(NAD 83)
 JU1106_MARKER: DB = BENCH MARK DISK
 JU1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1106_SP_SET: CULVERT
 JU1106_STAMPING: K 34 1963
 JU1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1106+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0859 ***********************************************************************
 HU0859  DESIGNATION -  K 35
 HU0859  PID         -  HU0859
 HU0859  STATE/COUNTY-  DE/KENT
 HU0859  USGS QUAD   -  HARRINGTON (1993)
 HU0859
 HU0859                         *CURRENT SURVEY CONTROL
 HU0859  ___________________________________________________________________
 HU0859* NAD 83(1986)-  38 59 15.     (N)    075 34 45.     (W)     SCALED    
 HU0859* NAVD 88     -        14.628  (meters)      47.99   (feet)  ADJUSTED  
 HU0859  ___________________________________________________________________
 HU0859  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 HU0859  DYNAMIC HT  -          14.620 (meters)      47.97  (feet)  COMP
 HU0859  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 HU0859
 HU0859  VERT ORDER  -  FIRST     CLASS I
 HU0859
 HU0859.The horizontal coordinates were scaled from a topographic map and have
 HU0859.an estimated accuracy of +/- 6 seconds.
 HU0859
 HU0859.The orthometric height was determined by differential leveling
 HU0859.and adjusted in June 1991.
 HU0859
 HU0859.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0859
 HU0859  NGVD 29 (??/??/??)   14.869  (m)           48.78   (f) ADJUSTED    1 1
 HU0859
 HU0859.Superseded values are not recommended for survey control.
 HU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0859.See file dsdata.txt to determine how the superseded data were derived.
 HU0859
 HU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498155(NAD 83)
 HU0859_MARKER: DB = BENCH MARK DISK
 HU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0859_STAMPING: K 35 1963
 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 = MARCH  2, 2009
 JU1040 ***********************************************************************
 JU1040  DESIGNATION -  K 36
 JU1040  PID         -  JU1040
 JU1040  STATE/COUNTY-  DE/KENT
 JU1040  USGS QUAD   -  FREDERICA (1993)
 JU1040
 JU1040                         *CURRENT SURVEY CONTROL
 JU1040  ___________________________________________________________________
 JU1040* NAD 83(1986)-  39 03 35.     (N)    075 28 09.     (W)     SCALED    
 JU1040* NAVD 88     -         3.736  (meters)      12.26   (feet)  ADJUSTED  
 JU1040  ___________________________________________________________________
 JU1040  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 JU1040  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 JU1040  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JU1040
 JU1040  VERT ORDER  -  FIRST     CLASS I
 JU1040
 JU1040.The horizontal coordinates were scaled from a topographic map and have
 JU1040.an estimated accuracy of +/- 6 seconds.
 JU1040
 JU1040.The orthometric height was determined by differential leveling
 JU1040.and adjusted in June 1991.
 JU1040
 JU1040.The geoid height was determined by GEOID03.
 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       -   117,640.      195,460.      MT  (+/- 180 meters Scaled)
 JU1040
 JU1040                          SUPERSEDED SURVEY CONTROL
 JU1040
 JU1040  NGVD 29 (??/??/??)    3.974  (m)           13.04   (f) ADJUSTED    1 1
 JU1040
 JU1040.Superseded values are not recommended for survey control.
 JU1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1040.See file dsdata.txt to determine how the superseded data were derived.
 JU1040
 JU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ594235(NAD 83)
 JU1040_MARKER: DB = BENCH MARK DISK
 JU1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1040_STAMPING: K 36 1963
 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 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1015 ***********************************************************************
 JU1015  DESIGNATION -  K 37
 JU1015  PID         -  JU1015
 JU1015  STATE/COUNTY-  DE/KENT
 JU1015  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1015
 JU1015                         *CURRENT SURVEY CONTROL
 JU1015  ___________________________________________________________________
 JU1015* NAD 83(1986)-  39 19 48.     (N)    075 28 20.     (W)     SCALED    
 JU1015* NAVD 88     -         1.604  (meters)       5.26   (feet)  ADJUSTED  
 JU1015  ___________________________________________________________________
 JU1015  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU1015  DYNAMIC HT  -           1.603 (meters)       5.26  (feet)  COMP
 JU1015  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 JU1015
 JU1015  VERT ORDER  -  FIRST     CLASS I
 JU1015
 JU1015.The horizontal coordinates were scaled from a topographic map and have
 JU1015.an estimated accuracy of +/- 6 seconds.
 JU1015
 JU1015.The orthometric height was determined by differential leveling
 JU1015.and adjusted in June 1991.
 JU1015
 JU1015.The geoid height was determined by GEOID03.
 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       -   147,640.      195,210.      MT  (+/- 180 meters Scaled)
 JU1015
 JU1015                          SUPERSEDED SURVEY CONTROL
 JU1015
 JU1015  NGVD 29 (??/??/??)    1.844  (m)            6.05   (f) ADJUSTED    1 1
 JU1015
 JU1015.Superseded values are not recommended for survey control.
 JU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1015.See file dsdata.txt to determine how the superseded data were derived.
 JU1015
 JU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ593535(NAD 83)
 JU1015_MARKER: DB = BENCH MARK DISK
 JU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1015_SP_SET: CONCRETE POST
 JU1015_STAMPING: K 37 1963
 JU1015_MARK LOGO: CGS   
 JU1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1015+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1822 ***********************************************************************
 JU1822  DESIGNATION -  K 38
 JU1822  PID         -  JU1822
 JU1822  STATE/COUNTY-  DE/NEW CASTLE
 JU1822  USGS QUAD   -  SAINT GEORGES (1993)
 JU1822
 JU1822                         *CURRENT SURVEY CONTROL
 JU1822  ___________________________________________________________________
 JU1822* NAD 83(2007)-  39 31 22.37584(N)    075 43 05.07601(W)     NO CHECK  
 JU1822* NAVD 88     -        19.032  (meters)      62.44   (feet)  ADJUSTED  
 JU1822  ___________________________________________________________________
 JU1822  EPOCH DATE  -        2002.00
 JU1822  X           -   1,215,353.807 (meters)                     COMP
 JU1822  Y           -  -4,774,315.766 (meters)                     COMP
 JU1822  Z           -   4,037,254.412 (meters)                     COMP
 JU1822  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JU1822  ELLIP HEIGHT-         -14.294 (meters)          (02/10/07) NO CHECK
 JU1822  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU1822  DYNAMIC HT  -          19.022 (meters)      62.41  (feet)  COMP
 JU1822
 JU1822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU1822  Type    PID    Designation                      North   East  Ellip
 JU1822  -------------------------------------------------------------------
 JU1822  NETWORK JU1822 K 38                              0.47   0.65   1.23
 JU1822  -------------------------------------------------------------------
 JU1822  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 JU1822
 JU1822  VERT ORDER  -  FIRST     CLASS I
 JU1822
 JU1822.The horizontal coordinates were established by GPS observations
 JU1822.and adjusted by the National Geodetic Survey in February 2007.
 JU1822
 JU1822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU1822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU1822.No horizontal observational check was made to the station.
 JU1822.The horizontal coordinates are valid at the epoch date displayed above.
 JU1822.The epoch date for horizontal control is a decimal equivalence
 JU1822.of Year/Month/Day.
 JU1822
 JU1822.The orthometric height was determined by differential leveling
 JU1822.and adjusted in June 1991.
 JU1822
 JU1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1822
 JU1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1822
 JU1822.The ellipsoidal height was determined by GPS observations
 JU1822.and is referenced to NAD 83.
 JU1822
 JU1822.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1822;SPC DE       -   169,099.131   174,083.305   MT  1.00000327   -0 11 30.5
 JU1822;SPC DE       -   554,786.07    571,138.31   sFT  1.00000327   -0 11 30.5
 JU1822;UTM  18      - 4,375,050.127   438,280.415   MT  0.99964690   -0 27 25.2
 JU1822
 JU1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1822!SPC DE       -   1.00000224  x   1.00000327  =   1.00000551
 JU1822!UTM  18      -   1.00000224  x   0.99964690  =   0.99964914
 JU1822
 JU1822|---------------------------------------------------------------------|
 JU1822| PID    Reference Object                     Distance      Geod. Az  |
 JU1822|                                                           dddmmss.s |
 JU1822| JU4001 SUMMIT                              222.566 METERS 25335     |
 JU1822|---------------------------------------------------------------------|
 JU1822
 JU1822                          SUPERSEDED SURVEY CONTROL
 JU1822
 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 (10/08/97)   19.03   (m)           62.4    (f) LEVELING    3  
 JU1822  NGVD 29 (??/??/??)   19.271  (m)           63.22   (f) ADJUSTED    1 1
 JU1822
 JU1822.Superseded values are not recommended for survey control.
 JU1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1822.See file dsdata.txt to determine how the superseded data were derived.
 JU1822
 JU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3828075050(NAD 83)
 JU1822_MARKER: DB = BENCH MARK DISK
 JU1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1822_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1926 ***********************************************************************
 JU1926  DESIGNATION -  K 39
 JU1926  PID         -  JU1926
 JU1926  STATE/COUNTY-  DE/NEW CASTLE
 JU1926  USGS QUAD   -  SAINT GEORGES (1993)
 JU1926
 JU1926                         *CURRENT SURVEY CONTROL
 JU1926  ___________________________________________________________________
 JU1926* NAD 83(1986)-  39 34 16.     (N)    075 41 50.     (W)     SCALED    
 JU1926* NAVD 88     -        20.827  (meters)      68.33   (feet)  ADJUSTED  
 JU1926  ___________________________________________________________________
 JU1926  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU1926  DYNAMIC HT  -          20.817 (meters)      68.30  (feet)  COMP
 JU1926  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 JU1926
 JU1926  VERT ORDER  -  FIRST     CLASS I
 JU1926
 JU1926.The horizontal coordinates were scaled from a topographic map and have
 JU1926.an estimated accuracy of +/- 6 seconds.
 JU1926
 JU1926.The orthometric height was determined by differential leveling
 JU1926.and adjusted in June 1991.
 JU1926
 JU1926.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1926
 JU1926  NGVD 29 (??/??/??)   21.066  (m)           69.11   (f) ADJUSTED    1 1
 JU1926
 JU1926.Superseded values are not recommended for survey control.
 JU1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1926.See file dsdata.txt to determine how the superseded data were derived.
 JU1926
 JU1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ401803(NAD 83)
 JU1926_MARKER: DB = BENCH MARK DISK
 JU1926_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1926_SP_SET: 72 FEET
 JU1926_STAMPING: K 39 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2195 ***********************************************************************
 JU2195  DESIGNATION -  K 41
 JU2195  PID         -  JU2195
 JU2195  STATE/COUNTY-  DE/NEW CASTLE
 JU2195  USGS QUAD   -  NEWARK EAST (1993)
 JU2195
 JU2195                         *CURRENT SURVEY CONTROL
 JU2195  ___________________________________________________________________
 JU2195* NAD 83(1986)-  39 37 39.     (N)    075 39 38.     (W)     SCALED    
 JU2195* NAVD 88     -        20.642  (meters)      67.72   (feet)  ADJUSTED  
 JU2195  ___________________________________________________________________
 JU2195  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2195  DYNAMIC HT  -          20.632 (meters)      67.69  (feet)  COMP
 JU2195  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 JU2195
 JU2195  VERT ORDER  -  FIRST     CLASS II
 JU2195
 JU2195.The horizontal coordinates were scaled from a topographic map and have
 JU2195.an estimated accuracy of +/- 6 seconds.
 JU2195
 JU2195.The orthometric height was determined by differential leveling
 JU2195.and adjusted in June 1991.
 JU2195
 JU2195.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2195
 JU2195.No superseded survey control is available for this station.
 JU2195
 JU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ433866(NAD 83)
 JU2195_MARKER: DB = BENCH MARK DISK
 JU2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2195_SP_SET: STAINLESS STEEL ROD
 JU2195_STAMPING: K 41 1979
 JU2195_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0169 ***********************************************************************
 HU0169  DESIGNATION -  K 5
 HU0169  PID         -  HU0169
 HU0169  STATE/COUNTY-  DE/SUSSEX
 HU0169  USGS QUAD   -  GEORGETOWN (1992)
 HU0169
 HU0169                         *CURRENT SURVEY CONTROL
 HU0169  ___________________________________________________________________
 HU0169* NAD 83(1986)-  38 41 52.     (N)    075 23 25.     (W)     SCALED    
 HU0169* NAVD 88     -        15.519  (meters)      50.92   (feet)  ADJUSTED  
 HU0169  ___________________________________________________________________
 HU0169  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU0169  DYNAMIC HT  -          15.509 (meters)      50.88  (feet)  COMP
 HU0169  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 HU0169
 HU0169  VERT ORDER  -  SECOND    CLASS 0
 HU0169
 HU0169.The horizontal coordinates were scaled from a topographic map and have
 HU0169.an estimated accuracy of +/- 6 seconds.
 HU0169
 HU0169.The orthometric height was determined by differential leveling
 HU0169.and adjusted in June 1991.
 HU0169
 HU0169.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0169
 HU0169  NGVD 29 (??/??/??)   15.757  (m)           51.70   (f) ADJUSTED    2 0
 HU0169
 HU0169.Superseded values are not recommended for survey control.
 HU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0169.See file dsdata.txt to determine how the superseded data were derived.
 HU0169
 HU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH660833(NAD 83)
 HU0169_MARKER: DB = BENCH MARK DISK
 HU0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0169_SP_SET: CONCRETE POST
 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 - October 31, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0210 ***********************************************************************
 HU0210  DESIGNATION -  K 8
 HU0210  PID         -  HU0210
 HU0210  STATE/COUNTY-  DE/SUSSEX
 HU0210  USGS QUAD   -  TRAP POND (1992)
 HU0210
 HU0210                         *CURRENT SURVEY CONTROL
 HU0210  ___________________________________________________________________
 HU0210* NAD 83(1986)-  38 31 38.     (N)    075 23 51.     (W)     SCALED    
 HU0210* NAVD 88     -        15.555  (meters)      51.03   (feet)  ADJUSTED  
 HU0210  ___________________________________________________________________
 HU0210  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0210  DYNAMIC HT  -          15.545 (meters)      51.00  (feet)  COMP
 HU0210  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 HU0210
 HU0210  VERT ORDER  -  SECOND    CLASS 0
 HU0210
 HU0210.The horizontal coordinates were scaled from a topographic map and have
 HU0210.an estimated accuracy of +/- 6 seconds.
 HU0210
 HU0210.The orthometric height was determined by differential leveling
 HU0210.and adjusted in June 1991.
 HU0210
 HU0210.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0210
 HU0210  NGVD 29 (??/??/??)   15.794  (m)           51.82   (f) ADJUSTED    2 0
 HU0210
 HU0210.Superseded values are not recommended for survey control.
 HU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0210.See file dsdata.txt to determine how the superseded data were derived.
 HU0210
 HU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH653643(NAD 83)
 HU0210_MARKER: DB = BENCH MARK DISK
 HU0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0210_SP_SET: BRIDGE
 HU0210_STAMPING: K 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0219 ***********************************************************************
 HU0219  DESIGNATION -  K 9
 HU0219  PID         -  HU0219
 HU0219  STATE/COUNTY-  DE/SUSSEX
 HU0219  USGS QUAD   -  PITTSVILLE (1992)
 HU0219
 HU0219                         *CURRENT SURVEY CONTROL
 HU0219  ___________________________________________________________________
 HU0219* NAD 83(1986)-  38 29 47.     (N)    075 27 25.     (W)     SCALED    
 HU0219* NAVD 88     -        14.788  (meters)      48.52   (feet)  ADJUSTED  
 HU0219  ___________________________________________________________________
 HU0219  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0219  DYNAMIC HT  -          14.778 (meters)      48.48  (feet)  COMP
 HU0219  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 HU0219
 HU0219  VERT ORDER  -  SECOND    CLASS 0
 HU0219
 HU0219.The horizontal coordinates were scaled from a topographic map and have
 HU0219.an estimated accuracy of +/- 6 seconds.
 HU0219
 HU0219.The orthometric height was determined by differential leveling
 HU0219.and adjusted in June 1991.
 HU0219
 HU0219.The geoid height was determined by GEOID03.
 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       -    55,100.      196,490.      MT  (+/- 180 meters Scaled)
 HU0219
 HU0219                          SUPERSEDED SURVEY CONTROL
 HU0219
 HU0219  NGVD 29 (??/??/??)   15.025  (m)           49.29   (f) ADJUSTED    2 0
 HU0219
 HU0219.Superseded values are not recommended for survey control.
 HU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0219.See file dsdata.txt to determine how the superseded data were derived.
 HU0219
 HU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH601609(NAD 83)
 HU0219_MARKER: DB = BENCH MARK DISK
 HU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0219_STAMPING: K 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3532 ***********************************************************************
 JU3532  DESIGNATION -  KENT
 JU3532  PID         -  JU3532
 JU3532  STATE/COUNTY-  DE/KENT
 JU3532  USGS QUAD   -  MILLINGTON (1993)
 JU3532
 JU3532                         *CURRENT SURVEY CONTROL
 JU3532  ___________________________________________________________________
 JU3532* NAD 83(1991)-  39 15 28.82369(N)    075 45 24.24019(W)     ADJUSTED  
 JU3532* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 JU3532  ___________________________________________________________________
 JU3532  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3532  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU3532  HORZ ORDER  -  SECOND
 JU3532
 JU3532.The horizontal coordinates were established by classical geodetic methods
 JU3532.and adjusted by the National Geodetic Survey in January 1992.
 JU3532
 JU3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3532
 JU3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3532
 JU3532.The geoid height was determined by GEOID03.
 JU3532
 JU3532;                    North         East     Units Scale Factor Converg.
 JU3532;SPC DE       -   139,703.749   170,648.641   MT  1.00000560   -0 12 54.7
 JU3532;SPC DE       -   458,344.72    559,869.75   sFT  1.00000560   -0 12 54.7
 JU3532;SPC MD       -   177,379.118   507,301.168   MT  0.99997205   +0 46 49.1
 JU3532;SPC MD       -   581,951.32  1,664,370.58   sFT  0.99997205   +0 46 49.1
 JU3532;UTM  18      - 4,345,681.332   434,711.389   MT  0.99965248   -0 28 44.0
 JU3532
 JU3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3532!SPC DE       -   1.00000218  x   1.00000560  =   1.00000778
 JU3532!SPC MD       -   1.00000218  x   0.99997205  =   0.99997423
 JU3532!UTM  18      -   1.00000218  x   0.99965248  =   0.99965466
 JU3532
 JU3532:                Primary Azimuth Mark                     Grid Az
 JU3532:SPC DE       -  KENT AZIMUTH MARK                        072 28 29.1
 JU3532:SPC MD       -  KENT AZIMUTH MARK                        071 28 45.3
 JU3532:UTM  18      -  KENT AZIMUTH MARK                        072 44 18.4
 JU3532
 JU3532|---------------------------------------------------------------------|
 JU3532| PID    Reference Object                     Distance      Geod. Az  |
 JU3532|                                                           dddmmss.s |
 JU3532| JU3433 KENT AZIMUTH MARK                   APPROX. 1.0 KM 0721534.4 |
 JU3532| JU3533 BOUNDARY MONUMENT 55 DEL MD          30.273 METERS 21657     |
 JU3532| JU1236 H 13                                 19.434 METERS 25535     |
 JU3532| CB2136 KENT RM 1                            14.363 METERS 35153     |
 JU3532|---------------------------------------------------------------------|
 JU3532
 JU3532                          SUPERSEDED SURVEY CONTROL
 JU3532
 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    3  
 JU3532
 JU3532.Superseded values are not recommended for survey control.
 JU3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3532.See file dsdata.txt to determine how the superseded data were derived.
 JU3532
 JU3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3471145681(NAD 83)
 JU3532_MARKER: DS = TRIANGULATION STATION DISK
 JU3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3532
 JU3532  HISTORY     - Date     Condition        Report By
 JU3532  HISTORY     - 1961     MONUMENTED       CGS
 JU3532  HISTORY     - 20020615 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3433 ***********************************************************************
 JU3433  DESIGNATION -  KENT AZIMUTH MARK
 JU3433  PID         -  JU3433
 JU3433  STATE/COUNTY-  DE/KENT
 JU3433  USGS QUAD   -  CLAYTON (1993)
 JU3433
 JU3433                         *CURRENT SURVEY CONTROL
 JU3433  ___________________________________________________________________
 JU3433* NAD 83(1991)-  39 15 39.00937(N)    075 44 43.27733(W)     ADJUSTED  
 JU3433* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 JU3433  ___________________________________________________________________
 JU3433  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JU3433  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3433
 JU3433.The geoid height was determined by GEOID03.
 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       -   1.00000194  x   1.00000490  =   1.00000684
 JU3433!SPC MD       -   1.00000194  x   0.99997238  =   0.99997432
 JU3433!UTM  18      -   1.00000194  x   0.99965091  =   0.99965285
 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|---------------------------------------------------------------------|
 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    3  
 JU3433
 JU3433.Superseded values are not recommended for survey control.
 JU3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3433.See file dsdata.txt to determine how the superseded data were derived.
 JU3433
 JU3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3569645987(NAD 83)
 JU3433_MARKER: DZ = AZIMUTH MARK DISK
 JU3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3433+STABILITY: SURFACE MOTION
 JU3433
 JU3433  HISTORY     - Date     Condition        Report By
 JU3433  HISTORY     - 1961     MONUMENTED       CGS
 JU3433  HISTORY     - 20020615 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0853 ***********************************************************************
 HU0853  DESIGNATION -  KENT RESET
 HU0853  PID         -  HU0853
 HU0853  STATE/COUNTY-  DE/KENT
 HU0853  USGS QUAD   -  BURRSVILLE (1993)
 HU0853
 HU0853                         *CURRENT SURVEY CONTROL
 HU0853  ___________________________________________________________________
 HU0853* NAD 83(1991)-  38 59 37.35433(N)    075 40 41.55545(W)     ADJUSTED  
 HU0853* NAVD 88     -        20.707  (meters)      67.94   (feet)  ADJUSTED  
 HU0853  ___________________________________________________________________
 HU0853  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HU0853  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 HU0853  DYNAMIC HT  -          20.695 (meters)      67.90  (feet)  COMP
 HU0853  MODELED GRAV-     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
 HU0853.and adjusted in June 1991.
 HU0853
 HU0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0853
 HU0853.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000220  x   1.00000132  =   1.00000352
 HU0853!SPC MD       -   1.00000220  x   0.99995196  =   0.99995416
 HU0853!UTM  18      -   1.00000220  x   0.99964247  =   0.99964467
 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  NGVD 29 (??/??/??)   20.946  (m)           68.72   (f) ADJUSTED    2 0
 HU0853
 HU0853.Superseded values are not recommended for survey control.
 HU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0853.See file dsdata.txt to determine how the superseded data were derived.
 HU0853
 HU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4126716297(NAD 83)
 HU0853_MARKER: DS = TRIANGULATION STATION DISK
 HU0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0853_STAMPING: KENT 1932 1896
 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 = MARCH  2, 2009
 HU0854 ***********************************************************************
 HU0854  DESIGNATION -  KENT RM 1
 HU0854  PID         -  HU0854
 HU0854  STATE/COUNTY-  DE/KENT
 HU0854  USGS QUAD   -  BURRSVILLE (1993)
 HU0854
 HU0854                         *CURRENT SURVEY CONTROL
 HU0854  ___________________________________________________________________
 HU0854* NAD 83(1986)-  38 59 36.06   (N)    075 40 42.50   (W)     HD_HELD1  
 HU0854* NAVD 88     -        20.509  (meters)      67.29   (feet)  ADJUSTED  
 HU0854  ___________________________________________________________________
 HU0854  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 HU0854  DYNAMIC HT  -          20.497 (meters)      67.25  (feet)  COMP
 HU0854  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 HU0854
 HU0854  VERT ORDER  -  SECOND    CLASS 0
 HU0854
 HU0854.The horizontal coordinates were established by differentially corrected
 HU0854.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0854
 HU0854.The orthometric height was determined by differential leveling
 HU0854.and adjusted in June 1991.
 HU0854
 HU0854.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0854
 HU0854  NGVD 29 (??/??/??)   20.748  (m)           68.07   (f) ADJUSTED    2 0
 HU0854
 HU0854.Superseded values are not recommended for survey control.
 HU0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0854.See file dsdata.txt to determine how the superseded data were derived.
 HU0854
 HU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4124416258(NAD 83)
 HU0854_MARKER: DR = REFERENCE MARK DISK
 HU0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0854_STAMPING: KENT NO 1 1932
 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 = MARCH  2, 2009
 HU0852 ***********************************************************************
 HU0852  DESIGNATION -  KENT RM 2 AZIMUTH
 HU0852  PID         -  HU0852
 HU0852  STATE/COUNTY-  DE/KENT
 HU0852  USGS QUAD   -  BURRSVILLE (1993)
 HU0852
 HU0852                         *CURRENT SURVEY CONTROL
 HU0852  ___________________________________________________________________
 HU0852* NAD 83(1986)-  38 59 36.     (N)    075 40 41.     (W)     SCALED    
 HU0852* NAVD 88     -        19.043  (meters)      62.48   (feet)  ADJUSTED  
 HU0852  ___________________________________________________________________
 HU0852  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 HU0852  DYNAMIC HT  -          19.032 (meters)      62.44  (feet)  COMP
 HU0852  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 HU0852
 HU0852  VERT ORDER  -  SECOND    CLASS 0
 HU0852
 HU0852.The horizontal coordinates were scaled from a topographic map and have
 HU0852.an estimated accuracy of +/- 6 seconds.
 HU0852
 HU0852.The orthometric height was determined by differential leveling
 HU0852.and adjusted in June 1991.
 HU0852
 HU0852.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0852
 HU0852  NGVD 29 (??/??/??)   19.282  (m)           63.26   (f) ADJUSTED    2 0
 HU0852
 HU0852.Superseded values are not recommended for survey control.
 HU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0852.See file dsdata.txt to determine how the superseded data were derived.
 HU0852
 HU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ412162(NAD 83)
 HU0852_MARKER: DR = REFERENCE MARK DISK
 HU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0852_STAMPING: RM 2 KENT 1932
 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 = MARCH  2, 2009
 HU0855 ***********************************************************************
 HU0855  DESIGNATION -  KENT RM 3
 HU0855  PID         -  HU0855
 HU0855  STATE/COUNTY-  DE/KENT
 HU0855  USGS QUAD   -  BURRSVILLE (1993)
 HU0855
 HU0855                         *CURRENT SURVEY CONTROL
 HU0855  ___________________________________________________________________
 HU0855* NAD 83(1986)-  38 59 38.27   (N)    075 40 43.60   (W)     HD_HELD1  
 HU0855* NAVD 88     -        20.738  (meters)      68.04   (feet)  ADJUSTED  
 HU0855  ___________________________________________________________________
 HU0855  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 HU0855  DYNAMIC HT  -          20.726 (meters)      68.00  (feet)  COMP
 HU0855  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 HU0855
 HU0855  VERT ORDER  -  SECOND    CLASS 0
 HU0855
 HU0855.The horizontal coordinates were established by differentially corrected
 HU0855.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0855
 HU0855.The orthometric height was determined by differential leveling
 HU0855.and adjusted in June 1991.
 HU0855
 HU0855.The geoid height was determined by GEOID03.
 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     177,292.4     MT  (+/- 3 meters HH1 GPS) 
 HU0855
 HU0855                          SUPERSEDED SURVEY CONTROL
 HU0855
 HU0855  NGVD 29 (??/??/??)   20.977  (m)           68.82   (f) ADJUSTED    2 0
 HU0855
 HU0855.Superseded values are not recommended for survey control.
 HU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0855.See file dsdata.txt to determine how the superseded data were derived.
 HU0855
 HU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4121816326(NAD 83)
 HU0855_MARKER: DR = REFERENCE MARK DISK
 HU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0855_STAMPING: KENT NO 3 1932
 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 = MARCH  2, 2009
 HU1445 ***********************************************************************
 HU1445  DESIGNATION -  KIRKLINS HOTEL CHIMNEY
 HU1445  PID         -  HU1445
 HU1445  STATE/COUNTY-  DE/SUSSEX
 HU1445  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1445
 HU1445                         *CURRENT SURVEY CONTROL
 HU1445  ___________________________________________________________________
 HU1445* NAD 83(1991)-  38 27 06.05158(N)    075 02 59.62693(W)     ADJUSTED  
 HU1445* NAVD 88     -              **(meters)            **(feet)            
 HU1445  ___________________________________________________________________
 HU1445  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HU1445  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU1445  HORZ ORDER  -  THIRD
 HU1445
 HU1445.The horizontal coordinates were established by classical geodetic methods
 HU1445.and adjusted by the National Geodetic Survey in January 1992.
 HU1445
 HU1445
 HU1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1445
 HU1445.The geoid height was determined by GEOID03.
 HU1445
 HU1445;                    North         East     Units Scale Factor Converg.
 HU1445;SPC DE       -    50,200.404   232,015.640   MT  1.00000762   +0 13 41.1
 HU1445;SPC DE       -   164,699.16    761,204.65   sFT  1.00000762   +0 13 41.1
 HU1445;UTM  18      - 4,255,933.076   495,646.238   MT  0.99960023   -0 01 51.7
 HU1445
 HU1445                          SUPERSEDED SURVEY CONTROL
 HU1445
 HU1445  NAD 83(1986)-  38 27 06.03281(N)    075 02 59.65058(W) AD(       ) 4
 HU1445  NAD 27      -  38 27 05.63000(N)    075 03 01.00000(W) AD(       ) 3
 HU1445
 HU1445.Superseded values are not recommended for survey control.
 HU1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1445.See file dsdata.txt to determine how the superseded data were derived.
 HU1445
 HU1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9564655933(NAD 83)
 HU1445_MARKER: 85 = CHIMNEY
 HU1445
 HU1445  HISTORY     - Date     Condition        Report By
 HU1445  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1445  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1445  HISTORY     - 20031228 MARK NOT FOUND   USPSQD
 HU1445  HISTORY     - 20040106 MARK NOT FOUND   USPSQD
 HU1445
 HU1445                          STATION DESCRIPTION
 HU1445
 HU1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1445'NO PREVIOUS DESCRIPTION IS LISTED FOR THIS STATION.  IT IS
 HU1445'ASSUMED THIS STATION IS DESTROYED.
 HU1445
 HU1445                          STATION RECOVERY (2003)
 HU1445
 HU1445'RECOVERY NOTE BY US POWER SQUADRON 2003 (JW)
 HU1445'MARK NOT FOUND.
 HU1445
 HU1445                          STATION RECOVERY (2004)
 HU1445
 HU1445'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 HU1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3381 ***********************************************************************
 JU3381  DESIGNATION -  KITTS
 JU3381  PID         -  JU3381
 JU3381  STATE/COUNTY-  DE/KENT
 JU3381  USGS QUAD   -  FREDERICA (1993)
 JU3381
 JU3381                         *CURRENT SURVEY CONTROL
 JU3381  ___________________________________________________________________
 JU3381* NAD 83(1991)-  39 05 58.58831(N)    075 24 01.69511(W)     ADJUSTED  
 JU3381* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3381  ___________________________________________________________________
 JU3381  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3381  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3381
 JU3381.The geoid height was determined by GEOID03.
 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       -   1.00000517  x   0.99999502  =   1.00000019
 JU3381!SPC NJ       -   1.00000517  x   0.99997467  =   0.99997984
 JU3381!UTM  18      -   1.00000517  x   0.99961477  =   0.99961994
 JU3381
 JU3381:                Primary Azimuth Mark                     Grid Az
 JU3381:SPC DE       -  ELBOW OF CROSS LEDGE LIGHT               051 09 50.6
 JU3381:SPC NJ       -  ELBOW OF CROSS LEDGE LIGHT               051 44 31.9
 JU3381:UTM  18      -  ELBOW OF CROSS LEDGE LIGHT               051 25 36.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3381.See file dsdata.txt to determine how the superseded data were derived.
 JU3381
 JU3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6537127907(NAD 83)
 JU3381_MARKER: DS = TRIANGULATION STATION DISK
 JU3381_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3381_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1996 ***********************************************************************
 HU1996  DESIGNATION -  KORNER
 HU1996  PID         -  HU1996
 HU1996  STATE/COUNTY-  DE/KENT
 HU1996  USGS QUAD   -  BURRSVILLE (1993)
 HU1996
 HU1996                         *CURRENT SURVEY CONTROL
 HU1996  ___________________________________________________________________
 HU1996* NAD 83(1991)-  38 54 34.49576(N)    075 43 44.59235(W)     ADJUSTED  
 HU1996* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 HU1996  ___________________________________________________________________
 HU1996  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HU1996  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1996
 HU1996.The geoid height was determined by GEOID03.
 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       -  PIERSON AZIMUTH MARK                     045 08 14.1
 HU1996:SPC MD       -  PIERSON AZIMUTH MARK                     044 08 36.0
 HU1996:UTM  18      -  PIERSON AZIMUTH MARK                     045 23 56.2
 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 0785921.7 |
 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    3  
 HU1996
 HU1996.Superseded values are not recommended for survey control.
 HU1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1996.See file dsdata.txt to determine how the superseded data were derived.
 HU1996
 HU1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3678906995(NAD 83)
 HU1996_MARKER: DS = TRIANGULATION STATION DISK
 HU1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1996
 HU1996  HISTORY     - Date     Condition        Report By
 HU1996  HISTORY     - 1962     MONUMENTED       CGS
 HU1996
 HU1996                          STATION DESCRIPTION
 HU1996
 HU1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (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 = MARCH  2, 2009
 HU2000 ***********************************************************************
 HU2000  DESIGNATION -  KORNER AZIMUTH MARK
 HU2000  PID         -  HU2000
 HU2000  STATE/COUNTY-  DE/KENT
 HU2000  USGS QUAD   -  BURRSVILLE (1993)
 HU2000
 HU2000                         *CURRENT SURVEY CONTROL
 HU2000  ___________________________________________________________________
 HU2000* NAD 83(1991)-  38 54 38.83762(N)    075 43 16.02485(W)     ADJUSTED  
 HU2000* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 HU2000  ___________________________________________________________________
 HU2000  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HU2000  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 HU2000  HORZ ORDER  -  SECOND
 HU2000
 HU2000.The horizontal coordinates were established by classical geodetic methods
 HU2000.and adjusted by the National Geodetic Survey in January 1992.
 HU2000
 HU2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2000
 HU2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2000
 HU2000.The geoid height was determined by GEOID03.
 HU2000
 HU2000;                    North         East     Units Scale Factor Converg.
 HU2000;SPC DE       -   101,145.715   173,593.494   MT  1.00000358   -0 11 28.4
 HU2000;SPC DE       -   331,842.23    569,531.32   sFT  1.00000358   -0 11 28.4
 HU2000;SPC MD       -   138,879.810   510,914.761   MT  0.99995003   +0 48 09.6
 HU2000;SPC MD       -   455,641.51  1,676,226.18   sFT  0.99995003   +0 48 09.6
 HU2000;UTM  18      - 4,307,123.866   437,478.438   MT  0.99964813   -0 27 10.6
 HU2000
 HU2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2000!SPC DE       -   1.00000229  x   1.00000358  =   1.00000587
 HU2000!SPC MD       -   1.00000229  x   0.99995003  =   0.99995232
 HU2000!UTM  18      -   1.00000229  x   0.99964813  =   0.99965042
 HU2000
 HU2000:                Primary Azimuth Mark                     Grid Az
 HU2000:SPC DE       -  BURRS RM 4                               199 11 30.6
 HU2000:SPC MD       -  BURRS RM 4                               198 11 52.6
 HU2000:UTM  18      -  BURRS RM 4                               199 27 12.8
 HU2000
 HU2000|---------------------------------------------------------------------|
 HU2000| PID    Reference Object                     Distance      Geod. Az  |
 HU2000|                                                           dddmmss.s |
 HU2000| HU2004 BURRS RM 4                          APPROX. 1.9 KM 1990002.2 |
 HU2000| HU1996 KORNER                              APPROX. 0.7 KM 2585939.6 |
 HU2000| HU2003 PIERSON AZIMUTH MARK                412.848 METERS 3325811.6 |
 HU2000|---------------------------------------------------------------------|
 HU2000
 HU2000                          SUPERSEDED SURVEY CONTROL
 HU2000
 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    3  
 HU2000
 HU2000.Superseded values are not recommended for survey control.
 HU2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2000.See file dsdata.txt to determine how the superseded data were derived.
 HU2000
 HU2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3747807124(NAD 83)
 HU2000_MARKER: DZ = AZIMUTH MARK DISK
 HU2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2000+STABILITY: SURFACE MOTION
 HU2000
 HU2000  HISTORY     - Date     Condition        Report By
 HU2000  HISTORY     - 1962     MONUMENTED       CGS
 HU2000  HISTORY     - 20070817 GOOD             GEOCAC
 HU2000
 HU2000                          STATION DESCRIPTION
 HU2000
 HU2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1319 ***********************************************************************
 JU1319  DESIGNATION -  L 11
 JU1319  PID         -  JU1319
 JU1319  STATE/COUNTY-  DE/KENT
 JU1319  USGS QUAD   -  MARYDEL (1993)
 JU1319
 JU1319                         *CURRENT SURVEY CONTROL
 JU1319  ___________________________________________________________________
 JU1319* NAD 83(1986)-  39 01 13.     (N)    075 41 17.     (W)     SCALED    
 JU1319* NAVD 88     -        17.675  (meters)      57.99   (feet)  ADJUSTED  
 JU1319  ___________________________________________________________________
 JU1319  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU1319  DYNAMIC HT  -          17.665 (meters)      57.96  (feet)  COMP
 JU1319  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 JU1319
 JU1319  VERT ORDER  -  SECOND    CLASS I
 JU1319
 JU1319.The horizontal coordinates were scaled from a topographic map and have
 JU1319.an estimated accuracy of +/- 6 seconds.
 JU1319
 JU1319.The orthometric height was determined by differential leveling
 JU1319.and adjusted in June 1991.
 JU1319
 JU1319.The geoid height was determined by GEOID03.
 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       -   113,290.      176,500.      MT  (+/- 180 meters Scaled)
 JU1319
 JU1319                          SUPERSEDED SURVEY CONTROL
 JU1319
 JU1319  NGVD 29 (??/??/??)   17.914  (m)           58.77   (f) ADJUSTED    2 0
 JU1319
 JU1319.Superseded values are not recommended for survey control.
 JU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1319.See file dsdata.txt to determine how the superseded data were derived.
 JU1319
 JU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ404192(NAD 83)
 JU1319_MARKER: DB = BENCH MARK DISK
 JU1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1319_STAMPING: L 11 1942
 JU1319_MARK LOGO: CGS   
 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 - February 11, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1243 ***********************************************************************
 JU1243  DESIGNATION -  L 14
 JU1243  PID         -  JU1243
 JU1243  STATE/COUNTY-  DE/KENT
 JU1243  USGS QUAD   -  SMYRNA (1993)
 JU1243
 JU1243                         *CURRENT SURVEY CONTROL
 JU1243  ___________________________________________________________________
 JU1243* NAD 83(1986)-  39 17 10.     (N)    075 30 58.     (W)     SCALED    
 JU1243* NAVD 88     -         5.644  (meters)      18.52   (feet)  ADJUSTED  
 JU1243  ___________________________________________________________________
 JU1243  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JU1243  DYNAMIC HT  -           5.641 (meters)      18.51  (feet)  COMP
 JU1243  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 JU1243
 JU1243  VERT ORDER  -  THIRD
 JU1243
 JU1243.The horizontal coordinates were scaled from a topographic map and have
 JU1243.an estimated accuracy of +/- 6 seconds.
 JU1243
 JU1243.The orthometric height was determined by differential leveling
 JU1243.and adjusted in June 1991.
 JU1243
 JU1243.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1243
 JU1243  NGVD 29 (??/??/??)    5.847  (m)           19.18   (f) ADJUSTED    3 0
 JU1243
 JU1243.Superseded values are not recommended for survey control.
 JU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1243.See file dsdata.txt to determine how the superseded data were derived.
 JU1243
 JU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ554486(NAD 83)
 JU1243_MARKER: DB = BENCH MARK DISK
 JU1243_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1243+WITH SETTING: INTO GROUND
 JU1243_STAMPING: L 14 1946
 JU1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1243+STABILITY: SURFACE MOTION
 JU1243
 JU1243  HISTORY     - Date     Condition        Report By
 JU1243  HISTORY     - 1946     MONUMENTED       CGS
 JU1243  HISTORY     - 1981     MARK NOT FOUND   UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1120 ***********************************************************************
 JU1120  DESIGNATION -  L 2
 JU1120  PID         -  JU1120
 JU1120  STATE/COUNTY-  DE/KENT
 JU1120  USGS QUAD   -  WYOMING (1993)
 JU1120
 JU1120                         *CURRENT SURVEY CONTROL
 JU1120  ___________________________________________________________________
 JU1120* NAD 83(1986)-  39 04 17.     (N)    075 34 09.     (W)     SCALED    
 JU1120* NAVD 88     -        19.828  (meters)      65.05   (feet)  ADJUSTED  
 JU1120  ___________________________________________________________________
 JU1120  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 JU1120  DYNAMIC HT  -          19.817 (meters)      65.02  (feet)  COMP
 JU1120  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 JU1120
 JU1120  VERT ORDER  -  FIRST     CLASS II
 JU1120
 JU1120.The horizontal coordinates were scaled from a topographic map and have
 JU1120.an estimated accuracy of +/- 6 seconds.
 JU1120
 JU1120.The orthometric height was determined by differential leveling
 JU1120.and adjusted in June 1991.
 JU1120
 JU1120.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1120
 JU1120  NGVD 29 (??/??/??)   20.082  (m)           65.89   (f) ADJUSTED    1 2
 JU1120
 JU1120.Superseded values are not recommended for survey control.
 JU1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1120.See file dsdata.txt to determine how the superseded data were derived.
 JU1120
 JU1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ507248(NAD 83)
 JU1120_MARKER: DB = BENCH MARK DISK
 JU1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1120_SP_SET: BUILDING
 JU1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1120
 JU1120  HISTORY     - Date     Condition        Report By
 JU1120  HISTORY     - UNK      MONUMENTED       CGS
 JU1120  HISTORY     - 1931     GOOD             CGS
 JU1120  HISTORY     - 1999     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1121 ***********************************************************************
 JU1121  DESIGNATION -  L 2 RESET 1939 PRR
 JU1121  PID         -  JU1121
 JU1121  STATE/COUNTY-  DE/KENT
 JU1121  USGS QUAD   -  WYOMING (1993)
 JU1121
 JU1121                         *CURRENT SURVEY CONTROL
 JU1121  ___________________________________________________________________
 JU1121* NAD 83(1986)-  39 04 17.     (N)    075 34 09.     (W)     SCALED    
 JU1121* NAVD 88     -        18.233  (meters)      59.82   (feet)  ADJUSTED  
 JU1121  ___________________________________________________________________
 JU1121  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 JU1121  DYNAMIC HT  -          18.223 (meters)      59.79  (feet)  COMP
 JU1121  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 JU1121
 JU1121  VERT ORDER  -  FIRST     CLASS I
 JU1121
 JU1121.The horizontal coordinates were scaled from a topographic map and have
 JU1121.an estimated accuracy of +/- 6 seconds.
 JU1121
 JU1121.The orthometric height was determined by differential leveling
 JU1121.and adjusted in June 1991.
 JU1121
 JU1121.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1121
 JU1121  NGVD 29 (??/??/??)   18.472  (m)           60.60   (f) ADJUSTED    1 1
 JU1121
 JU1121.Superseded values are not recommended for survey control.
 JU1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1121.See file dsdata.txt to determine how the superseded data were derived.
 JU1121
 JU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ507248(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1121
 JU1121  HISTORY     - Date     Condition        Report By
 JU1121  HISTORY     - 1939     MONUMENTED       PRR
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1122 ***********************************************************************
 JU1122  DESIGNATION -  L 2 RESET 1970
 JU1122  PID         -  JU1122
 JU1122  STATE/COUNTY-  DE/KENT
 JU1122  USGS QUAD   -  WYOMING (1993)
 JU1122
 JU1122                         *CURRENT SURVEY CONTROL
 JU1122  ___________________________________________________________________
 JU1122* NAD 83(1986)-  39 04 17.     (N)    075 34 09.     (W)     SCALED    
 JU1122* NAVD 88     -        18.02   (meters)      59.1    (feet)  RESET     
 JU1122  ___________________________________________________________________
 JU1122  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 JU1122  VERT ORDER  -  THIRD
 JU1122
 JU1122.The horizontal coordinates were scaled from a topographic map and have
 JU1122.an estimated accuracy of +/- 6 seconds.
 JU1122
 JU1122.The orthometric height was computed from unverified reset data.
 JU1122.No vertical observational check was made to the station.
 JU1122
 JU1122.The geoid height was determined by GEOID03.
 JU1122
 JU1122;                    North         East    Units  Estimated Accuracy
 JU1122;SPC DE       -   118,940.      186,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1122.See file dsdata.txt to determine how the superseded data were derived.
 JU1122
 JU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ507248(NAD 83)
 JU1122_MARKER: DB = BENCH MARK DISK
 JU1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1122_SP_SET: CULVERT
 JU1122_STAMPING: L 2 RESET 1970
 JU1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1122
 JU1122  HISTORY     - Date     Condition        Report By
 JU1122  HISTORY     - 1970     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1454 ***********************************************************************
 JU1454  DESIGNATION -  L 21
 JU1454  PID         -  JU1454
 JU1454  STATE/COUNTY-  DE/NEW CASTLE
 JU1454  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1454
 JU1454                         *CURRENT SURVEY CONTROL
 JU1454  ___________________________________________________________________
 JU1454* NAD 83(1986)-  39 45 40.     (N)    075 30 44.     (W)     SCALED    
 JU1454* NAVD 88     -        29.768  (meters)      97.66   (feet)  ADJUSTED  
 JU1454  ___________________________________________________________________
 JU1454  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1454  DYNAMIC HT  -          29.755 (meters)      97.62  (feet)  COMP
 JU1454  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU1454
 JU1454  VERT ORDER  -  SECOND    CLASS 0
 JU1454
 JU1454.The horizontal coordinates were scaled from a topographic map and have
 JU1454.an estimated accuracy of +/- 6 seconds.
 JU1454
 JU1454.The orthometric height was determined by differential leveling
 JU1454.and adjusted in June 1991.
 JU1454
 JU1454.The geoid height was determined by GEOID03.
 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       -   195,510.      191,810.      MT  (+/- 180 meters Scaled)
 JU1454
 JU1454                          SUPERSEDED SURVEY CONTROL
 JU1454
 JU1454  NGVD 29 (??/??/??)   30.112  (m)           98.79   (f) ADJUSTED    2 0
 JU1454
 JU1454.Superseded values are not recommended for survey control.
 JU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1454.See file dsdata.txt to determine how the superseded data were derived.
 JU1454
 JU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK561013(NAD 83)
 JU1454_MARKER: DB = BENCH MARK DISK
 JU1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1454_SP_SET: CULVERT
 JU1454_STAMPING: L 21 1959
 JU1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1454+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1705 ***********************************************************************
 JU1705  DESIGNATION -  L 22
 JU1705  PID         -  JU1705
 JU1705  STATE/COUNTY-  DE/NEW CASTLE
 JU1705  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1705
 JU1705                         *CURRENT SURVEY CONTROL
 JU1705  ___________________________________________________________________
 JU1705* NAD 83(1986)-  39 42 58.     (N)    075 35 33.     (W)     SCALED    
 JU1705* NAVD 88     -         3.612  (meters)      11.85   (feet)  ADJUSTED  
 JU1705  ___________________________________________________________________
 JU1705  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1705  DYNAMIC HT  -           3.611 (meters)      11.85  (feet)  COMP
 JU1705  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 JU1705
 JU1705  VERT ORDER  -  SECOND    CLASS 0
 JU1705
 JU1705.The horizontal coordinates were scaled from a topographic map and have
 JU1705.an estimated accuracy of +/- 6 seconds.
 JU1705
 JU1705.The orthometric height was determined by differential leveling
 JU1705.and adjusted in June 1991.
 JU1705
 JU1705.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1705
 JU1705  NGVD 29 (??/??/??)    3.963  (m)           13.00   (f) ADJUSTED    2 0
 JU1705
 JU1705.Superseded values are not recommended for survey control.
 JU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1705.See file dsdata.txt to determine how the superseded data were derived.
 JU1705
 JU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ492964(NAD 83)
 JU1705_MARKER: DB = BENCH MARK DISK
 JU1705_SETTING: 0 = UNSPECIFIED SETTING
 JU1705_STAMPING: L 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0114 ***********************************************************************
 HU0114  DESIGNATION -  L 27
 HU0114  PID         -  HU0114
 HU0114  STATE/COUNTY-  DE/SUSSEX
 HU0114  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0114
 HU0114                         *CURRENT SURVEY CONTROL
 HU0114  ___________________________________________________________________
 HU0114* NAD 83(1986)-  38 40 05.     (N)    075 04 15.     (W)     SCALED    
 HU0114* NAVD 88     -         0.719  (meters)       2.36   (feet)  ADJUSTED  
 HU0114  ___________________________________________________________________
 HU0114  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU0114  DYNAMIC HT  -           0.719 (meters)       2.36  (feet)  COMP
 HU0114  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 HU0114
 HU0114  VERT ORDER  -  SECOND    CLASS 0
 HU0114
 HU0114.The horizontal coordinates were scaled from a topographic map and have
 HU0114.an estimated accuracy of +/- 6 seconds.
 HU0114
 HU0114.The orthometric height was determined by differential leveling
 HU0114.and adjusted in June 1991.
 HU0114
 HU0114.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0114
 HU0114  NGVD 29 (??/??/??)    0.955  (m)            3.13   (f) ADJUSTED    2 0
 HU0114
 HU0114.Superseded values are not recommended for survey control.
 HU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0114.See file dsdata.txt to determine how the superseded data were derived.
 HU0114
 HU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH938799(NAD 83)
 HU0114_MARKER: DB = BENCH MARK DISK
 HU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0114_STAMPING: L 27 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0259 ***********************************************************************
 HU0259  DESIGNATION -  L 28
 HU0259  PID         -  HU0259
 HU0259  STATE/COUNTY-  DE/SUSSEX
 HU0259  USGS QUAD   -  SELBYVILLE (1992)
 HU0259
 HU0259                         *CURRENT SURVEY CONTROL
 HU0259  ___________________________________________________________________
 HU0259* NAD 83(1986)-  38 27 38.66   (N)    075 13 42.14   (W)     HD_HELD1  
 HU0259* NAVD 88     -         9.502  (meters)      31.17   (feet)  ADJUSTED  
 HU0259  ___________________________________________________________________
 HU0259  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 HU0259  DYNAMIC HT  -           9.496 (meters)      31.15  (feet)  COMP
 HU0259  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 HU0259
 HU0259  VERT ORDER  -  SECOND    CLASS 0
 HU0259
 HU0259.The horizontal coordinates were established by differentially corrected
 HU0259.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0259
 HU0259.The orthometric height was determined by differential leveling
 HU0259.and adjusted in June 1991.
 HU0259
 HU0259.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0259
 HU0259  NGVD 29 (??/??/??)    9.742  (m)           31.96   (f) ADJUSTED    2 0
 HU0259
 HU0259.Superseded values are not recommended for survey control.
 HU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0259.See file dsdata.txt to determine how the superseded data were derived.
 HU0259
 HU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8007656962(NAD 83)
 HU0259_MARKER: DB = BENCH MARK DISK
 HU0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0259_SP_SET: CULVERT
 HU0259_STAMPING: L 28 1962
 HU0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0259+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 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
 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'HANDHELD COORDINATES ARE N38-27-38.58 W075-13-42.18.
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1828 ***********************************************************************
 JU1828  DESIGNATION -  L 3
 JU1828  PID         -  JU1828
 JU1828  STATE/COUNTY-  DE/NEW CASTLE
 JU1828  USGS QUAD   -  ELKTON (1992)
 JU1828
 JU1828                         *CURRENT SURVEY CONTROL
 JU1828  ___________________________________________________________________
 JU1828* NAD 83(1986)-  39 32 35.     (N)    075 46 15.     (W)     SCALED    
 JU1828* NAVD 88     -        15.393  (meters)      50.50   (feet)  ADJUSTED  
 JU1828  ___________________________________________________________________
 JU1828  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JU1828  DYNAMIC HT  -          15.385 (meters)      50.48  (feet)  COMP
 JU1828  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 JU1828
 JU1828  VERT ORDER  -  FIRST     CLASS I
 JU1828
 JU1828.The horizontal coordinates were scaled from a topographic map and have
 JU1828.an estimated accuracy of +/- 6 seconds.
 JU1828
 JU1828.The orthometric height was determined by differential leveling
 JU1828.and adjusted in June 1991.
 JU1828
 JU1828.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1828
 JU1828  NGVD 29 (??/??/??)   15.631  (m)           51.28   (f) ADJUSTED    1 1
 JU1828
 JU1828.Superseded values are not recommended for survey control.
 JU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1828.See file dsdata.txt to determine how the superseded data were derived.
 JU1828
 JU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ337773(NAD 83)
 JU1828_MARKER: DB = BENCH MARK DISK
 JU1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1828_SP_SET: CULVERT
 JU1828_STAMPING: 51.647 L 3 1931
 JU1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0179 ***********************************************************************
 HU0179  DESIGNATION -  L 30
 HU0179  PID         -  HU0179
 HU0179  STATE/COUNTY-  DE/SUSSEX
 HU0179  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0179
 HU0179                         *CURRENT SURVEY CONTROL
 HU0179  ___________________________________________________________________
 HU0179* NAD 83(1986)-  38 54 18.     (N)    075 18 37.     (W)     SCALED    
 HU0179* NAVD 88     -         1.121  (meters)       3.68   (feet)  ADJUSTED  
 HU0179  ___________________________________________________________________
 HU0179  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 HU0179  DYNAMIC HT  -           1.121 (meters)       3.68  (feet)  COMP
 HU0179  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 HU0179
 HU0179  VERT ORDER  -  SECOND    CLASS 0
 HU0179
 HU0179.The horizontal coordinates were scaled from a topographic map and have
 HU0179.an estimated accuracy of +/- 6 seconds.
 HU0179
 HU0179.The orthometric height was determined by differential leveling
 HU0179.and adjusted in June 1991.
 HU0179
 HU0179.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0179
 HU0179  NGVD 29 (??/??/??)    1.361  (m)            4.47   (f) ADJUSTED    2 0
 HU0179
 HU0179.Superseded values are not recommended for survey control.
 HU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0179.See file dsdata.txt to determine how the superseded data were derived.
 HU0179
 HU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ730062(NAD 83)
 HU0179_MARKER: DB = BENCH MARK DISK
 HU0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0179_SP_SET: CULVERT
 HU0179_STAMPING: L 30 1962
 HU0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0179
 HU0179  HISTORY     - Date     Condition        Report By
 HU0179  HISTORY     - 1962     MONUMENTED       CGS
 HU0179  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0789 ***********************************************************************
 HU0789  DESIGNATION -  L 33
 HU0789  PID         -  HU0789
 HU0789  STATE/COUNTY-  DE/SUSSEX
 HU0789  USGS QUAD   -  LAUREL (1992)
 HU0789
 HU0789                         *CURRENT SURVEY CONTROL
 HU0789  ___________________________________________________________________
 HU0789* NAD 83(1986)-  38 31 59.     (N)    075 34 20.     (W)     SCALED    
 HU0789* NAVD 88     -        10.186  (meters)      33.42   (feet)  ADJUSTED  
 HU0789  ___________________________________________________________________
 HU0789  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 HU0789  DYNAMIC HT  -          10.179 (meters)      33.40  (feet)  COMP
 HU0789  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 HU0789
 HU0789  VERT ORDER  -  FIRST     CLASS I
 HU0789
 HU0789.The horizontal coordinates were scaled from a topographic map and have
 HU0789.an estimated accuracy of +/- 6 seconds.
 HU0789
 HU0789.The orthometric height was determined by differential leveling
 HU0789.and adjusted in June 1991.
 HU0789
 HU0789.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0789
 HU0789  NGVD 29 (??/??/??)   10.435  (m)           34.24   (f) ADJUSTED    1 1
 HU0789
 HU0789.Superseded values are not recommended for survey control.
 HU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0789.See file dsdata.txt to determine how the superseded data were derived.
 HU0789
 HU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501651(NAD 83)
 HU0789_MARKER: DB = BENCH MARK DISK
 HU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0789_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1107 ***********************************************************************
 JU1107  DESIGNATION -  L 34
 JU1107  PID         -  JU1107
 JU1107  STATE/COUNTY-  DE/KENT
 JU1107  USGS QUAD   -  DOVER (1993)
 JU1107
 JU1107                         *CURRENT SURVEY CONTROL
 JU1107  ___________________________________________________________________
 JU1107* NAD 83(1986)-  39 09 58.     (N)    075 32 20.     (W)     SCALED    
 JU1107* NAVD 88     -        11.355  (meters)      37.25   (feet)  ADJUSTED  
 JU1107  ___________________________________________________________________
 JU1107  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU1107  DYNAMIC HT  -          11.349 (meters)      37.23  (feet)  COMP
 JU1107  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU1107
 JU1107  VERT ORDER  -  FIRST     CLASS I
 JU1107
 JU1107.The horizontal coordinates were scaled from a topographic map and have
 JU1107.an estimated accuracy of +/- 6 seconds.
 JU1107
 JU1107.The orthometric height was determined by differential leveling
 JU1107.and adjusted in June 1991.
 JU1107
 JU1107.The geoid height was determined by GEOID03.
 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       -   129,450.      189,440.      MT  (+/- 180 meters Scaled)
 JU1107
 JU1107                          SUPERSEDED SURVEY CONTROL
 JU1107
 JU1107  NGVD 29 (??/??/??)   11.593  (m)           38.03   (f) ADJUSTED    1 1
 JU1107
 JU1107.Superseded values are not recommended for survey control.
 JU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1107.See file dsdata.txt to determine how the superseded data were derived.
 JU1107
 JU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ534353(NAD 83)
 JU1107_MARKER: DB = BENCH MARK DISK
 JU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1107_STAMPING: L 34 1963
 JU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1107+STABILITY: SURFACE MOTION
 JU1107
 JU1107  HISTORY     - Date     Condition        Report By
 JU1107  HISTORY     - 1963     MONUMENTED       CGS
 JU1107  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0862 ***********************************************************************
 HU0862  DESIGNATION -  L 35
 HU0862  PID         -  HU0862
 HU0862  STATE/COUNTY-  DE/KENT
 HU0862  USGS QUAD   -  HARRINGTON (1993)
 HU0862
 HU0862                         *CURRENT SURVEY CONTROL
 HU0862  ___________________________________________________________________
 HU0862* NAD 83(1986)-  38 57 25.     (N)    075 34 42.     (W)     SCALED    
 HU0862* NAVD 88     -        16.585  (meters)      54.41   (feet)  ADJUSTED  
 HU0862  ___________________________________________________________________
 HU0862  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 HU0862  DYNAMIC HT  -          16.575 (meters)      54.38  (feet)  COMP
 HU0862  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 HU0862
 HU0862  VERT ORDER  -  FIRST     CLASS I
 HU0862
 HU0862.The horizontal coordinates were scaled from a topographic map and have
 HU0862.an estimated accuracy of +/- 6 seconds.
 HU0862
 HU0862.The orthometric height was determined by differential leveling
 HU0862.and adjusted in June 1991.
 HU0862
 HU0862.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0862
 HU0862  NGVD 29 (??/??/??)   16.827  (m)           55.21   (f) ADJUSTED    1 1
 HU0862
 HU0862.Superseded values are not recommended for survey control.
 HU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0862.See file dsdata.txt to determine how the superseded data were derived.
 HU0862
 HU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498121(NAD 83)
 HU0862_MARKER: DB = BENCH MARK DISK
 HU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0862_STAMPING: L 35 1963
 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 = MARCH  2, 2009
 JU1131 ***********************************************************************
 JU1131  DESIGNATION -  L 37
 JU1131  PID         -  JU1131
 JU1131  STATE/COUNTY-  DE/KENT
 JU1131  USGS QUAD   -  DOVER (1993)
 JU1131
 JU1131                         *CURRENT SURVEY CONTROL
 JU1131  ___________________________________________________________________
 JU1131* NAD 83(1986)-  39 09 22.     (N)    075 30 33.     (W)     SCALED    
 JU1131* NAVD 88     -         8.549  (meters)      28.05   (feet)  ADJUSTED  
 JU1131  ___________________________________________________________________
 JU1131  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU1131  DYNAMIC HT  -           8.544 (meters)      28.03  (feet)  COMP
 JU1131  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 JU1131
 JU1131  VERT ORDER  -  FIRST     CLASS I
 JU1131
 JU1131.The horizontal coordinates were scaled from a topographic map and have
 JU1131.an estimated accuracy of +/- 6 seconds.
 JU1131
 JU1131.The orthometric height was determined by differential leveling
 JU1131.and adjusted in June 1991.
 JU1131
 JU1131.The geoid height was determined by GEOID03.
 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       -   128,340.      192,010.      MT  (+/- 180 meters Scaled)
 JU1131
 JU1131                          SUPERSEDED SURVEY CONTROL
 JU1131
 JU1131  NGVD 29 (??/??/??)    8.786  (m)           28.83   (f) ADJUSTED    1 1
 JU1131
 JU1131.Superseded values are not recommended for survey control.
 JU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1131.See file dsdata.txt to determine how the superseded data were derived.
 JU1131
 JU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ560342(NAD 83)
 JU1131_MARKER: DB = BENCH MARK DISK
 JU1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1131_STAMPING: L 37 1963
 JU1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1131+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1823 ***********************************************************************
 JU1823  DESIGNATION -  L 38
 JU1823  PID         -  JU1823
 JU1823  STATE/COUNTY-  DE/NEW CASTLE
 JU1823  USGS QUAD   -  SAINT GEORGES (1993)
 JU1823
 JU1823                         *CURRENT SURVEY CONTROL
 JU1823  ___________________________________________________________________
 JU1823* NAD 83(1986)-  39 31 15.     (N)    075 43 05.     (W)     SCALED    
 JU1823* NAVD 88     -        20.639  (meters)      67.71   (feet)  ADJUSTED  
 JU1823  ___________________________________________________________________
 JU1823  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1823  DYNAMIC HT  -          20.628 (meters)      67.68  (feet)  COMP
 JU1823  MODELED GRAV-     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 topographic map and have
 JU1823.an estimated accuracy of +/- 6 seconds.
 JU1823
 JU1823.The orthometric height was determined by differential leveling
 JU1823.and adjusted in June 1991.
 JU1823
 JU1823.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1823
 JU1823  NGVD 29 (??/??/??)   20.878  (m)           68.50   (f) ADJUSTED    1 1
 JU1823
 JU1823.Superseded values are not recommended for survey control.
 JU1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1823.See file dsdata.txt to determine how the superseded data were derived.
 JU1823
 JU1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ382748(NAD 83)
 JU1823_MARKER: DB = BENCH MARK DISK
 JU1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1823_STAMPING: L 38 1963
 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 = MARCH  2, 2009
 JU1783 ***********************************************************************
 JU1783  DESIGNATION -  L 39
 JU1783  PID         -  JU1783
 JU1783  STATE/COUNTY-  DE/NEW CASTLE
 JU1783  USGS QUAD   -  SAINT GEORGES (1993)
 JU1783
 JU1783                         *CURRENT SURVEY CONTROL
 JU1783  ___________________________________________________________________
 JU1783* NAD 83(1986)-  39 35 32.     (N)    075 40 44.     (W)     SCALED    
 JU1783* NAVD 88     -        20.763  (meters)      68.12   (feet)  ADJUSTED  
 JU1783  ___________________________________________________________________
 JU1783  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU1783  DYNAMIC HT  -          20.753 (meters)      68.09  (feet)  COMP
 JU1783  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 JU1783
 JU1783  VERT ORDER  -  FIRST     CLASS I
 JU1783
 JU1783.The horizontal coordinates were scaled from a topographic map and have
 JU1783.an estimated accuracy of +/- 6 seconds.
 JU1783
 JU1783.The orthometric height was determined by differential leveling
 JU1783.and adjusted in June 1991.
 JU1783.WARNING-Repeat measurements at this control monument indicate possible
 JU1783.vertical movement.
 JU1783
 JU1783.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1783
 JU1783  NGVD 29 (01/10/92)   21.013  (m)           68.94   (f) ADJUSTED    1 1
 JU1783
 JU1783.Superseded values are not recommended for survey control.
 JU1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1783.See file dsdata.txt to determine how the superseded data were derived.
 JU1783
 JU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ417827(NAD 83)
 JU1783_MARKER: DB = BENCH MARK DISK
 JU1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1783_STAMPING: L 39 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2179 ***********************************************************************
 JU2179  DESIGNATION -  L 41
 JU2179  PID         -  JU2179
 JU2179  STATE/COUNTY-  DE/NEW CASTLE
 JU2179  USGS QUAD   -  SAINT GEORGES (1993)
 JU2179
 JU2179                         *CURRENT SURVEY CONTROL
 JU2179  ___________________________________________________________________
 JU2179* NAD 83(1986)-  39 36 34.8    (N)    075 42 24.8    (W)     HD_HELD2  
 JU2179* NAVD 88     -        20.923  (meters)      68.64   (feet)  ADJUSTED  
 JU2179  ___________________________________________________________________
 JU2179  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2179  DYNAMIC HT  -          20.913 (meters)      68.61  (feet)  COMP
 JU2179  MODELED GRAV-     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
 JU2179.and adjusted in June 1991.
 JU2179
 JU2179.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2179
 JU2179.No superseded survey control is available for this station.
 JU2179
 JU2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3931884674(NAD 83)
 JU2179_MARKER: DB = BENCH MARK DISK
 JU2179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2179_SP_SET: STAINLESS STEEL ROD
 JU2179_STAMPING: L 41 1979
 JU2179_PROJECTION: FLUSH
 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
 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.  HANDHELD COORDINATES ARE N39-36-34.80 W075-42-24.84.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0171 ***********************************************************************
 HU0171  DESIGNATION -  L 5
 HU0171  PID         -  HU0171
 HU0171  STATE/COUNTY-  DE/SUSSEX
 HU0171  USGS QUAD   -  GEORGETOWN (1992)
 HU0171
 HU0171                         *CURRENT SURVEY CONTROL
 HU0171  ___________________________________________________________________
 HU0171* NAD 83(1986)-  38 43 00.     (N)    075 24 07.     (W)     SCALED    
 HU0171* NAVD 88     -        15.271  (meters)      50.10   (feet)  ADJUSTED  
 HU0171  ___________________________________________________________________
 HU0171  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU0171  DYNAMIC HT  -          15.261 (meters)      50.07  (feet)  COMP
 HU0171  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 HU0171
 HU0171  VERT ORDER  -  SECOND    CLASS 0
 HU0171
 HU0171.The horizontal coordinates were scaled from a topographic map and have
 HU0171.an estimated accuracy of +/- 6 seconds.
 HU0171
 HU0171.The orthometric height was determined by differential leveling
 HU0171.and adjusted in June 1991.
 HU0171
 HU0171.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0171
 HU0171  NGVD 29 (??/??/??)   15.509  (m)           50.88   (f) ADJUSTED    2 0
 HU0171
 HU0171.Superseded values are not recommended for survey control.
 HU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0171.See file dsdata.txt to determine how the superseded data were derived.
 HU0171
 HU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH650854(NAD 83)
 HU0171_MARKER: DB = BENCH MARK DISK
 HU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0171_STAMPING: L 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0220 ***********************************************************************
 HU0220  DESIGNATION -  L 9
 HU0220  PID         -  HU0220
 HU0220  STATE/COUNTY-  DE/SUSSEX
 HU0220  USGS QUAD   -  PITTSVILLE (1992)
 HU0220
 HU0220                         *CURRENT SURVEY CONTROL
 HU0220  ___________________________________________________________________
 HU0220* NAD 83(1986)-  38 29 53.     (N)    075 26 42.     (W)     SCALED    
 HU0220* NAVD 88     -        15.032  (meters)      49.32   (feet)  ADJUSTED  
 HU0220  ___________________________________________________________________
 HU0220  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0220  DYNAMIC HT  -          15.023 (meters)      49.29  (feet)  COMP
 HU0220  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 HU0220
 HU0220  VERT ORDER  -  SECOND    CLASS 0
 HU0220
 HU0220.The horizontal coordinates were scaled from a topographic map and have
 HU0220.an estimated accuracy of +/- 6 seconds.
 HU0220
 HU0220.The orthometric height was determined by differential leveling
 HU0220.and adjusted in June 1991.
 HU0220
 HU0220.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0220
 HU0220  NGVD 29 (??/??/??)   15.269  (m)           50.09   (f) ADJUSTED    2 0
 HU0220
 HU0220.Superseded values are not recommended for survey control.
 HU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0220.See file dsdata.txt to determine how the superseded data were derived.
 HU0220
 HU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH611611(NAD 83)
 HU0220_MARKER: DB = BENCH MARK DISK
 HU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0220_STAMPING: L 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3908 ***********************************************************************
 JU3908  DESIGNATION -  LAGANO
 JU3908  PID         -  JU3908
 JU3908  STATE/COUNTY-  DE/NEW CASTLE
 JU3908  USGS QUAD   -  ELKTON (1992)
 JU3908
 JU3908                         *CURRENT SURVEY CONTROL
 JU3908  ___________________________________________________________________
 JU3908* NAD 83(1991)-  39 35 26.33223(N)    075 47 00.01107(W)     ADJUSTED  
 JU3908* NAVD 88     -        16.1    (meters)      53.     (feet)  VERTCON   
 JU3908  ___________________________________________________________________
 JU3908  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 JU3908  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3908
 JU3908.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3908
 JU3908.Superseded values are not recommended for survey control.
 JU3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3908.See file dsdata.txt to determine how the superseded data were derived.
 JU3908
 JU3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3273782618(NAD 83)
 JU3908_MARKER: DS = TRIANGULATION STATION DISK
 JU3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3908
 JU3908  HISTORY     - Date     Condition        Report By
 JU3908  HISTORY     - 1961     MONUMENTED       CGS
 JU3908  HISTORY     - 19860408 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  CLAYTON (1993)
 JU3432
 JU3432                         *CURRENT SURVEY CONTROL
 JU3432  ___________________________________________________________________
 JU3432* NAD 83(2007)-  39 20 10.52949(N)    075 37 48.03692(W)     ADJUSTED  
 JU3432* NAVD 88     -        17.953  (meters)      58.90   (feet)  ADJUSTED  
 JU3432  ___________________________________________________________________
 JU3432  EPOCH DATE  -        2002.00
 JU3432  X           -   1,225,956.446 (meters)                     COMP
 JU3432  Y           -  -4,785,188.925 (meters)                     COMP
 JU3432  Z           -   4,021,249.550 (meters)                     COMP
 JU3432  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU3432  ELLIP HEIGHT-         -15.713 (meters)          (02/10/07) ADJUSTED
 JU3432  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU3432  DYNAMIC HT  -          17.944 (meters)      58.87  (feet)  COMP
 JU3432
 JU3432  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU3432  Type    PID    Designation                      North   East  Ellip
 JU3432  -------------------------------------------------------------------
 JU3432  NETWORK JU3432 LAMBERSON 2                       0.73   0.71   1.92
 JU3432  -------------------------------------------------------------------
 JU3432  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 JU3432
 JU3432  VERT ORDER  -  SECOND    CLASS II
 JU3432
 JU3432.The horizontal coordinates were established by GPS observations
 JU3432.and adjusted by the National Geodetic Survey in February 2007.
 JU3432
 JU3432.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU3432.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU3432.The horizontal coordinates are valid at the epoch date displayed above.
 JU3432.The epoch date for horizontal control is a decimal equivalence
 JU3432.of Year/Month/Day.
 JU3432
 JU3432.The orthometric height was determined by differential leveling
 JU3432.and adjusted in March 1994.
 JU3432
 JU3432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3432
 JU3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3432
 JU3432.The ellipsoidal height was determined by GPS observations
 JU3432.and is referenced to NAD 83.
 JU3432
 JU3432.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU3432;SPC DE       -   148,357.875   181,606.690   MT  0.99999916   -0 08 06.8
 JU3432;SPC DE       -   486,737.46    595,821.28   sFT  0.99999916   -0 08 06.8
 JU3432;UTM  18      - 4,354,281.814   445,705.245   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  =   0.99963876
 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  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 (10/08/97)   17.95   (m)           58.9    (f) LEVELING    3  
 JU3432  NGVD 29 (10/23/91)   18.21   (m)           59.7    (f) LEVELING    3  
 JU3432
 JU3432.Superseded values are not recommended for survey control.
 JU3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3432.See file dsdata.txt to determine how the superseded data were derived.
 JU3432
 JU3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4570554282(NAD 83)
 JU3432_MARKER: DS = TRIANGULATION STATION DISK
 JU3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3432_SP_SET: SQUARE 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 - June 23, 2006
 JU3432
 JU3432  HISTORY     - Date     Condition        Report By
 JU3432  HISTORY     - 1961     MONUMENTED       CGS
 JU3432  HISTORY     - 1961     GOOD             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
 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
 JU3432'MILES SOUTH-SOUTHEAST OF BLACKBIRD AND IN
 JU3432'THE CENTER OF THE MEDIAN STRIP OF U.S. HIGHWAY 13, 200.0 FEET
 JU3432'SOUTH OF THE CENTERLINE OF A BLACKTOP CROSSOVER, 84.2 FEET
 JU3432'WEST-SOUTHWEST OF POWERLINE POLE NO. J3 DP AND L 214, 56.0 FEET
 JU3432'WEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 JU3432'DRIVE-WAY, 35.0 FEET EAST OF THE CENTERLINE OF THE SOUTH
 JU3432'BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND 34.0 FEET WEST OF
 JU3432'THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S.
 JU3432'HIGHWAY 13.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13,
 JU3432'STATE HIGHWAYS 6, 300 AT THE INTERSECTION OF COMMERCE STREET
 JU3432'IN THE CENTRAL SECTION OF SMYRNA.  GO NORTH-NORTHWEST ON
 JU3432'U.S. HIGHWAY 13 FOR 2.35 MILES TO THE AZIMUTH MARK ON THE LEFT,
 JU3432'WEST, IN THE CENTER OF THE MEDIAN STRIP OF U.S. HIGHWAY
 JU3432'13.  CONTINUE NORTH-NORTHWEST ON THE NORTH BOUND TRAFFIC LANE
 JU3432'FOR 0.55 MILE TO A GRAVELED DRIVE-WAY ON THE EAST SIDE OF THE
 JU3432'HIGHWAY AND THE STATION ON THE WEST SIDE OF THE NORTH BOUND
 JU3432'TRAFFIC LANE.
 JU3432'
 JU3432'THE STATION MARK, A STANDARD DISK STAMPED LAMBERSON 2 1961,
 JU3432'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 JU3432'WITH THE SURFACE OF THE GROUND.
 JU3432'
 JU3432'REFERENCE MARK 1, A STANDARD DISK STAMPED LAMBERSON 2 NO 1
 JU3432'1961, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3432'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 16.0 FEET EAST
 JU3432'OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF
 JU3432'U.S. HIGHWAY 13 AND 4.3 FEET EAST OF THE EAST EDGE OF THE
 JU3432'PAVEMENT AND ABOUT THE SAME ELEVATION AS THE STATION.
 JU3432'
 JU3432'REFERENCE MARK 2, A STANDARD DISK STAMPED LAMBERSON 2 NO 2
 JU3432'1961, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3432'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17.0 FEET EAST
 JU3432'OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF
 JU3432'U.S. HIGHWAY 13 AND 5.0 FEET EAST OF THE EAST EDGE OF THE
 JU3432'PAVEMENT AND ABOUT THE SAME ELEVATION AS THE STATION.
 JU3432'
 JU3432'THE AZIMUTH MARK, A STANDARD DISK STAMPED LAMBERSON 2 1961,
 JU3432'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3432'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37.6 FEET EAST
 JU3432'OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF
 JU3432'U.S. HIGHWAY 13, 34.3 FEET WEST OF THE CENTERLINE OF THE NORTH
 JU3432'BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND 12.5 FEET NORTH OF
 JU3432'AN 18-INCH MAPLE TREE.
 JU3432'
 JU3432'LAMBERSON 1933 IS A STANDARD DISK SET IN TOP OF A SQUARE
 JU3432'CONCRETE MONUMENT ABOUT 18 INCHES BELOW THE SURFACE OF THE
 JU3432'GROUND.  IT IS 225.0 FEET SOUTH OF A FARM HOUSE AND 104.0
 JU3432'FEET SOUTH OF AN IMPLEMENT SHED.
 JU3432'
 JU3432'HEIGHT OF LIGHT ABOVE STATION MARK 34.10 METERS.
 JU3432
 JU3432                          STATION RECOVERY (1961)
 JU3432
 JU3432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU3432'RECOVERED IN GOOD CONDITION.
 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
 JU3432'STATION LAMBERSON 1933 WERE RECOVERED AND FOUND IN GOOD
 JU3432'CONDITION.  THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS 1
 JU3432'AND 2 CHECKED WITH THE 1961 OBSERVATIONS.  THE DIRECTION TO
 JU3432'THE AZIMUTH MARK CHECKED WITH PREVIOUS OBSERVATIONS.  THE
 JU3432'DISTANCE TO LAMBERSON 1933 WAS FOUND TO BE LONGER BY 0.001
 JU3432'METER AND THE DIRECTION WAS FOUND TO BE LESS BY 10.5 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
 JU3432'MILES NORTH OF SMYRNA AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 JU3432'AND STATE HIGHWAY 896 ABOUT 6-1/2 MILES NORTH OF SMYRNA, GO
 JU3432'SOUTHERLY ON HIGHWAY 13 FOR 3.6 MILES TO THE STATION ON THE
 JU3432'LEFT LOCATED IN THE MEDIAN OF U.S. HIGHWAY 13.
 JU3432'
 JU3432'STATION MARKS, STAMPED LAMBERSON 2 1961 ARE STANDARD
 JU3432'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A SQUARE
 JU3432'CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW THE GROUND
 JU3432'SURFACE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 JU3432'OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 JU3432'ARE 84 FEET SOUTHWEST OF A POWER POLE NUMBER 214, 34.5 FEET
 JU3432'EAST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF HIGHWAY
 JU3432'13 AND 33.5 FEET WEST OF THE CENTER LINE OF THE NORTH BOUND
 JU3432'LANE OF HIGHWAY 13.
 JU3432'
 JU3432'REFERENCE MARK 1, STAMPED LAMBERSON 2 NO 1 1961 IS A
 JU3432'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JU3432'THAT IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 53
 JU3432'FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 JU3432'13 AND 15.5 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE
 JU3432'OF HIGHWAY 13.
 JU3432'
 JU3432'REFERENCE MARK 2, STAMPED LAMBERSON 2 NO 2 1961 IS A
 JU3432'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JU3432'THAT IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 51
 JU3432'FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 JU3432'13 AND 16 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF
 JU3432'HIGHWAY 13.
 JU3432'
 JU3432'AZIMUTH MARK, STAMPED LAMBERSON 2 1961 IS A STANDARD DISK
 JU3432'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 4
 JU3432'INCHES BELOW THE GROUND SURFACE.  IT IS 37.5 FEET EAST OF
 JU3432'THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 13, 34.5 FEET
 JU3432'WEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 13 AND
 JU3432'5 FEET EAST OF THE EAST EDGE OF A ROW OF SHRUBS.
 JU3432'
 JU3432'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JU3432'
 JU3432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3432'3 MILES NORTHWEST OF 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.  THE STATION IS LOCATED ABOUT 4.8
 JU3432'KM (3.00 MI) NORTH OF SMYRNA, 4.8 KM (3.00 MI) SOUTH OF BLACKBIRD, AND
 JU3432'IN THE CENTER DIVIDER OF U.S HIGHWAY 13.  OWNERSHIP--ROAD
 JU3432'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO
 JU3432'NORTH ON MARKET STREET FOR 0.08 KM (0.05 MI) TO A CROSSROADS.  TURN
 JU3432'RIGHT AND GO EAST ON STATE HIGHWAY 6 (COMMENCE STREET) FOR 0.4 KM
 JU3432'(0.25 MI) TO A CROSSROADS.  TURN LEFT AND GO NORTH ON U.S HIGHWAY 13
 JU3432'FOR 3.7 KM (2.30 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 JU3432'ON U.S HIGHWAY 13 FOR 0.85 KM (0.50 MI) TO THE STATION ON THE LEFT.
 JU3432'THE 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.
 JU3432'AS DESCRIBED IN 1977 WITH THE FOLLOWING CHANGES.
 JU3432'
 JU3432'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JU3432'SOUTH OF BLACKBIRD,
 JU3432'4.8 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
 JU3432'NORTH FOR 4.0 KM (2.5 MI) ON HIGHWAY 13 TO AN ANGLED CROSS ROAD.
 JU3432'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.4 KM (0.25 MI) ON
 JU3432'HIGHWAY 13 TO THE STATION ON THE LEFT, JUST BEFORE A PAVED MEDIAN
 JU3432'CROSSOVER.
 JU3432'
 JU3432'THE STATION IS A STANDARD CGS DISK
 JU3432'STAMPED---LAMBERSON 2 1961---,
 JU3432'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU3432'25 CM ON SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 JU3432'50.0 METERS (164.0 FT) SOUTH FROM THE CENTER OF THE MEDIAN
 JU3432'CROSSOVER,
 JU3432'26.0 METERS (85.3 FT) SOUTHWEST FROM A POWER POLE OR 46233 28497 51,
 JU3432'10.6 METERS (34.8 FT) EAST-NORTHEAST FROM THE CENTER OF THE SOUTH
 JU3432'BOUND HIGHWAY LANES,
 JU3432'10.3 METERS (33.7 FT) WEST-SOUTHWEST FROM THE CENTER OF THE NORTH
 JU3432'BOUND HIGHWAY LANES, AND
 JU3432'0.5 METERS (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JU3432'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU3432'STAMPED---LAMBERSON 2 1961---,
 JU3432'SET INTO AN IRREGULAR MASS OF CONCRETE 1.22 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.
 JU3432'STATION IS LOCATED ABOUT 5 KM (3.1 MI) NORTHWEST OF SMYRNA, IN THE
 JU3432'NARROW MEDIAN OF US HIGHWAY 13. OWNERSHIP--STATE DEPARTMENT OF
 JU3432'TRANSPORTATION.
 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
 JU3432'FOR 1.92 KM (1.19 MI) TO THE ENTRANCE TO A ROADSIDE REST ON THE
 JU3432'RIGHT. CONTINUE AHEAD FOR 1.57 KM (0.98 MI) TO SMYRNA LANDING ROAD ON
 JU3432'THE RIGHT. CONTINUE AHEAD FOR 0.38 KM (0.24 MI) TO THE STATION ON THE
 JU3432'LEFT AT AN ICE CREAM STAND ON THE RIGHT, JUST BEFORE REACHING A
 JU3432'MEDIAN CROSSOVER.
 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.
 JU3432'DESCRIBED BY 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF8153 ***********************************************************************
 AF8153  DESIGNATION -  LAMBERSON 2 AZ MK
 AF8153  PID         -  AF8153
 AF8153  STATE/COUNTY-  DE/NEW CASTLE
 AF8153  USGS QUAD   -  CLAYTON (1993)
 AF8153
 AF8153                         *CURRENT SURVEY CONTROL
 AF8153  ___________________________________________________________________
 AF8153* NAD 83(1991)-  39 19 50.61116(N)    075 37 30.98423(W)     ADJUSTED  
 AF8153* NAVD 88     -        16.3    (meters)      53.     (feet)  VERT ANG  
 AF8153  ___________________________________________________________________
 AF8153  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AF8153  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8153
 AF8153.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AF8153
 AF8153.No superseded survey control is available for this station.
 AF8153
 AF8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4610953665(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF8152 ***********************************************************************
 AF8152  DESIGNATION -  LAMBERSON RM 2
 AF8152  PID         -  AF8152
 AF8152  STATE/COUNTY-  DE/NEW CASTLE
 AF8152  USGS QUAD   -  CLAYTON (1993)
 AF8152
 AF8152                         *CURRENT SURVEY CONTROL
 AF8152  ___________________________________________________________________
 AF8152* NAD 83(1991)-  39 20 13.44634(N)    075 37 47.35758(W)     ADJUSTED  
 AF8152* NAVD 88     -        17.91   (meters)      58.8    (feet)  LEVELING  
 AF8152  ___________________________________________________________________
 AF8152  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AF8152  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8152
 AF8152.The geoid height was determined by GEOID03.
 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       -   1.00000248  x   0.99999916  =   1.00000164
 AF8152!UTM  18      -   1.00000248  x   0.99963627  =   0.99963875
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4572254372(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0784 ***********************************************************************
 HU0784  DESIGNATION -  LAUREL
 HU0784  PID         -  HU0784
 HU0784  STATE/COUNTY-  DE/SUSSEX
 HU0784  USGS QUAD   -  LAUREL (1992)
 HU0784
 HU0784                         *CURRENT SURVEY CONTROL
 HU0784  ___________________________________________________________________
 HU0784* NAD 83(1991)-  38 33 56.23797(N)    075 34 33.36910(W)     ADJUSTED  
 HU0784* NAVD 88     -         9.977  (meters)      32.73   (feet)  ADJUSTED  
 HU0784  ___________________________________________________________________
 HU0784  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HU0784  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0784  DYNAMIC HT  -           9.971 (meters)      32.71  (feet)  COMP
 HU0784  MODELED GRAV-     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
 HU0784.and adjusted in June 1991.
 HU0784
 HU0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0784
 HU0784.The geoid height was determined by GEOID03.
 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;                    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  =   0.99963502
 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 (??/??/??)   10.227  (m)           33.55   (f) ADJUSTED    1 1
 HU0784
 HU0784.Superseded values are not recommended for survey control.
 HU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0784.See file dsdata.txt to determine how the superseded data were derived.
 HU0784
 HU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4982568732(NAD 83)
 HU0784_MARKER: DS = TRIANGULATION STATION DISK
 HU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0784_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 HU2009 ***********************************************************************
 HU2009  DESIGNATION -  LAUREL EAST POWER LINE TOWER
 HU2009  PID         -  HU2009
 HU2009  STATE/COUNTY-  DE/SUSSEX
 HU2009  USGS QUAD   -  LAUREL (1992)
 HU2009
 HU2009                         *CURRENT SURVEY CONTROL
 HU2009  ___________________________________________________________________
 HU2009* NAD 83(1991)-  38 33 30.76406(N)    075 34 50.48808(W)     ADJUSTED  
 HU2009* NAVD 88     -              **(meters)            **(feet)            
 HU2009  ___________________________________________________________________
 HU2009  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HU2009  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2009  HORZ ORDER  -  THIRD
 HU2009
 HU2009.The horizontal coordinates were established by classical geodetic methods
 HU2009.and adjusted by the National Geodetic Survey in January 1992.
 HU2009
 HU2009
 HU2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2009
 HU2009.The geoid height was determined by GEOID03.
 HU2009
 HU2009;                    North         East     Units Scale Factor Converg.
 HU2009;SPC DE       -    62,011.993   185,703.348   MT  0.99999752   -0 06 08.1
 HU2009;SPC DE       -   203,451.01    609,261.73   sFT  0.99999752   -0 06 08.1
 HU2009;UTM  18      - 4,267,949.579   449,405.786   MT  0.99963152   -0 21 43.1
 HU2009
 HU2009                          SUPERSEDED SURVEY CONTROL
 HU2009
 HU2009  NAD 83(1986)-  38 33 30.75762(N)    075 34 50.50821(W) AD(       ) 4
 HU2009  NAD 27      -  38 33 30.33600(N)    075 34 51.77300(W) AD(       ) 3
 HU2009
 HU2009.Superseded values are not recommended for survey control.
 HU2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2009.See file dsdata.txt to determine how the superseded data were derived.
 HU2009
 HU2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4940667950(NAD 83)
 HU2009_MARKER: 55 = TOWER
 HU2009
 HU2009  HISTORY     - Date     Condition        Report By
 HU2009  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU2009  HISTORY     - 1945     GOOD             CGS
 HU2009
 HU2009                          STATION DESCRIPTION
 HU2009
 HU2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU2009'A STRUCTURAL STEEL TOWER ABOUT 175 FEET IN HEIGHT OF THE
 HU2009'DELAWARE POWER AND LIGHT COMPANY IS LOCATED ABOUT 900 METERS W
 HU2009'OF LAUREL, ABOUT 45 METERS NE OF BROAD CREEK, AND ABOUT 100
 HU2009'METERS E OF A FARMHOUSE.
 HU2009'
 HU2009'AS NO DESCRIPTION OF THE STATION WAS WRITTEN, IT MAY BE
 HU2009'REACHED AS FOLLOWS--FROM THE INTERSECTION OF U.S. HIGHWAY 13
 HU2009'AND E. MARKET STREET IN LAUREL, GO W ON MARKET STREET TO POPLAR
 HU2009'STREET, TURN RIGHT (N) AND CROSSING BROAD CREEK CONTINUE 0.4 MILE
 HU2009'TO A Y-INTERSECTION, TURN LEFT AND CONTINUE 0.4 MILE THROUGH
 HU2009'THE LUMBERYARD OF THE MARVEL PACKING COMPANY AND ACROSS THE
 HU2009'RAILROAD TRACKS TO A FARM DRIVE LEFT (S), DRIVE S FOR 0.35 MILE
 HU2009'TO THE FARMHOUSE, AND ABOUT 100 METERS LEFT (E) TO THE
 HU2009'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2006 ***********************************************************************
 HU2006  DESIGNATION -  LAUREL MARVIL PACKING TANK
 HU2006  PID         -  HU2006
 HU2006  STATE/COUNTY-  DE/SUSSEX
 HU2006  USGS QUAD   -  LAUREL (1992)
 HU2006
 HU2006                         *CURRENT SURVEY CONTROL
 HU2006  ___________________________________________________________________
 HU2006* NAD 83(1991)-  38 33 37.29805(N)    075 34 24.51336(W)     ADJUSTED  
 HU2006* NAVD 88     -              **(meters)            **(feet)            
 HU2006  ___________________________________________________________________
 HU2006  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HU2006  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU2006  HORZ ORDER  -  THIRD
 HU2006
 HU2006.The horizontal coordinates were established by classical geodetic methods
 HU2006.and adjusted by the National Geodetic Survey in January 1992.
 HU2006
 HU2006
 HU2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2006
 HU2006.The geoid height was determined by GEOID03.
 HU2006
 HU2006;                    North         East     Units Scale Factor Converg.
 HU2006;SPC DE       -    62,212.372   186,332.582   MT  0.99999730   -0 05 51.9
 HU2006;SPC DE       -   204,108.42    611,326.15   sFT  0.99999730   -0 05 51.9
 HU2006;UTM  18      - 4,268,147.031   450,035.690   MT  0.99963074   -0 21 26.9
 HU2006
 HU2006                          SUPERSEDED SURVEY CONTROL
 HU2006
 HU2006  NAD 83(1986)-  38 33 37.29098(N)    075 34 24.53365(W) AD(       ) 4
 HU2006  NAD 27      -  38 33 36.86300(N)    075 34 25.79400(W) AD(       ) 3
 HU2006
 HU2006.Superseded values are not recommended for survey control.
 HU2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2006.See file dsdata.txt to determine how the superseded data were derived.
 HU2006
 HU2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5003668147(NAD 83)
 HU2006
 HU2006  HISTORY     - Date     Condition        Report By
 HU2006  HISTORY     - UNK      MONUMENTED
 HU2006  HISTORY     - 1945     GOOD             CGS
 HU2006  HISTORY     - 1962     GOOD             CGS
 HU2006
 HU2006                          STATION DESCRIPTION
 HU2006
 HU2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU2006'THERE IS A SILVER WATER TANK (ELEVATED) ON THE GROUNDS OF THE
 HU2006'MARVIL PACKING COMPANY AT THE N EDGE OF LAUREL WHICH THE COMPANY
 HU2006'STATES WAS PAINTED BLACK IN 1934.  THE FOLLOWING IS A NEW
 HU2006'DESCRIPTION--
 HU2006'
 HU2006'THE STATION IS A SILVER ELEVATED WATER TANK ABOUT 125 FEET IN
 HU2006'HEIGHT LOCATED ON THE GROUNDS OF THE MARVIL PACKING COMPANY IN
 HU2006'NORTH-CENTRAL LAUREL.  IT IS ABOUT 150 METERS N OF THE POPLAR
 HU2006'STREET BRIDGE OVER BROAD CREEK, ABOUT 20 METERS W OF POPLAR
 HU2006'STREET, AND 10 METERS S OF THE RANGE OF A TRACK ROAD INTERSECTING
 HU2006'POPLAR STREET FROM THE E.  THE TANK IS AT THE NW CORNER OF A
 HU2006'2- BY 3-METER WHITE PUMPHOUSE.
 HU2006
 HU2006                          STATION RECOVERY (1962)
 HU2006
 HU2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2006'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF
 HU2006'THE ATLAS PLYWOOD COMPANY WATER TANK.  LOCATED IN THE NORTH
 HU2006'CENTRAL SECTION OF LAUREL, DELAWARE.  IT IS A 4-LACED CHANNEL
 HU2006'COLUMN STEEL LEGS WITH A LONG SLENDER TANK WITH A CONICAL ROOF,
 HU2006'WITH A BALL SHAPED VENT AT THE APEX AND CENTER OF THE ROOF.  THE
 HU2006'STRUCTURE IS PAINTED SILVER.  PAINTED IN LARGE BLACK LETTERS ON
 HU2006'THE EAST SIDE IS ATLAS PLYWOOD CORP.  THE OVERALL HEIGHT OF THE
 HU2006'STRUCTURE IS APPROXIMATELY 110.0 FEET AND THE STRUCTURE IS
 HU2006'PAINTED SILVER.
 HU2006'
 HU2006'THIS STATION WAS INTERSECTED IN 1934, BUT NOT DESCRIBED.  IT
 HU2006'WAS INTERSECTED AS THE LAUREL, MARVEL PACKING CO., BLACK WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0786 ***********************************************************************
 HU0786  DESIGNATION -  LAUREL RESET
 HU0786  PID         -  HU0786
 HU0786  STATE/COUNTY-  DE/SUSSEX
 HU0786  USGS QUAD   -  LAUREL (1992)
 HU0786
 HU0786                         *CURRENT SURVEY CONTROL
 HU0786  ___________________________________________________________________
 HU0786* NAD 83(1986)-  38 33 19.     (N)    075 34 21.     (W)     SCALED    
 HU0786* NAVD 88     -         8.516  (meters)      27.94   (feet)  ADJUSTED  
 HU0786  ___________________________________________________________________
 HU0786  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 HU0786  DYNAMIC HT  -           8.511 (meters)      27.92  (feet)  COMP
 HU0786  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HU0786
 HU0786  VERT ORDER  -  FIRST     CLASS I
 HU0786
 HU0786.The horizontal coordinates were scaled from a topographic map and have
 HU0786.an estimated accuracy of +/- 6 seconds.
 HU0786
 HU0786.The orthometric height was determined by differential leveling
 HU0786.and adjusted in March 1994.
 HU0786
 HU0786.The geoid height was determined by GEOID03.
 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       -    61,650.      186,420.      MT  (+/- 180 meters Scaled)
 HU0786
 HU0786                          SUPERSEDED SURVEY CONTROL
 HU0786
 HU0786  NAVD 88 (06/15/91)    8.508  (m)           27.91   (f) UNKNOWN     1 1
 HU0786  NGVD 29 (??/??/??)    8.757  (m)           28.73   (f) ADJUSTED    1 1
 HU0786
 HU0786.Superseded values are not recommended for survey control.
 HU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0786.See file dsdata.txt to determine how the superseded data were derived.
 HU0786
 HU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501675(NAD 83)
 HU0786_MARKER: DB = BENCH MARK DISK
 HU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0786_SP_SET: CONCRETE POST
 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 - October 30, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0783 ***********************************************************************
 HU0783  DESIGNATION -  LAUREL RM 2
 HU0783  PID         -  HU0783
 HU0783  STATE/COUNTY-  DE/SUSSEX
 HU0783  USGS QUAD   -  LAUREL (1992)
 HU0783
 HU0783                         *CURRENT SURVEY CONTROL
 HU0783  ___________________________________________________________________
 HU0783* NAD 83(1986)-  38 33 55.     (N)    075 34 33.     (W)     SCALED    
 HU0783* NAVD 88     -         9.938  (meters)      32.60   (feet)  ADJUSTED  
 HU0783  ___________________________________________________________________
 HU0783  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0783  DYNAMIC HT  -           9.931 (meters)      32.58  (feet)  COMP
 HU0783  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 HU0783
 HU0783  VERT ORDER  -  FIRST     CLASS I
 HU0783
 HU0783.The horizontal coordinates were scaled from a topographic map and have
 HU0783.an estimated accuracy of +/- 6 seconds.
 HU0783
 HU0783.The orthometric height was determined by differential leveling
 HU0783.and adjusted in June 1991.
 HU0783
 HU0783.The geoid height was determined by GEOID03.
 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       -    62,760.      186,130.      MT  (+/- 180 meters Scaled)
 HU0783
 HU0783                          SUPERSEDED SURVEY CONTROL
 HU0783
 HU0783  NGVD 29 (??/??/??)   10.187  (m)           33.42   (f) ADJUSTED    1 1
 HU0783
 HU0783.Superseded values are not recommended for survey control.
 HU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0783.See file dsdata.txt to determine how the superseded data were derived.
 HU0783
 HU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH498686(NAD 83)
 HU0783_MARKER: DR = REFERENCE MARK DISK
 HU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0783_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0785 ***********************************************************************
 HU0785  DESIGNATION -  LAUREL RM 3
 HU0785  PID         -  HU0785
 HU0785  STATE/COUNTY-  DE/SUSSEX
 HU0785  USGS QUAD   -  LAUREL (1992)
 HU0785
 HU0785                         *CURRENT SURVEY CONTROL
 HU0785  ___________________________________________________________________
 HU0785* NAD 83(1986)-  38 33 44.     (N)    075 34 38.     (W)     SCALED    
 HU0785* NAVD 88     -         7.715  (meters)      25.31   (feet)  ADJUSTED  
 HU0785  ___________________________________________________________________
 HU0785  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU0785  DYNAMIC HT  -           7.710 (meters)      25.30  (feet)  COMP
 HU0785  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 HU0785
 HU0785  VERT ORDER  -  FIRST     CLASS I
 HU0785
 HU0785.The horizontal coordinates were scaled from a topographic map and have
 HU0785.an estimated accuracy of +/- 6 seconds.
 HU0785
 HU0785.The orthometric height was determined by differential leveling
 HU0785.and adjusted in June 1991.
 HU0785
 HU0785.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0785
 HU0785  NGVD 29 (??/??/??)    7.964  (m)           26.13   (f) ADJUSTED    1 1
 HU0785
 HU0785.Superseded values are not recommended for survey control.
 HU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0785.See file dsdata.txt to determine how the superseded data were derived.
 HU0785
 HU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH497683(NAD 83)
 HU0785_MARKER: DR = REFERENCE MARK DISK
 HU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0785_STAMPING: LAUREL NO 3 1934
 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 = MARCH  2, 2009
 HU2007 ***********************************************************************
 HU2007  DESIGNATION -  LAUREL WATER TANK
 HU2007  PID         -  HU2007
 HU2007  STATE/COUNTY-  DE/SUSSEX
 HU2007  USGS QUAD   -  LAUREL (1992)
 HU2007
 HU2007                         *CURRENT SURVEY CONTROL
 HU2007  ___________________________________________________________________
 HU2007* NAD 83(1991)-  38 33 10.19723(N)    075 34 18.25393(W)     ADJUSTED  
 HU2007* NAVD 88     -              **(meters)            **(feet)            
 HU2007  ___________________________________________________________________
 HU2007  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HU2007  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 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
 HU2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2007
 HU2007.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2007
 HU2007  NAD 83(1986)-  38 33 10.19018(N)    075 34 18.27438(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2007.See file dsdata.txt to determine how the superseded data were derived.
 HU2007
 HU2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5018267311(NAD 83)
 HU2007
 HU2007  HISTORY     - Date     Condition        Report By
 HU2007  HISTORY     - UNK      MONUMENTED
 HU2007  HISTORY     - 1945     GOOD             CGS
 HU2007  HISTORY     - 1962     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2008 ***********************************************************************
 HU2008  DESIGNATION -  LAUREL WEST POWER LINE TOWER
 HU2008  PID         -  HU2008
 HU2008  STATE/COUNTY-  DE/SUSSEX
 HU2008  USGS QUAD   -  LAUREL (1992)
 HU2008
 HU2008                         *CURRENT SURVEY CONTROL
 HU2008  ___________________________________________________________________
 HU2008* NAD 83(1991)-  38 33 26.73335(N)    075 34 53.79287(W)     ADJUSTED  
 HU2008* NAVD 88     -              **(meters)            **(feet)            
 HU2008  ___________________________________________________________________
 HU2008  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HU2008  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2008  HORZ ORDER  -  THIRD
 HU2008
 HU2008.The horizontal coordinates were established by classical geodetic methods
 HU2008.and adjusted by the National Geodetic Survey in January 1992.
 HU2008
 HU2008
 HU2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2008
 HU2008.The geoid height was determined by GEOID03.
 HU2008
 HU2008;                    North         East     Units Scale Factor Converg.
 HU2008;SPC DE       -    61,887.848   185,623.111   MT  0.99999754   -0 06 10.1
 HU2008;SPC DE       -   203,043.71    608,998.49   sFT  0.99999754   -0 06 10.1
 HU2008;UTM  18      - 4,267,825.845   449,325.016   MT  0.99963162   -0 21 45.1
 HU2008
 HU2008                          SUPERSEDED SURVEY CONTROL
 HU2008
 HU2008  NAD 83(1986)-  38 33 26.72691(N)    075 34 53.81302(W) AD(       ) 4
 HU2008  NAD 27      -  38 33 26.30600(N)    075 34 55.07800(W) AD(       ) 3
 HU2008
 HU2008.Superseded values are not recommended for survey control.
 HU2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2008.See file dsdata.txt to determine how the superseded data were derived.
 HU2008
 HU2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4932567826(NAD 83)
 HU2008_MARKER: 55 = TOWER
 HU2008
 HU2008  HISTORY     - Date     Condition        Report By
 HU2008  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU2008  HISTORY     - 1945     GOOD             CGS
 HU2008
 HU2008                          STATION DESCRIPTION
 HU2008
 HU2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU2008'A STRUCTURAL STEEL TOWER ABOUT 175 FEET IN HEIGHT OF THE
 HU2008'DELAWARE POWER AND LIGHT COMPANY IS LOCATED ABOUT 900 METERS W
 HU2008'OF THE CENTER OF LAUREL, ABOUT 50 METERS SW OF BROAD CREEK, AND
 HU2008'ABOUT 40 METERS NE OF SIXTH STREET.
 HU2008'
 HU2008'AS NO DESCRIPTION OF THE STATION WAS WRITTEN, IT MAY BE REACHED
 HU2008'AS FOLLOWS--FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND
 HU2008'E. MARKET STREET IN LAUREL, GO S TO SIXTH STREET AND TURNING
 HU2008'RIGHT (W) PROCEED ON ACROSS THE RAILROAD TRACKS AND PAST THE
 HU2008'PAUL LAWRENCE DUNBAR SCHOOL (COLORED) FOR 0.8 MILE TO THE
 HU2008'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1978 ***********************************************************************
 HU1978  DESIGNATION -  LEDENHAM
 HU1978  PID         -  HU1978
 HU1978  STATE/COUNTY-  DE/SUSSEX
 HU1978  USGS QUAD   -  HICKMAN (1993)
 HU1978
 HU1978                         *CURRENT SURVEY CONTROL
 HU1978  ___________________________________________________________________
 HU1978* NAD 83(1991)-  38 49 21.18634(N)    075 43 19.94487(W)     ADJUSTED  
 HU1978* NAVD 88     -        16.0    (meters)      52.     (feet)  VERTCON   
 HU1978  ___________________________________________________________________
 HU1978  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 HU1978  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1978
 HU1978.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1978
 HU1978.Superseded values are not recommended for survey control.
 HU1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1978.See file dsdata.txt to determine how the superseded data were derived.
 HU1978
 HU1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3730797333(NAD 83)
 HU1978_MARKER: DS = TRIANGULATION STATION DISK
 HU1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3451 ***********************************************************************
 JU3451  DESIGNATION -  LEE
 JU3451  PID         -  JU3451
 JU3451  STATE/COUNTY-  DE/KENT
 JU3451  USGS QUAD   -  MARYDEL (1993)
 JU3451
 JU3451                         *CURRENT SURVEY CONTROL
 JU3451  ___________________________________________________________________
 JU3451* NAD 83(1991)-  39 03 20.62402(N)    075 44 26.55715(W)     ADJUSTED  
 JU3451* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 JU3451  ___________________________________________________________________
 JU3451  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 JU3451  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3451
 JU3451.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3451
 JU3451.Superseded values are not recommended for survey control.
 JU3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3451.See file dsdata.txt to determine how the superseded data were derived.
 JU3451
 JU3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3591123222(NAD 83)
 JU3451_MARKER: DS = TRIANGULATION STATION DISK
 JU3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3451+STABILITY: SURFACE MOTION
 JU3451
 JU3451  HISTORY     - Date     Condition        Report By
 JU3451  HISTORY     - 1961     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1389 ***********************************************************************
 HU1389  DESIGNATION -  LEGION
 HU1389  PID         -  HU1389
 HU1389  STATE/COUNTY-  DE/SUSSEX
 HU1389  USGS QUAD   -  BETHANY BEACH (1991)
 HU1389
 HU1389                         *CURRENT SURVEY CONTROL
 HU1389  ___________________________________________________________________
 HU1389* NAD 83(1991)-  38 35 17.66181(N)    075 04 31.99024(W)     ADJUSTED  
 HU1389* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 HU1389  ___________________________________________________________________
 HU1389  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HU1389  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1389
 HU1389.The geoid height was determined by GEOID03.
 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       -  BETHANY BEACH OBSERV TWR 4               088 06 50.9
 HU1389:UTM  18      -  BETHANY BEACH OBSERV TWR 4               088 22 26.4
 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    3  
 HU1389
 HU1389.Superseded values are not recommended for survey control.
 HU1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1389.See file dsdata.txt to determine how the superseded data were derived.
 HU1389
 HU1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9342071087(NAD 83)
 HU1389_MARKER: DS = TRIANGULATION STATION DISK
 HU1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1404 ***********************************************************************
 HU1404  DESIGNATION -  LEMMY
 HU1404  PID         -  HU1404
 HU1404  STATE/COUNTY-  DE/SUSSEX
 HU1404  USGS QUAD   -  BETHANY BEACH (1991)
 HU1404
 HU1404                         *CURRENT SURVEY CONTROL
 HU1404  ___________________________________________________________________
 HU1404* NAD 83(1991)-  38 31 22.36591(N)    075 03 13.14721(W)     ADJUSTED  
 HU1404* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1404  ___________________________________________________________________
 HU1404  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HU1404  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1404
 HU1404.The geoid height was determined by GEOID03.
 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       -   1.00000518  x   1.00000734  =   1.00001252
 HU1404!UTM  18      -   1.00000518  x   0.99960027  =   0.99960545
 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|---------------------------------------------------------------------|
 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
 HU1404.Superseded values are not recommended for survey control.
 HU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1404.See file dsdata.txt to determine how the superseded data were derived.
 HU1404
 HU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9532363834(NAD 83)
 HU1404_MARKER: DS = TRIANGULATION STATION DISK
 HU1404_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 DK6433 ***********************************************************************
 DK6433  DESIGNATION -  LEW 1
 DK6433  PID         -  DK6433
 DK6433  STATE/COUNTY-  DE/SUSSEX
 DK6433  USGS QUAD   -  LEWES (1991)
 DK6433
 DK6433                         *CURRENT SURVEY CONTROL
 DK6433  ___________________________________________________________________
 DK6433* NAD 83(1986)-  38 47 01.     (N)    075 08 45.     (W)     SCALED    
 DK6433* NAVD 88     -         1.808  (meters)       5.93   (feet)  ADJUSTED  
 DK6433  ___________________________________________________________________
 DK6433  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DK6433  DYNAMIC HT  -           1.807 (meters)       5.93  (feet)  COMP
 DK6433  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 DK6433
 DK6433  VERT ORDER  -  SECOND    CLASS II
 DK6433
 DK6433.The horizontal coordinates were scaled from a topographic map and have
 DK6433.an estimated accuracy of +/- 6 seconds.
 DK6433
 DK6433.The orthometric height was determined by differential leveling
 DK6433.and adjusted in September 2008.
 DK6433.No vertical observational check was made to the station.
 DK6433
 DK6433.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6433
 DK6433.No superseded survey control is available for this station.
 DK6433
 DK6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH873927(NAD 83)
 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 = MARCH  2, 2009
 DK6434 ***********************************************************************
 DK6434  DESIGNATION -  LEW 2
 DK6434  PID         -  DK6434
 DK6434  STATE/COUNTY-  DE/SUSSEX
 DK6434  USGS QUAD   -  LEWES (1991)
 DK6434
 DK6434                         *CURRENT SURVEY CONTROL
 DK6434  ___________________________________________________________________
 DK6434* NAD 83(1986)-  38 46 45.     (N)    075 08 57.     (W)     SCALED    
 DK6434* NAVD 88     -         2.059  (meters)       6.76   (feet)  ADJUSTED  
 DK6434  ___________________________________________________________________
 DK6434  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DK6434  DYNAMIC HT  -           2.058 (meters)       6.75  (feet)  COMP
 DK6434  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 DK6434
 DK6434  VERT ORDER  -  SECOND    CLASS II
 DK6434
 DK6434.The horizontal coordinates were scaled from a topographic map and have
 DK6434.an estimated accuracy of +/- 6 seconds.
 DK6434
 DK6434.The orthometric height was determined by differential leveling
 DK6434.and adjusted in September 2008.
 DK6434
 DK6434.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6434
 DK6434.No superseded survey control is available for this station.
 DK6434
 DK6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH870922(NAD 83)
 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 - July 09, 2008
 DK6434_ROD/PIPE-DEPTH: 1    meters
 DK6434
 DK6434  HISTORY     - Date     Condition        Report By
 DK6434  HISTORY     - 20070701 MONUMENTED       DEDT
 DK6434  HISTORY     - 20080709 GOOD             DEDT
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK6432 ***********************************************************************
 DK6432  DESIGNATION -  LEW 4
 DK6432  PID         -  DK6432
 DK6432  STATE/COUNTY-  DE/SUSSEX
 DK6432  USGS QUAD   -  LEWES (1991)
 DK6432
 DK6432                         *CURRENT SURVEY CONTROL
 DK6432  ___________________________________________________________________
 DK6432* NAD 83(1986)-  38 45 55.     (N)    075 08 30.     (W)     SCALED    
 DK6432* NAVD 88     -         3.936  (meters)      12.91   (feet)  ADJUSTED  
 DK6432  ___________________________________________________________________
 DK6432  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DK6432  DYNAMIC HT  -           3.934 (meters)      12.91  (feet)  COMP
 DK6432  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 DK6432
 DK6432  VERT ORDER  -  SECOND    CLASS II
 DK6432
 DK6432.The horizontal coordinates were scaled from a topographic map and have
 DK6432.an estimated accuracy of +/- 6 seconds.
 DK6432
 DK6432.The orthometric height was determined by differential leveling
 DK6432.and adjusted in September 2008.
 DK6432.No vertical observational check was made to the station.
 DK6432
 DK6432.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 DK6432
 DK6432.No superseded survey control is available for this station.
 DK6432
 DK6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH876907(NAD 83)
 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
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1325 ***********************************************************************
 HU1325  DESIGNATION -  LEWES CG LIFE SAVING STA MAST
 HU1325  PID         -  HU1325
 HU1325  STATE/COUNTY-  DE/SUSSEX
 HU1325  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1325
 HU1325                         *CURRENT SURVEY CONTROL
 HU1325  ___________________________________________________________________
 HU1325* NAD 83(1991)-  38 46 51.47414(N)    075 07 14.17837(W)     ADJUSTED  
 HU1325* NAVD 88     -              **(meters)            **(feet)            
 HU1325  ___________________________________________________________________
 HU1325  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HU1325  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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
 HU1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1325
 HU1325.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1325
 HU1325  NAD 83(1986)-  38 46 51.46145(N)    075 07 14.18735(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1325.See file dsdata.txt to determine how the superseded data were derived.
 HU1325
 HU1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8952492477(NAD 83)
 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 = MARCH  2, 2009
 HU1339 ***********************************************************************
 HU1339  DESIGNATION -  LEWES EPISCOPAL CHURCH SPIRE
 HU1339  PID         -  HU1339
 HU1339  STATE/COUNTY-  DE/SUSSEX
 HU1339  USGS QUAD   -  LEWES (1991)
 HU1339
 HU1339                         *CURRENT SURVEY CONTROL
 HU1339  ___________________________________________________________________
 HU1339* NAD 83(1991)-  38 46 31.50630(N)    075 08 26.58992(W)     ADJUSTED  
 HU1339* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1339  ___________________________________________________________________
 HU1339  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HU1339  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1339
 HU1339.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1339
 HU1339  NAD 83(1986)-  38 46 31.49397(N)    075 08 26.59911(W) AD(       ) 4
 HU1339  NAD 27      -  38 46 31.08200(N)    075 08 27.96500(W) AD(       ) 3
 HU1339
 HU1339.Superseded values are not recommended for survey control.
 HU1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1339.See file dsdata.txt to determine how the superseded data were derived.
 HU1339
 HU1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8777691864(NAD 83)
 HU1339_MARKER: 90 = CHURCH SPIRE
 HU1339_MARK LOGO: CGS   
 HU1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1339+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1343 ***********************************************************************
 HU1343  DESIGNATION -  LEWES MUNICIPAL WATER TANK
 HU1343  PID         -  HU1343
 HU1343  STATE/COUNTY-  DE/SUSSEX
 HU1343  USGS QUAD   -  LEWES (1991)
 HU1343
 HU1343                         *CURRENT SURVEY CONTROL
 HU1343  ___________________________________________________________________
 HU1343* NAD 83(1991)-  38 46 19.27620(N)    075 08 10.09542(W)     ADJUSTED  
 HU1343* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1343  ___________________________________________________________________
 HU1343  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HU1343  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1343
 HU1343.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1343
 HU1343  NAD 83(1986)-  38 46 19.26375(N)    075 08 10.10471(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1343.See file dsdata.txt to determine how the superseded data were derived.
 HU1343
 HU1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8817491487(NAD 83)
 HU1343_MARKER: 51 = TANK
 HU1343_MARK LOGO: CGS   
 HU1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1343+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1346 ***********************************************************************
 HU1346  DESIGNATION -  LEWES UNIV OF DEL LAB WATER TK
 HU1346  PID         -  HU1346
 HU1346  STATE/COUNTY-  DE/SUSSEX
 HU1346  USGS QUAD   -  LEWES (1991)
 HU1346
 HU1346                         *CURRENT SURVEY CONTROL
 HU1346  ___________________________________________________________________
 HU1346* NAD 83(1991)-  38 47 28.74952(N)    075 09 43.67058(W)     ADJUSTED  
 HU1346* NAVD 88     -              **(meters)            **(feet)            
 HU1346  ___________________________________________________________________
 HU1346  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HU1346  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU1346  HORZ ORDER  -  THIRD
 HU1346
 HU1346.The horizontal coordinates were established by classical geodetic methods
 HU1346.and adjusted by the National Geodetic Survey in January 1992.
 HU1346
 HU1346
 HU1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1346
 HU1346.The geoid height was determined by GEOID03.
 HU1346
 HU1346;                    North         East     Units Scale Factor Converg.
 HU1346;SPC DE       -    87,869.928   222,114.061   MT  1.00000102   +0 09 34.1
 HU1346;SPC DE       -   288,286.59    728,719.22   sFT  1.00000102   +0 09 34.1
 HU1346;UTM  18      - 4,293,631.959   485,919.668   MT  0.99960244   -0 06 05.7
 HU1346
 HU1346                          SUPERSEDED SURVEY CONTROL
 HU1346
 HU1346  NAD 83(1986)-  38 47 28.73779(N)    075 09 43.67922(W) AD(       ) 4
 HU1346  NAD 27      -  38 47 28.33597(N)    075 09 45.01485(W) AD(       ) 3
 HU1346
 HU1346.Superseded values are not recommended for survey control.
 HU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1346.See file dsdata.txt to determine how the superseded data were derived.
 HU1346
 HU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8592093632(NAD 83)
 HU1346_MARKER: 53 = ELEVATED TANK
 HU1346
 HU1346  HISTORY     - Date     Condition        Report By
 HU1346  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1346  HISTORY     - 1969     GOOD             CGS
 HU1346
 HU1346                          STATION DESCRIPTION
 HU1346
 HU1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1346'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER
 HU1346'OF THE UNIVERSITY OF DELAWARE LABORATORY WATER TANK.  LOCATED
 HU1346'IN THE NORTHWEST SECTION OF LEWES, DELAWARE ON PROPERTY OF THE
 HU1346'UNIVERSITY OF DELAWARE.  THE STRUCTURE IS OF 4-STEEL CHANNEL
 HU1346'IRON LEGS WITH A WOOD, LONG SLENDER TANK WITH A CONICAL
 HU1346'SHAPED ROOF, THE LEGS ARE RUST COLOR AND THE TANK HAS FORMERLY
 HU1346'BEEN PAINTED WHITE, BUT MOST OF THE PAINT HAS CAME OFF.  THE
 HU1346'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 35.0 FEET.
 HU1346
 HU1346                          STATION RECOVERY (1969)
 HU1346
 HU1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1346'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1346'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1317 ***********************************************************************
 HU1317  DESIGNATION -  LEWES WEST OIL FACTORY CHIMNEY
 HU1317  PID         -  HU1317
 HU1317  STATE/COUNTY-  DE/SUSSEX
 HU1317  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1317
 HU1317                         *CURRENT SURVEY CONTROL
 HU1317  ___________________________________________________________________
 HU1317* NAD 83(1991)-  38 46 53.97102(N)    075 06 58.75435(W)     ADJUSTED  
 HU1317* NAVD 88     -              **(meters)            **(feet)            
 HU1317  ___________________________________________________________________
 HU1317  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HU1317  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1317  HORZ ORDER  -  THIRD
 HU1317
 HU1317.The horizontal coordinates were established by classical geodetic methods
 HU1317.and adjusted by the National Geodetic Survey in January 1992.
 HU1317
 HU1317
 HU1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1317
 HU1317.The geoid height was determined by GEOID03.
 HU1317
 HU1317;                    North         East     Units Scale Factor Converg.
 HU1317;SPC DE       -    86,809.557   226,097.564   MT  1.00000338   +0 11 17.2
 HU1317;SPC DE       -   284,807.69    741,788.42   sFT  1.00000338   +0 11 17.2
 HU1317;UTM  18      - 4,292,553.883   489,896.706   MT  0.99960126   -0 04 22.3
 HU1317
 HU1317                          SUPERSEDED SURVEY CONTROL
 HU1317
 HU1317  NAD 83(1986)-  38 46 53.95826(N)    075 06 58.76317(W) AD(       ) 4
 HU1317  NAD 27      -  38 46 53.55492(N)    075 07 00.10965(W) AD(       ) 3
 HU1317
 HU1317.Superseded values are not recommended for survey control.
 HU1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1317.See file dsdata.txt to determine how the superseded data were derived.
 HU1317
 HU1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8989792554(NAD 83)
 HU1317_MARKER: 85 = CHIMNEY
 HU1317
 HU1317  HISTORY     - Date     Condition        Report By
 HU1317  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1317  HISTORY     - 1976     GOOD             NGS
 HU1317  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU1317
 HU1317                          STATION DESCRIPTION
 HU1317
 HU1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1317'THE STATION IS NAVY PROPERTY, INSTEAD OF THE WEST OIL
 HU1317'FACTORY.  THE POINT INTERSECTED WAS THE APEX AND CENTER OF THE
 HU1317'CHIMNEY.
 HU1317
 HU1317                          STATION RECOVERY (1976)
 HU1317
 HU1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1317'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1317'ADEQUATE.
 HU1317'
 HU1317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1317'AT LEWES.
 HU1317
 HU1317                          STATION RECOVERY (2008)
 HU1317
 HU1317'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1317'CHIMNEY HAS BEEN REMOVED - AREA IS NOW RESIDENTIAL.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0789 ***********************************************************************
 JU0789  DESIGNATION -  LEX
 JU0789  PID         -  JU0789
 JU0789  STATE/COUNTY-  DE/NEW CASTLE
 JU0789  USGS QUAD   -  MARCUS HOOK (1993)
 JU0789
 JU0789                         *CURRENT SURVEY CONTROL
 JU0789  ___________________________________________________________________
 JU0789* NAD 83(1991)-  39 47 19.78290(N)    075 28 04.60639(W)     ADJUSTED  
 JU0789* NAVD 88     -         6.870  (meters)      22.54   (feet)  ADJUSTED  
 JU0789  ___________________________________________________________________
 JU0789  X           -   1,231,454.416 (meters)                     COMP
 JU0789  Y           -  -4,750,715.193 (meters)                     COMP
 JU0789  Z           -   4,059,979.958 (meters)                     COMP
 JU0789  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JU0789  ELLIP HEIGHT-         -25.790 (meters)          (09/01/99) ADJUSTED
 JU0789  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0789  DYNAMIC HT  -           6.867 (meters)      22.53  (feet)  COMP
 JU0789  MODELED GRAV-     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
 JU0789.and adjusted in June 1991.
 JU0789.WARNING-Repeat measurements at this control monument indicate possible
 JU0789.vertical movement.
 JU0789
 JU0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0789
 JU0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0789
 JU0789.The ellipsoidal height was determined by GPS observations
 JU0789.and is referenced to NAD 83.
 JU0789
 JU0789.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JU0789| PID    Reference Object                     Distance      Geod. Az  |
 JU0789|                                                           dddmmss.s |
 JU0789| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.12.7 KM 1232728.9 |
 JU0789| CB2177 LEX RM 1                             27.313 METERS 22507     |
 JU0789| CB2178 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
 JU0789.Superseded values are not recommended for survey control.
 JU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0789.See file dsdata.txt to determine how the superseded data were derived.
 JU0789
 JU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5993304424(NAD 83)
 JU0789_MARKER: DS = TRIANGULATION STATION DISK
 JU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU0789_STAMPING: LEX 1958
 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 = MARCH  2, 2009
 JU0791 ***********************************************************************
 JU0791  DESIGNATION -  LEX RM 1
 JU0791  PID         -  JU0791
 JU0791  STATE/COUNTY-  DE/NEW CASTLE
 JU0791  USGS QUAD   -  MARCUS HOOK (1993)
 JU0791
 JU0791                         *CURRENT SURVEY CONTROL
 JU0791  ___________________________________________________________________
 JU0791* NAD 83(1986)-  39 47 19.     (N)    075 28 04.     (W)     SCALED    
 JU0791* NAVD 88     -         6.689  (meters)      21.95   (feet)  ADJUSTED  
 JU0791  ___________________________________________________________________
 JU0791  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0791  DYNAMIC HT  -           6.686 (meters)      21.94  (feet)  COMP
 JU0791  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 JU0791
 JU0791  VERT ORDER  -  FIRST     CLASS II
 JU0791
 JU0791.The horizontal coordinates were scaled from a topographic map and have
 JU0791.an estimated accuracy of +/- 6 seconds.
 JU0791
 JU0791.The orthometric height was determined by differential leveling
 JU0791.and adjusted in June 1991.
 JU0791.WARNING-Repeat measurements at this control monument indicate possible
 JU0791.vertical movement.
 JU0791
 JU0791.The geoid height was determined by GEOID03.
 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       -   198,560.      195,620.      MT  (+/- 180 meters Scaled)
 JU0791
 JU0791                          SUPERSEDED SURVEY CONTROL
 JU0791
 JU0791  NGVD 29 (01/10/92)    6.959  (m)           22.83   (f) ADJUSTED    1 2
 JU0791
 JU0791.Superseded values are not recommended for survey control.
 JU0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0791.See file dsdata.txt to determine how the superseded data were derived.
 JU0791
 JU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK599044(NAD 83)
 JU0791_MARKER: DR = REFERENCE MARK DISK
 JU0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0791_SP_SET: 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 = MARCH  2, 2009
 JU0790 ***********************************************************************
 JU0790  DESIGNATION -  LEX RM 2
 JU0790  PID         -  JU0790
 JU0790  STATE/COUNTY-  DE/NEW CASTLE
 JU0790  USGS QUAD   -  MARCUS HOOK (1993)
 JU0790
 JU0790                         *CURRENT SURVEY CONTROL
 JU0790  ___________________________________________________________________
 JU0790* NAD 83(1986)-  39 47 19.     (N)    075 28 04.     (W)     SCALED    
 JU0790* NAVD 88     -         6.716  (meters)      22.03   (feet)  ADJUSTED  
 JU0790  ___________________________________________________________________
 JU0790  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0790  DYNAMIC HT  -           6.713 (meters)      22.02  (feet)  COMP
 JU0790  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 JU0790
 JU0790  VERT ORDER  -  FIRST     CLASS II
 JU0790
 JU0790.The horizontal coordinates were scaled from a topographic map and have
 JU0790.an estimated accuracy of +/- 6 seconds.
 JU0790
 JU0790.The orthometric height was determined by differential leveling
 JU0790.and adjusted in June 1991.
 JU0790.WARNING-Repeat measurements at this control monument indicate possible
 JU0790.vertical movement.
 JU0790
 JU0790.The geoid height was determined by GEOID03.
 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       -   198,560.      195,620.      MT  (+/- 180 meters Scaled)
 JU0790
 JU0790                          SUPERSEDED SURVEY CONTROL
 JU0790
 JU0790  NGVD 29 (01/10/92)    6.985  (m)           22.92   (f) ADJUSTED    1 2
 JU0790
 JU0790.Superseded values are not recommended for survey control.
 JU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0790.See file dsdata.txt to determine how the superseded data were derived.
 JU0790
 JU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK599044(NAD 83)
 JU0790_MARKER: DR = REFERENCE MARK DISK
 JU0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0790_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3682 ***********************************************************************
 JU3682  DESIGNATION -  LINDEN 1959
 JU3682  PID         -  JU3682
 JU3682  STATE/COUNTY-  DE/NEW CASTLE
 JU3682  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3682
 JU3682                         *CURRENT SURVEY CONTROL
 JU3682  ___________________________________________________________________
 JU3682* NAD 83(1991)-  39 44 22.85511(N)    075 33 50.38921(W)     ADJUSTED  
 JU3682* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 JU3682  ___________________________________________________________________
 JU3682  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU3682  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3682
 JU3682.The geoid height was determined by GEOID03.
 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  =   0.99963223
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3682.See file dsdata.txt to determine how the superseded data were derived.
 JU3682
 JU3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5167599017(NAD 83)
 JU3682_MARKER: DE = TRAVERSE STATION DISK
 JU3682_SETTING: 0 = UNSPECIFIED SETTING
 JU3682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3682
 JU3682  HISTORY     - Date     Condition        Report By
 JU3682  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3411 ***********************************************************************
 JU3411  DESIGNATION -  LISTON POINT
 JU3411  PID         -  JU3411
 JU3411  STATE/COUNTY-  DE/NEW CASTLE
 JU3411  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3411
 JU3411                         *CURRENT SURVEY CONTROL
 JU3411  ___________________________________________________________________
 JU3411* NAD 83(1991)-  39 25 05.34302(N)    075 32 25.16774(W)     ADJUSTED  
 JU3411* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3411  ___________________________________________________________________
 JU3411  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU3411  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3411
 JU3411.The geoid height was determined by GEOID03.
 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       -   1.00000501  x   0.99999640  =   1.00000141
 JU3411!SPC NJ       -   1.00000501  x   0.99999877  =   1.00000378
 JU3411!UTM  18      -   1.00000501  x   0.99962663  =   0.99963164
 JU3411
 JU3411|---------------------------------------------------------------------|
 JU3411| PID    Reference Object                     Distance      Geod. Az  |
 JU3411|                                                           dddmmss.s |
 JU3411| JU3414 LISTON USE 1932                     249.085 METERS 13541     |
 JU3411| JU3412 DELAWARE R AND BAY MON 1933          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3411.See file dsdata.txt to determine how the superseded data were derived.
 JU3411
 JU3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5348963320(NAD 83)
 JU3411_MARKER: DS = TRIANGULATION STATION DISK
 JU3411_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3411_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 JU2534 ***********************************************************************
 JU2534  DESIGNATION -  LISTON RANGE FRONT LIGHT
 JU2534  PID         -  JU2534
 JU2534  STATE/COUNTY-  DE/NEW CASTLE
 JU2534  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU2534
 JU2534                         *CURRENT SURVEY CONTROL
 JU2534  ___________________________________________________________________
 JU2534* NAD 83(1991)-  39 28 57.13517(N)    075 35 29.96260(W)     NO CHECK  
 JU2534* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 JU2534  ___________________________________________________________________
 JU2534  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU2534  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2534
 JU2534.The geoid height was determined by GEOID03.
 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       -   1.00000441  x   0.99999779  =   1.00000220
 JU2534!SPC NJ       -   1.00000441  x   1.00000855  =   1.00001296
 JU2534!UTM  18      -   1.00000441  x   0.99963188  =   0.99963629
 JU2534
 JU2534                          SUPERSEDED SURVEY CONTROL
 JU2534
 JU2534  NAD 83(1986)-  39 28 57.12636(N)    075 35 29.97127(W) AD(       ) 4
 JU2534  NGVD 29 (06/08/88)    6.     (m)           20.     (f) VERT ANG    3  
 JU2534
 JU2534.Superseded values are not recommended for survey control.
 JU2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2534.See file dsdata.txt to determine how the superseded data were derived.
 JU2534
 JU2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4911770494(NAD 83)
 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 = MARCH  2, 2009
 JU3793 ***********************************************************************
 JU3793  DESIGNATION -  LISTON REAR RANGE LIGHT
 JU3793  PID         -  JU3793
 JU3793  STATE/COUNTY-  DE/NEW CASTLE
 JU3793  USGS QUAD   -  SAINT GEORGES (1993)
 JU3793
 JU3793                         *CURRENT SURVEY CONTROL
 JU3793  ___________________________________________________________________
 JU3793* NAD 83(1991)-  39 31 25.63837(N)    075 38 22.89667(W)     ADJUSTED  
 JU3793* NAVD 88     -              **(meters)            **(feet)            
 JU3793  ___________________________________________________________________
 JU3793  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JU3793  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 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
 JU3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3793
 JU3793.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3793
 JU3793  NAD 83(1986)-  39 31 25.63128(N)    075 38 22.90622(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3793.See file dsdata.txt to determine how the superseded data were derived.
 JU3793
 JU3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4501875100(NAD 83)
 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 = MARCH  2, 2009
 JU3414 ***********************************************************************
 JU3414  DESIGNATION -  LISTON USE 1932
 JU3414  PID         -  JU3414
 JU3414  STATE/COUNTY-  DE/NEW CASTLE
 JU3414  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3414
 JU3414                         *CURRENT SURVEY CONTROL
 JU3414  ___________________________________________________________________
 JU3414* NAD 83(1991)-  39 24 59.56448(N)    075 32 17.89273(W)     ADJUSTED  
 JU3414* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3414  ___________________________________________________________________
 JU3414  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU3414  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU3414  HORZ ORDER  -  THIRD
 JU3414
 JU3414.The horizontal coordinates were established by classical geodetic methods
 JU3414.and adjusted by the National Geodetic Survey in January 1992.
 JU3414
 JU3414.The orthometric height was scaled from a topographic map.
 JU3414
 JU3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3414
 JU3414.The geoid height was determined by GEOID03.
 JU3414
 JU3414;                    North         East     Units Scale Factor Converg.
 JU3414;SPC DE       -   157,256.917   189,525.147   MT  0.99999635   -0 04 38.0
 JU3414;SPC DE       -   515,933.74    621,800.42   sFT  0.99999635   -0 04 38.0
 JU3414;SPC NJ       -    65,254.929    60,593.238   MT  0.99999839   -0 39 33.5
 JU3414;SPC NJ       -   214,090.55    198,796.32   sFT  0.99999839   -0 39 33.5
 JU3414;UTM  18      - 4,363,140.980   453,661.759   MT  0.99962644   -0 20 30.5
 JU3414
 JU3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3414!SPC DE       -   1.00000533  x   0.99999635  =   1.00000168
 JU3414!SPC NJ       -   1.00000533  x   0.99999839  =   1.00000372
 JU3414!UTM  18      -   1.00000533  x   0.99962644  =   0.99963176
 JU3414
 JU3414                          SUPERSEDED SURVEY CONTROL
 JU3414
 JU3414  NAD 83(1986)-  39 24 59.55683(N)    075 32 17.90263(W) AD(       ) 3
 JU3414  NAD 27      -  39 24 59.15000(N)    075 32 19.17500(W) AD(       ) 3
 JU3414
 JU3414.Superseded values are not recommended for survey control.
 JU3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3414.See file dsdata.txt to determine how the superseded data were derived.
 JU3414
 JU3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5366263141(NAD 83)
 JU3414_MARKER: Z = SEE DESCRIPTION
 JU3414_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3414_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3414
 JU3414  HISTORY     - Date     Condition        Report By
 JU3414  HISTORY     - 1933     MONUMENTED       USE
 JU3414  HISTORY     - 1946     GOOD             CGS
 JU3414  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3414
 JU3414                          STATION DESCRIPTION
 JU3414
 JU3414'DESCRIBED BY US ENGINEERS 1933 (GLA)
 JU3414'THIS STATION IS ON THE EXTREME OUTER END OF LISTON POINT ON THE
 JU3414'W BANK OF THE DELAWARE RIVER ABOUT 2-1/2 MILES N OF COLLINS
 JU3414'BEACH.  IT IS ABOUT 200 YARDS SE OF THE MONUMENT MARKING THE
 JU3414'BOUNDARY BETWEEN THE DELAWARE RIVER AND BAY.  IT IS ON THE
 JU3414'HIGHEST PART OF THE SAND BEACH BETWEEN THE RIVER AND LOW MARSH
 JU3414'LAND.  THE STATION IS MARKED BY A 1 1/4-INCH IRON PIPE 6 FEET
 JU3414'LONG DRIVEN IN THE GROUND.  ABOVE THE STATION IS ERECTED A
 JU3414'60-FOOT SQUARE SKELETON STEEL TOWER WITH THE BASE ANCHORED IN
 JU3414'CONCRETE.  FASTENED TO THE TOWER IS A WOODEN LATTICEWORK
 JU3414'TARGET 20 FEET HIGH.
 JU3414
 JU3414                          STATION RECOVERY (1946)
 JU3414
 JU3414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3414'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3414'ADEQUATE EXCEPT FOR THE FOLLOWING ADDITION--THE STATION IS
 JU3414'BELOW MEAN HIGH-WATER LINE.  PREVIOUSLY LISTED AS LISTON
 JU3414'SEXT. (U.S.E.)
 JU3414
 JU3414                          STATION RECOVERY (1977)
 JU3414
 JU3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3414'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0804 ***********************************************************************
 JU0804  DESIGNATION -  LORE
 JU0804  PID         -  JU0804
 JU0804  STATE/COUNTY-  DE/NEW CASTLE
 JU0804  USGS QUAD   -  MARCUS HOOK (1993)
 JU0804
 JU0804                         *CURRENT SURVEY CONTROL
 JU0804  ___________________________________________________________________
 JU0804* NAD 83(1991)-  39 45 26.79325(N)    075 29 33.32724(W)     ADJUSTED  
 JU0804* NAVD 88     -        11.749  (meters)      38.55   (feet)  ADJUSTED  
 JU0804  ___________________________________________________________________
 JU0804  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JU0804  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0804  DYNAMIC HT  -          11.743 (meters)      38.53  (feet)  COMP
 JU0804  MODELED GRAV-     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
 JU0804.and adjusted in June 1991.
 JU0804
 JU0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0804
 JU0804.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000332  x   0.99999552  =   0.99999884
 JU0804!SPC NJ       -   1.00000332  x   0.99998903  =   0.99999235
 JU0804!SPC PA S     -   1.00000332  x   1.00003216  =   1.00003548
 JU0804!UTM  18      -   1.00000332  x   0.99962192  =   0.99962524
 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 (??/??/??)   12.016  (m)           39.42   (f) ADJUSTED    1 1
 JU0804
 JU0804.Superseded values are not recommended for survey control.
 JU0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0804.See file dsdata.txt to determine how the superseded data were derived.
 JU0804
 JU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5780400952(NAD 83)
 JU0804_MARKER: DS = TRIANGULATION STATION DISK
 JU0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0804_STAMPING: LORE 1958
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0803 ***********************************************************************
 JU0803  DESIGNATION -  LORE RM 1
 JU0803  PID         -  JU0803
 JU0803  STATE/COUNTY-  DE/NEW CASTLE
 JU0803  USGS QUAD   -  MARCUS HOOK (1993)
 JU0803
 JU0803                         *CURRENT SURVEY CONTROL
 JU0803  ___________________________________________________________________
 JU0803* NAD 83(1986)-  39 45 26.     (N)    075 29 33.     (W)     SCALED    
 JU0803* NAVD 88     -        11.546  (meters)      37.88   (feet)  ADJUSTED  
 JU0803  ___________________________________________________________________
 JU0803  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0803  DYNAMIC HT  -          11.540 (meters)      37.86  (feet)  COMP
 JU0803  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 JU0803
 JU0803  VERT ORDER  -  FIRST     CLASS I
 JU0803
 JU0803.The horizontal coordinates were scaled from a topographic map and have
 JU0803.an estimated accuracy of +/- 6 seconds.
 JU0803
 JU0803.The orthometric height was determined by differential leveling
 JU0803.and adjusted in June 1991.
 JU0803
 JU0803.The geoid height was determined by GEOID03.
 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       -   195,080.      193,500.      MT  (+/- 180 meters Scaled)
 JU0803
 JU0803                          SUPERSEDED SURVEY CONTROL
 JU0803
 JU0803  NGVD 29 (??/??/??)   11.813  (m)           38.76   (f) ADJUSTED    1 1
 JU0803
 JU0803.Superseded values are not recommended for survey control.
 JU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0803.See file dsdata.txt to determine how the superseded data were derived.
 JU0803
 JU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK578009(NAD 83)
 JU0803_MARKER: DR = REFERENCE MARK DISK
 JU0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0803_STAMPING: LORE NO 1 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0805 ***********************************************************************
 JU0805  DESIGNATION -  LORE RM 2
 JU0805  PID         -  JU0805
 JU0805  STATE/COUNTY-  DE/NEW CASTLE
 JU0805  USGS QUAD   -  MARCUS HOOK (1993)
 JU0805
 JU0805                         *CURRENT SURVEY CONTROL
 JU0805  ___________________________________________________________________
 JU0805* NAD 83(1986)-  39 45 26.     (N)    075 29 33.     (W)     SCALED    
 JU0805* NAVD 88     -        11.977  (meters)      39.29   (feet)  ADJUSTED  
 JU0805  ___________________________________________________________________
 JU0805  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0805  DYNAMIC HT  -          11.972 (meters)      39.28  (feet)  COMP
 JU0805  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 JU0805
 JU0805  VERT ORDER  -  FIRST     CLASS I
 JU0805
 JU0805.The horizontal coordinates were scaled from a topographic map and have
 JU0805.an estimated accuracy of +/- 6 seconds.
 JU0805
 JU0805.The orthometric height was determined by differential leveling
 JU0805.and adjusted in June 1991.
 JU0805
 JU0805.The geoid height was determined by GEOID03.
 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       -   195,080.      193,500.      MT  (+/- 180 meters Scaled)
 JU0805
 JU0805                          SUPERSEDED SURVEY CONTROL
 JU0805
 JU0805  NGVD 29 (??/??/??)   12.244  (m)           40.17   (f) ADJUSTED    1 1
 JU0805
 JU0805.Superseded values are not recommended for survey control.
 JU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0805.See file dsdata.txt to determine how the superseded data were derived.
 JU0805
 JU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK578009(NAD 83)
 JU0805_MARKER: DR = REFERENCE MARK DISK
 JU0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0805_STAMPING: LORE NO 2 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4354 ***********************************************************************
 JU4354  DESIGNATION -  LUMS
 JU4354  PID         -  JU4354
 JU4354  STATE/COUNTY-  DE/NEW CASTLE
 JU4354  USGS QUAD   -  SAINT GEORGES (1993)
 JU4354
 JU4354                         *CURRENT SURVEY CONTROL
 JU4354  ___________________________________________________________________
 JU4354* NAD 83(2007)-  39 33 30.59702(N)    075 44 13.82167(W)     ADJUSTED  
 JU4354* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 JU4354  ___________________________________________________________________
 JU4354  EPOCH DATE  -        2002.00
 JU4354  X           -   1,213,142.897 (meters)                     COMP
 JU4354  Y           -  -4,772,283.098 (meters)                     COMP
 JU4354  Z           -   4,040,305.987 (meters)                     COMP
 JU4354  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JU4354  ELLIP HEIGHT-         -11.072 (meters)          (02/10/07) ADJUSTED
 JU4354  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JU4354
 JU4354  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4354  Type    PID    Designation                      North   East  Ellip
 JU4354  -------------------------------------------------------------------
 JU4354  NETWORK JU4354 LUMS                              2.14   1.61   2.53
 JU4354  -------------------------------------------------------------------
 JU4354
 JU4354.The horizontal coordinates were established by GPS observations
 JU4354.and adjusted by the National Geodetic Survey in February 2007.
 JU4354
 JU4354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4354.The horizontal coordinates are valid at the epoch date displayed above.
 JU4354.The epoch date for horizontal control is a decimal equivalence
 JU4354.of Year/Month/Day.
 JU4354
 JU4354.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4354
 JU4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4354
 JU4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4354
 JU4354.The ellipsoidal height was determined by GPS observations
 JU4354.and is referenced to NAD 83.
 JU4354
 JU4354.The geoid height was determined by GEOID03.
 JU4354
 JU4354;                    North         East     Units Scale Factor Converg.
 JU4354;SPC DE       -   173,059.200   172,455.416   MT  1.00000434   -0 12 14.8
 JU4354;SPC DE       -   567,778.39    565,797.48   sFT  1.00000434   -0 12 14.8
 JU4354;SPC MD       -   210,760.577   508,527.777   MT  1.00002078   +0 47 33.3
 JU4354;SPC MD       -   691,470.33  1,668,394.88   sFT  1.00002078   +0 47 33.3
 JU4354;UTM  18      - 4,379,016.280   436,671.450   MT  0.99964938   -0 28 10.2
 JU4354
 JU4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4354!SPC DE       -   1.00000174  x   1.00000434  =   1.00000608
 JU4354!SPC MD       -   1.00000174  x   1.00002078  =   1.00002252
 JU4354!UTM  18      -   1.00000174  x   0.99964938  =   0.99965112
 JU4354
 JU4354                          SUPERSEDED SURVEY CONTROL
 JU4354
 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)           73.     (f) GPS OBS     3  
 JU4354
 JU4354.Superseded values are not recommended for survey control.
 JU4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4354.See file dsdata.txt to determine how the superseded data were derived.
 JU4354
 JU4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3667179016(NAD 83)
 JU4354_MARKER: A = ALUMINUM MARKER
 JU4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4354_SP_SET: CONCRETE POST
 JU4354_STAMPING: LUMS 1993
 JU4354_MARK LOGO: NOS   
 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 - August 17, 2005
 JU4354
 JU4354  HISTORY     - Date     Condition        Report By
 JU4354  HISTORY     - 1993     MONUMENTED       NOS
 JU4354  HISTORY     - 20000305 GOOD             USPSQD
 JU4354  HISTORY     - 20050817 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1409 ***********************************************************************
 HU1409  DESIGNATION -  LUNGO 2
 HU1409  PID         -  HU1409
 HU1409  STATE/COUNTY-  DE/SUSSEX
 HU1409  USGS QUAD   -  FRANKFORD (1991)
 HU1409
 HU1409                         *CURRENT SURVEY CONTROL
 HU1409  ___________________________________________________________________
 HU1409* NAD 83(1991)-  38 36 03.03852(N)    075 09 36.73274(W)     ADJUSTED  
 HU1409* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 HU1409  ___________________________________________________________________
 HU1409  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1409  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1409
 HU1409.The geoid height was determined by GEOID03.
 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  =   0.99960788
 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|---------------------------------------------------------------------|
 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    3  
 HU1409
 HU1409.Superseded values are not recommended for survey control.
 HU1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1409.See file dsdata.txt to determine how the superseded data were derived.
 HU1409
 HU1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8605072496(NAD 83)
 HU1409_MARKER: DS = TRIANGULATION STATION DISK
 HU1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU4283 ***********************************************************************
 JU4283  DESIGNATION -  M 11 RESET
 JU4283  PID         -  JU4283
 JU4283  STATE/COUNTY-  DE/KENT
 JU4283  USGS QUAD   -  MARYDEL (1993)
 JU4283
 JU4283                         *CURRENT SURVEY CONTROL
 JU4283  ___________________________________________________________________
 JU4283* NAD 83(1986)-  39 01 35.     (N)    075 42 15.     (W)     SCALED    
 JU4283* NAVD 88     -        17.105  (meters)      56.12   (feet)  ADJUSTED  
 JU4283  ___________________________________________________________________
 JU4283  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU4283  DYNAMIC HT  -          17.095 (meters)      56.09  (feet)  COMP
 JU4283  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 JU4283
 JU4283  VERT ORDER  -  SECOND    CLASS I
 JU4283
 JU4283.The horizontal coordinates were scaled from a topographic map and have
 JU4283.an estimated accuracy of +/- 6 seconds.
 JU4283
 JU4283.The orthometric height was determined by differential leveling
 JU4283.and adjusted in December 2004.
 JU4283.No vertical observational check was made to the station.
 JU4283
 JU4283.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU4283;SPC DE       -   113,970.      175,100.      MT  (+/- 180 meters Scaled)
 JU4283
 JU4283                          SUPERSEDED SURVEY CONTROL
 JU4283
 JU4283  NAVD 88 (05/17/01)   17.112  (m)           56.14   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4283.See file dsdata.txt to determine how the superseded data were derived.
 JU4283
 JU4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ390199(NAD 83)
 JU4283_MARKER: DV = VERTICAL CONTROL DISK
 JU4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4283_SP_SET: CONCRETE POST
 JU4283_STAMPING: M 11 RESET 1983
 JU4283_MARK LOGO: NGS   
 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 - February 11, 2003
 JU4283
 JU4283  HISTORY     - Date     Condition        Report By
 JU4283  HISTORY     - 1983     MONUMENTED       NGS
 JU4283  HISTORY     - 20030211 GOOD             MDSHA
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1264 ***********************************************************************
 JU1264  DESIGNATION -  M 12
 JU1264  PID         -  JU1264
 JU1264  STATE/COUNTY-  DE/KENT
 JU1264  USGS QUAD   -  KENTON (1993)
 JU1264
 JU1264                         *CURRENT SURVEY CONTROL
 JU1264  ___________________________________________________________________
 JU1264* NAD 83(1986)-  39 09 08.     (N)    075 43 50.     (W)     SCALED    
 JU1264* NAVD 88     -        21.024  (meters)      68.98   (feet)  ADJUSTED  
 JU1264  ___________________________________________________________________
 JU1264  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU1264  DYNAMIC HT  -          21.012 (meters)      68.94  (feet)  COMP
 JU1264  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 JU1264
 JU1264  VERT ORDER  -  SECOND    CLASS 0
 JU1264
 JU1264.The horizontal coordinates were scaled from a topographic map and have
 JU1264.an estimated accuracy of +/- 6 seconds.
 JU1264
 JU1264.The orthometric height was determined by differential leveling
 JU1264.and adjusted in June 1991.
 JU1264
 JU1264.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1264
 JU1264  NGVD 29 (??/??/??)   21.260  (m)           69.75   (f) ADJUSTED    2 0
 JU1264
 JU1264.Superseded values are not recommended for survey control.
 JU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1264.See file dsdata.txt to determine how the superseded data were derived.
 JU1264
 JU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ368339(NAD 83)
 JU1264_MARKER: DB = BENCH MARK DISK
 JU1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1264_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1128 ***********************************************************************
 JU1128  DESIGNATION -  M 2
 JU1128  PID         -  JU1128
 JU1128  STATE/COUNTY-  DE/KENT
 JU1128  USGS QUAD   -  WYOMING (1993)
 JU1128
 JU1128                         *CURRENT SURVEY CONTROL
 JU1128  ___________________________________________________________________
 JU1128* NAD 83(1986)-  39 00 38.     (N)    075 34 34.     (W)     SCALED    
 JU1128* NAVD 88     -        20.105  (meters)      65.96   (feet)  ADJUSTED  
 JU1128  ___________________________________________________________________
 JU1128  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU1128  DYNAMIC HT  -          20.094 (meters)      65.93  (feet)  COMP
 JU1128  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 JU1128
 JU1128  VERT ORDER  -  FIRST     CLASS I
 JU1128
 JU1128.The horizontal coordinates were scaled from a topographic map and have
 JU1128.an estimated accuracy of +/- 6 seconds.
 JU1128
 JU1128.The orthometric height was determined by differential leveling
 JU1128.and adjusted in June 1991.
 JU1128
 JU1128.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1128
 JU1128  NGVD 29 (??/??/??)   20.346  (m)           66.75   (f) ADJUSTED    1 1
 JU1128
 JU1128.Superseded values are not recommended for survey control.
 JU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1128.See file dsdata.txt to determine how the superseded data were derived.
 JU1128
 JU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501181(NAD 83)
 JU1128_MARKER: DB = BENCH MARK DISK
 JU1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1128_SP_SET: BRICK WALL
 JU1128_STAMPING: 67.257 M 2 1931
 JU1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1453 ***********************************************************************
 JU1453  DESIGNATION -  M 21
 JU1453  PID         -  JU1453
 JU1453  STATE/COUNTY-  DE/NEW CASTLE
 JU1453  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1453
 JU1453                         *CURRENT SURVEY CONTROL
 JU1453  ___________________________________________________________________
 JU1453* NAD 83(1986)-  39 45 45.     (N)    075 31 03.     (W)     SCALED    
 JU1453* NAVD 88     -        12.268  (meters)      40.25   (feet)  ADJUSTED  
 JU1453  ___________________________________________________________________
 JU1453  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1453  DYNAMIC HT  -          12.262 (meters)      40.23  (feet)  COMP
 JU1453  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 JU1453
 JU1453  VERT ORDER  -  SECOND    CLASS 0
 JU1453
 JU1453.The horizontal coordinates were scaled from a topographic map and have
 JU1453.an estimated accuracy of +/- 6 seconds.
 JU1453
 JU1453.The orthometric height was determined by differential leveling
 JU1453.and adjusted in June 1991.
 JU1453
 JU1453.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1453
 JU1453  NGVD 29 (??/??/??)   12.610  (m)           41.37   (f) ADJUSTED    2 0
 JU1453
 JU1453.Superseded values are not recommended for survey control.
 JU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1453.See file dsdata.txt to determine how the superseded data were derived.
 JU1453
 JU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK556015(NAD 83)
 JU1453_MARKER: DB = BENCH MARK DISK
 JU1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1453_SP_SET: BRIDGE
 JU1453_STAMPING: M 21 1959
 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 = MARCH  2, 2009
 JU1383 ***********************************************************************
 JU1383  DESIGNATION -  M 22
 JU1383  PID         -  JU1383
 JU1383  STATE/COUNTY-  DE/NEW CASTLE
 JU1383  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1383
 JU1383                         *CURRENT SURVEY CONTROL
 JU1383  ___________________________________________________________________
 JU1383* NAD 83(1986)-  39 43 23.     (N)    075 34 35.     (W)     SCALED    
 JU1383* NAVD 88     -         3.635  (meters)      11.93   (feet)  ADJUSTED  
 JU1383  ___________________________________________________________________
 JU1383  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1383  DYNAMIC HT  -           3.634 (meters)      11.92  (feet)  COMP
 JU1383  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 JU1383
 JU1383  VERT ORDER  -  FIRST     CLASS II
 JU1383
 JU1383.The horizontal coordinates were scaled from a topographic map and have
 JU1383.an estimated accuracy of +/- 6 seconds.
 JU1383
 JU1383.The orthometric height was determined by differential leveling
 JU1383.and adjusted in June 1991.
 JU1383.WARNING-Repeat measurements at this control monument indicate possible
 JU1383.vertical movement.
 JU1383
 JU1383.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1383
 JU1383  NGVD 29 (01/10/92)    3.892  (m)           12.77   (f) ADJUSTED    1 2
 JU1383
 JU1383.Superseded values are not recommended for survey control.
 JU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1383.See file dsdata.txt to determine how the superseded data were derived.
 JU1383
 JU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ506971(NAD 83)
 JU1383_MARKER: DB = BENCH MARK DISK
 JU1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1383_SP_SET: BRIDGE ABUTMENT
 JU1383_STAMPING: M 22 1959
 JU1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0112 ***********************************************************************
 HU0112  DESIGNATION -  M 27
 HU0112  PID         -  HU0112
 HU0112  STATE/COUNTY-  DE/SUSSEX
 HU0112  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0112
 HU0112                         *CURRENT SURVEY CONTROL
 HU0112  ___________________________________________________________________
 HU0112* NAD 83(1986)-  38 39 08.     (N)    075 04 10.     (W)     SCALED    
 HU0112* NAVD 88     -         0.728  (meters)       2.39   (feet)  ADJUSTED  
 HU0112  ___________________________________________________________________
 HU0112  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 HU0112  DYNAMIC HT  -           0.727 (meters)       2.39  (feet)  COMP
 HU0112  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 HU0112
 HU0112  VERT ORDER  -  SECOND    CLASS 0
 HU0112
 HU0112.The horizontal coordinates were scaled from a topographic map and have
 HU0112.an estimated accuracy of +/- 6 seconds.
 HU0112
 HU0112.The orthometric height was determined by differential leveling
 HU0112.and adjusted in June 1991.
 HU0112
 HU0112.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0112
 HU0112  NGVD 29 (??/??/??)    0.964  (m)            3.16   (f) ADJUSTED    2 0
 HU0112
 HU0112.Superseded values are not recommended for survey control.
 HU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0112.See file dsdata.txt to determine how the superseded data were derived.
 HU0112
 HU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH939781(NAD 83)
 HU0112_MARKER: DB = BENCH MARK DISK
 HU0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0112_STAMPING: M 27 1962
 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 = MARCH  2, 2009
 HU0113 ***********************************************************************
 HU0113  DESIGNATION -  M 27 RESET 1968 DEDHT
 HU0113  PID         -  HU0113
 HU0113  STATE/COUNTY-  DE/SUSSEX
 HU0113  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0113
 HU0113                         *CURRENT SURVEY CONTROL
 HU0113  ___________________________________________________________________
 HU0113* NAD 83(1986)-  38 39 08.     (N)    075 04 10.     (W)     SCALED    
 HU0113* NAVD 88     -         0.72   (meters)       2.4    (feet)  RESET     
 HU0113  ___________________________________________________________________
 HU0113  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 HU0113  VERT ORDER  -  THIRD
 HU0113
 HU0113.The horizontal coordinates were scaled from a topographic map and have
 HU0113.an estimated accuracy of +/- 6 seconds.
 HU0113
 HU0113.The orthometric height was computed from unverified reset data.
 HU0113.No vertical observational check was made to the station.
 HU0113
 HU0113.The geoid height was determined by GEOID03.
 HU0113
 HU0113;                    North         East    Units  Estimated Accuracy
 HU0113;SPC DE       -    72,460.      230,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0113.See file dsdata.txt to determine how the superseded data were derived.
 HU0113
 HU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH939781(NAD 83)
 HU0113_MARKER: DB = BENCH MARK DISK
 HU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0113_STAMPING: M 27 1968
 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 = MARCH  2, 2009
 HU0262 ***********************************************************************
 HU0262  DESIGNATION -  M 28
 HU0262  PID         -  HU0262
 HU0262  STATE/COUNTY-  DE/SUSSEX
 HU0262  USGS QUAD   -  SELBYVILLE (1992)
 HU0262
 HU0262                         *CURRENT SURVEY CONTROL
 HU0262  ___________________________________________________________________
 HU0262* NAD 83(1986)-  38 29 35.     (N)    075 13 53.     (W)     SCALED    
 HU0262* NAVD 88     -        11.829  (meters)      38.81   (feet)  ADJUSTED  
 HU0262  ___________________________________________________________________
 HU0262  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 HU0262  DYNAMIC HT  -          11.822 (meters)      38.79  (feet)  COMP
 HU0262  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 HU0262
 HU0262  VERT ORDER  -  SECOND    CLASS 0
 HU0262
 HU0262.The horizontal coordinates were scaled from a topographic map and have
 HU0262.an estimated accuracy of +/- 6 seconds.
 HU0262
 HU0262.The orthometric height was determined by differential leveling
 HU0262.and adjusted in June 1991.
 HU0262
 HU0262.The geoid height was determined by GEOID03.
 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       -    54,750.      216,160.      MT  (+/- 180 meters Scaled)
 HU0262
 HU0262                          SUPERSEDED SURVEY CONTROL
 HU0262
 HU0262  NGVD 29 (??/??/??)   12.069  (m)           39.60   (f) ADJUSTED    2 0
 HU0262
 HU0262.Superseded values are not recommended for survey control.
 HU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0262.See file dsdata.txt to determine how the superseded data were derived.
 HU0262
 HU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH798605(NAD 83)
 HU0262_MARKER: DB = BENCH MARK DISK
 HU0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0262_SP_SET: BUILDING
 HU0262_STAMPING: M 28 1962
 HU0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0262
 HU0262  HISTORY     - Date     Condition        Report By
 HU0262  HISTORY     - 1962     MONUMENTED       CGS
 HU0262  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0072 ***********************************************************************
 HU0072  DESIGNATION -  M 29
 HU0072  PID         -  HU0072
 HU0072  STATE/COUNTY-  DE/SUSSEX
 HU0072  USGS QUAD   -  LEWES (1991)
 HU0072
 HU0072                         *CURRENT SURVEY CONTROL
 HU0072  ___________________________________________________________________
 HU0072* NAD 83(1986)-  38 45 23.     (N)    075 14 45.     (W)     SCALED    
 HU0072* NAVD 88     -         7.176  (meters)      23.54   (feet)  ADJUSTED  
 HU0072  ___________________________________________________________________
 HU0072  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0072  DYNAMIC HT  -           7.172 (meters)      23.53  (feet)  COMP
 HU0072  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 HU0072
 HU0072  VERT ORDER  -  FIRST     CLASS II
 HU0072
 HU0072.The horizontal coordinates were scaled from a topographic map and have
 HU0072.an estimated accuracy of +/- 6 seconds.
 HU0072
 HU0072.The orthometric height was determined by differential leveling
 HU0072.and adjusted in June 1991.
 HU0072
 HU0072.The geoid height was determined by GEOID03.
 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       -    83,980.      214,850.      MT  (+/- 180 meters Scaled)
 HU0072
 HU0072                          SUPERSEDED SURVEY CONTROL
 HU0072
 HU0072  NGVD 29 (??/??/??)    7.414  (m)           24.32   (f) ADJUSTED    1 2
 HU0072
 HU0072.Superseded values are not recommended for survey control.
 HU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0072.See file dsdata.txt to determine how the superseded data were derived.
 HU0072
 HU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH786897(NAD 83)
 HU0072_MARKER: DB = BENCH MARK DISK
 HU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0072_STAMPING: M 29 1962
 HU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0072+STABILITY: SURFACE MOTION
 HU0072
 HU0072  HISTORY     - Date     Condition        Report By
 HU0072  HISTORY     - 1962     MONUMENTED       CGS
 HU0072  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1373 ***********************************************************************
 JU1373  DESIGNATION -  M 3
 JU1373  PID         -  JU1373
 JU1373  STATE/COUNTY-  DE/NEW CASTLE
 JU1373  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1373
 JU1373                         *CURRENT SURVEY CONTROL
 JU1373  ___________________________________________________________________
 JU1373* NAD 83(1986)-  39 44 13.     (N)    075 33 03.     (W)     SCALED    
 JU1373* NAVD 88     -         9.401  (meters)      30.84   (feet)  ADJUSTED  
 JU1373  ___________________________________________________________________
 JU1373  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1373  DYNAMIC HT  -           9.397 (meters)      30.83  (feet)  COMP
 JU1373  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU1373
 JU1373  VERT ORDER  -  FIRST     CLASS II
 JU1373
 JU1373.The horizontal coordinates were scaled from a topographic map and have
 JU1373.an estimated accuracy of +/- 6 seconds.
 JU1373
 JU1373.The orthometric height was determined by differential leveling
 JU1373.and adjusted in June 1991.
 JU1373.WARNING-Repeat measurements at this control monument indicate possible
 JU1373.vertical movement.
 JU1373
 JU1373.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1373
 JU1373  NGVD 29 (01/10/92)    9.662  (m)           31.70   (f) ADJUSTED    1 2
 JU1373
 JU1373.Superseded values are not recommended for survey control.
 JU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1373.See file dsdata.txt to determine how the superseded data were derived.
 JU1373
 JU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ528987(NAD 83)
 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_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 = MARCH  2, 2009
 HU0180 ***********************************************************************
 HU0180  DESIGNATION -  M 30
 HU0180  PID         -  HU0180
 HU0180  STATE/COUNTY-  DE/SUSSEX
 HU0180  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0180
 HU0180                         *CURRENT SURVEY CONTROL
 HU0180  ___________________________________________________________________
 HU0180* NAD 83(1986)-  38 53 29.     (N)    075 19 19.     (W)     SCALED    
 HU0180* NAVD 88     -         3.598  (meters)      11.80   (feet)  ADJUSTED  
 HU0180  ___________________________________________________________________
 HU0180  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU0180  DYNAMIC HT  -           3.596 (meters)      11.80  (feet)  COMP
 HU0180  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 HU0180
 HU0180  VERT ORDER  -  SECOND    CLASS 0
 HU0180
 HU0180.The horizontal coordinates were scaled from a topographic map and have
 HU0180.an estimated accuracy of +/- 6 seconds.
 HU0180
 HU0180.The orthometric height was determined by differential leveling
 HU0180.and adjusted in June 1991.
 HU0180
 HU0180.The geoid height was determined by GEOID03.
 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       -    98,950.      208,220.      MT  (+/- 180 meters Scaled)
 HU0180
 HU0180                          SUPERSEDED SURVEY CONTROL
 HU0180
 HU0180  NGVD 29 (??/??/??)    3.838  (m)           12.59   (f) ADJUSTED    2 0
 HU0180
 HU0180.Superseded values are not recommended for survey control.
 HU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0180.See file dsdata.txt to determine how the superseded data were derived.
 HU0180
 HU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ720047(NAD 83)
 HU0180_MARKER: DB = BENCH MARK DISK
 HU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0180_STAMPING: M 30 1962
 HU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0180+STABILITY: SURFACE MOTION
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0779 ***********************************************************************
 HU0779  DESIGNATION -  M 33
 HU0779  PID         -  HU0779
 HU0779  STATE/COUNTY-  DE/SUSSEX
 HU0779  USGS QUAD   -  LAUREL (1992)
 HU0779
 HU0779                         *CURRENT SURVEY CONTROL
 HU0779  ___________________________________________________________________
 HU0779* NAD 83(1986)-  38 35 08.     (N)    075 35 10.     (W)     SCALED    
 HU0779* NAVD 88     -        11.519  (meters)      37.79   (feet)  ADJUSTED  
 HU0779  ___________________________________________________________________
 HU0779  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0779  DYNAMIC HT  -          11.512 (meters)      37.77  (feet)  COMP
 HU0779  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0779
 HU0779  VERT ORDER  -  FIRST     CLASS I
 HU0779
 HU0779.The horizontal coordinates were scaled from a topographic map and have
 HU0779.an estimated accuracy of +/- 6 seconds.
 HU0779
 HU0779.The orthometric height was determined by differential leveling
 HU0779.and adjusted in June 1991.
 HU0779
 HU0779.The geoid height was determined by GEOID03.
 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       -    65,010.      185,240.      MT  (+/- 180 meters Scaled)
 HU0779
 HU0779                          SUPERSEDED SURVEY CONTROL
 HU0779
 HU0779  NGVD 29 (??/??/??)   11.768  (m)           38.61   (f) ADJUSTED    1 1
 HU0779
 HU0779.Superseded values are not recommended for survey control.
 HU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0779.See file dsdata.txt to determine how the superseded data were derived.
 HU0779
 HU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH489709(NAD 83)
 HU0779_MARKER: DB = BENCH MARK DISK
 HU0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0779_STAMPING: M 33 1963
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1109 ***********************************************************************
 JU1109  DESIGNATION -  M 34
 JU1109  PID         -  JU1109
 JU1109  STATE/COUNTY-  DE/KENT
 JU1109  USGS QUAD   -  DOVER (1993)
 JU1109
 JU1109                         *CURRENT SURVEY CONTROL
 JU1109  ___________________________________________________________________
 JU1109* NAD 83(1986)-  39 09 24.     (N)    075 31 55.     (W)     SCALED    
 JU1109* NAVD 88     -         9.988  (meters)      32.77   (feet)  ADJUSTED  
 JU1109  ___________________________________________________________________
 JU1109  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU1109  DYNAMIC HT  -           9.983 (meters)      32.75  (feet)  COMP
 JU1109  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 JU1109
 JU1109  VERT ORDER  -  FIRST     CLASS I
 JU1109
 JU1109.The horizontal coordinates were scaled from a topographic map and have
 JU1109.an estimated accuracy of +/- 6 seconds.
 JU1109
 JU1109.The orthometric height was determined by differential leveling
 JU1109.and adjusted in June 1991.
 JU1109
 JU1109.The geoid height was determined by GEOID03.
 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       -   128,400.      190,040.      MT  (+/- 180 meters Scaled)
 JU1109
 JU1109                          SUPERSEDED SURVEY CONTROL
 JU1109
 JU1109  NGVD 29 (??/??/??)   10.226  (m)           33.55   (f) ADJUSTED    1 1
 JU1109
 JU1109.Superseded values are not recommended for survey control.
 JU1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1109.See file dsdata.txt to determine how the superseded data were derived.
 JU1109
 JU1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ540342(NAD 83)
 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_PROJECTION: FLUSH
 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 29, 2007
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0863 ***********************************************************************
 HU0863  DESIGNATION -  M 35
 HU0863  PID         -  HU0863
 HU0863  STATE/COUNTY-  DE/KENT
 HU0863  USGS QUAD   -  HARRINGTON (1993)
 HU0863
 HU0863                         *CURRENT SURVEY CONTROL
 HU0863  ___________________________________________________________________
 HU0863* NAD 83(1986)-  38 56 32.     (N)    075 34 41.     (W)     SCALED    
 HU0863* NAVD 88     -        17.349  (meters)      56.92   (feet)  ADJUSTED  
 HU0863  ___________________________________________________________________
 HU0863  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 HU0863  DYNAMIC HT  -          17.339 (meters)      56.89  (feet)  COMP
 HU0863  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 HU0863
 HU0863  VERT ORDER  -  FIRST     CLASS I
 HU0863
 HU0863.The horizontal coordinates were scaled from a topographic map and have
 HU0863.an estimated accuracy of +/- 6 seconds.
 HU0863
 HU0863.The orthometric height was determined by differential leveling
 HU0863.and adjusted in June 1991.
 HU0863
 HU0863.The geoid height was determined by GEOID03.
 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       -   104,600.      186,010.      MT  (+/- 180 meters Scaled)
 HU0863
 HU0863                          SUPERSEDED SURVEY CONTROL
 HU0863
 HU0863  NGVD 29 (??/??/??)   17.591  (m)           57.71   (f) ADJUSTED    1 1
 HU0863
 HU0863.Superseded values are not recommended for survey control.
 HU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0863.See file dsdata.txt to determine how the superseded data were derived.
 HU0863
 HU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499105(NAD 83)
 HU0863_MARKER: DB = BENCH MARK DISK
 HU0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0863_STAMPING: M 35 1963
 HU0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0863+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1045 ***********************************************************************
 JU1045  DESIGNATION -  M 36 RESET
 JU1045  PID         -  JU1045
 JU1045  STATE/COUNTY-  DE/KENT
 JU1045  USGS QUAD   -  FREDERICA (1993)
 JU1045
 JU1045                         *CURRENT SURVEY CONTROL
 JU1045  ___________________________________________________________________
 JU1045* NAD 83(1986)-  39 02 52.     (N)    075 26 38.     (W)     SCALED    
 JU1045* NAVD 88     -         5.87   (meters)      19.3    (feet)  RESET     
 JU1045  ___________________________________________________________________
 JU1045  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU1045  VERT ORDER  -  THIRD
 JU1045
 JU1045.The horizontal coordinates were scaled from a topographic map and have
 JU1045.an estimated accuracy of +/- 6 seconds.
 JU1045
 JU1045.The orthometric height was computed from unverified reset data.
 JU1045.No vertical observational check was made to the station.
 JU1045
 JU1045.The geoid height was determined by GEOID03.
 JU1045
 JU1045;                    North         East    Units  Estimated Accuracy
 JU1045;SPC DE       -   116,310.      197,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1045.See file dsdata.txt to determine how the superseded data were derived.
 JU1045
 JU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ615221(NAD 83)
 JU1045_MARKER: DB = BENCH MARK DISK
 JU1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1045_STAMPING: M 36 RESET 1965
 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 = MARCH  2, 2009
 JU1824 ***********************************************************************
 JU1824  DESIGNATION -  M 38
 JU1824  PID         -  JU1824
 JU1824  STATE/COUNTY-  DE/NEW CASTLE
 JU1824  USGS QUAD   -  SAINT GEORGES (1993)
 JU1824
 JU1824                         *CURRENT SURVEY CONTROL
 JU1824  ___________________________________________________________________
 JU1824* NAD 83(1986)-  39 32 20.     (N)    075 44 17.     (W)     SCALED    
 JU1824* NAVD 88     -        39.864  (meters)     130.79   (feet)  ADJUSTED  
 JU1824  ___________________________________________________________________
 JU1824  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1824  DYNAMIC HT  -          39.845 (meters)     130.72  (feet)  COMP
 JU1824  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 JU1824
 JU1824  VERT ORDER  -  FIRST     CLASS I
 JU1824
 JU1824.The horizontal coordinates were scaled from a topographic map and have
 JU1824.an estimated accuracy of +/- 6 seconds.
 JU1824
 JU1824.The orthometric height was determined by differential leveling
 JU1824.and adjusted in June 1991.
 JU1824
 JU1824.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1824
 JU1824  NGVD 29 (??/??/??)   40.104  (m)          131.57   (f) ADJUSTED    1 1
 JU1824
 JU1824.Superseded values are not recommended for survey control.
 JU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1824.See file dsdata.txt to determine how the superseded data were derived.
 JU1824
 JU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365768(NAD 83)
 JU1824_MARKER: DB = BENCH MARK DISK
 JU1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1824_SP_SET: BRIDGE
 JU1824_STAMPING: M 38 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1784 ***********************************************************************
 JU1784  DESIGNATION -  M 39
 JU1784  PID         -  JU1784
 JU1784  STATE/COUNTY-  DE/NEW CASTLE
 JU1784  USGS QUAD   -  SAINT GEORGES (1993)
 JU1784
 JU1784                         *CURRENT SURVEY CONTROL
 JU1784  ___________________________________________________________________
 JU1784* NAD 83(1986)-  39 35 22.     (N)    075 39 38.     (W)     SCALED    
 JU1784* NAVD 88     -        18.262  (meters)      59.91   (feet)  ADJUSTED  
 JU1784  ___________________________________________________________________
 JU1784  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU1784  DYNAMIC HT  -          18.253 (meters)      59.89  (feet)  COMP
 JU1784  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 JU1784
 JU1784  VERT ORDER  -  FIRST     CLASS I
 JU1784
 JU1784.The horizontal coordinates were scaled from a topographic map and have
 JU1784.an estimated accuracy of +/- 6 seconds.
 JU1784
 JU1784.The orthometric height was determined by differential leveling
 JU1784.and adjusted in June 1991.
 JU1784
 JU1784.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1784
 JU1784  NGVD 29 (01/10/92)   18.503  (m)           60.71   (f) ADJUSTED    1 1
 JU1784
 JU1784.Superseded values are not recommended for survey control.
 JU1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1784.See file dsdata.txt to determine how the superseded data were derived.
 JU1784
 JU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432824(NAD 83)
 JU1784_MARKER: DB = BENCH MARK DISK
 JU1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1784_STAMPING: M 39 1963
 JU1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1784+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2212 ***********************************************************************
 JU2212  DESIGNATION -  M 41
 JU2212  PID         -  JU2212
 JU2212  STATE/COUNTY-  DE/NEW CASTLE
 JU2212  USGS QUAD   -  MARCUS HOOK (1993)
 JU2212
 JU2212                         *CURRENT SURVEY CONTROL
 JU2212  ___________________________________________________________________
 JU2212* NAD 83(1986)-  39 45 34.     (N)    075 29 35.     (W)     SCALED    
 JU2212* NAVD 88     -        12.356  (meters)      40.54   (feet)  ADJUSTED  
 JU2212  ___________________________________________________________________
 JU2212  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU2212  DYNAMIC HT  -          12.350 (meters)      40.52  (feet)  COMP
 JU2212  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU2212
 JU2212  VERT ORDER  -  FIRST     CLASS II
 JU2212
 JU2212.The horizontal coordinates were scaled from a topographic map and have
 JU2212.an estimated accuracy of +/- 6 seconds.
 JU2212
 JU2212.The orthometric height was determined by differential leveling
 JU2212.and adjusted in June 1991.
 JU2212
 JU2212.The geoid height was determined by GEOID03.
 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       -   195,320.      193,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2212.See file dsdata.txt to determine how the superseded data were derived.
 JU2212
 JU2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK577011(NAD 83)
 JU2212_MARKER: I = METAL ROD
 JU2212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2212_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2212_STAMPING: M 41 1979
 JU2212_PROJECTION: FLUSH
 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 - October 27, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0212 ***********************************************************************
 HU0212  DESIGNATION -  M 8
 HU0212  PID         -  HU0212
 HU0212  STATE/COUNTY-  DE/SUSSEX
 HU0212  USGS QUAD   -  MILLSBORO (1992)
 HU0212
 HU0212                         *CURRENT SURVEY CONTROL
 HU0212  ___________________________________________________________________
 HU0212* NAD 83(1986)-  38 32 11.     (N)    075 21 51.     (W)     SCALED    
 HU0212* NAVD 88     -        13.599  (meters)      44.62   (feet)  ADJUSTED  
 HU0212  ___________________________________________________________________
 HU0212  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0212  DYNAMIC HT  -          13.590 (meters)      44.59  (feet)  COMP
 HU0212  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 HU0212
 HU0212  VERT ORDER  -  SECOND    CLASS 0
 HU0212
 HU0212.The horizontal coordinates were scaled from a topographic map and have
 HU0212.an estimated accuracy of +/- 6 seconds.
 HU0212
 HU0212.The orthometric height was determined by differential leveling
 HU0212.and adjusted in June 1991.
 HU0212
 HU0212.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0212
 HU0212  NGVD 29 (??/??/??)   13.839  (m)           45.40   (f) ADJUSTED    2 0
 HU0212
 HU0212.Superseded values are not recommended for survey control.
 HU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0212.See file dsdata.txt to determine how the superseded data were derived.
 HU0212
 HU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH682653(NAD 83)
 HU0212_MARKER: DB = BENCH MARK DISK
 HU0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0212_SP_SET: CULVERT
 HU0212_STAMPING: M 8 1942
 HU0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3385 ***********************************************************************
 JU3385  DESIGNATION -  MAHON 1896
 JU3385  PID         -  JU3385
 JU3385  STATE/COUNTY-  DE/KENT
 JU3385  USGS QUAD   -  LITTLE CREEK (1993)
 JU3385
 JU3385                         *CURRENT SURVEY CONTROL
 JU3385  ___________________________________________________________________
 JU3385* NAD 83(1991)-  39 10 47.59036(N)    075 24 01.53446(W)     ADJUSTED  
 JU3385* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3385  ___________________________________________________________________
 JU3385  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU3385  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3385
 JU3385.The geoid height was determined by GEOID03.
 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       -   1.00000544  x   0.99999502  =   1.00000046
 JU3385!SPC NJ       -   1.00000544  x   0.99997450  =   0.99997994
 JU3385!UTM  18      -   1.00000544  x   0.99961473  =   0.99962017
 JU3385
 JU3385:                Primary Azimuth Mark                     Grid Az
 JU3385:SPC DE       -  STONE 1896                               162 23 13.2
 JU3385:SPC NJ       -  STONE 1896                               162 57 58.1
 JU3385:UTM  18      -  STONE 1896                               162 39 00.8
 JU3385
 JU3385|---------------------------------------------------------------------|
 JU3385| PID    Reference Object                     Distance      Geod. Az  |
 JU3385|                                                           dddmmss.s |
 JU3385| JU3377 STONE 1896                          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
 JU3385.Superseded values are not recommended for survey control.
 JU3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3385.See file dsdata.txt to determine how the superseded data were derived.
 JU3385
 JU3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6541436815(NAD 83)
 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 = MARCH  2, 2009
 JU3383 ***********************************************************************
 JU3383  DESIGNATION -  MAHON 2
 JU3383  PID         -  JU3383
 JU3383  STATE/COUNTY-  DE/KENT
 JU3383  USGS QUAD   -  LITTLE CREEK (1993)
 JU3383
 JU3383                         *CURRENT SURVEY CONTROL
 JU3383  ___________________________________________________________________
 JU3383* NAD 83(1991)-  39 11 06.71167(N)    075 24 01.84449(W)     ADJUSTED  
 JU3383* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3383  ___________________________________________________________________
 JU3383  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JU3383  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3383
 JU3383.The geoid height was determined by GEOID03.
 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       -   1.00000512  x   0.99999502  =   1.00000014
 JU3383!SPC NJ       -   1.00000512  x   0.99997450  =   0.99997962
 JU3383!UTM  18      -   1.00000512  x   0.99961473  =   0.99961985
 JU3383
 JU3383:                Primary Azimuth Mark                     Grid Az
 JU3383:SPC DE       -  SHIP JOHN SHOAL LIGHT                    008 45 47.8
 JU3383:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    009 20 32.9
 JU3383:UTM  18      -  SHIP JOHN SHOAL LIGHT                    009 01 35.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3383.See file dsdata.txt to determine how the superseded data were derived.
 JU3383
 JU3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6540937405(NAD 83)
 JU3383_MARKER: DS = TRIANGULATION STATION DISK
 JU3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  RBNF
 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 RESEARCHED BUT NOT FOUND 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 = MARCH  2, 2009
 HU2803 ***********************************************************************
 HU2803  DESIGNATION -  MAIN CHANNEL LIGHT 9
 HU2803  PID         -  HU2803
 HU2803  STATE/COUNTY-  DE/SUSSEX
 HU2803  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU2803
 HU2803                         *CURRENT SURVEY CONTROL
 HU2803  ___________________________________________________________________
 HU2803* NAD 83(1991)-  38 55 20.86747(N)    075 06 00.62656(W)     ADJUSTED  
 HU2803* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HU2803  ___________________________________________________________________
 HU2803  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HU2803  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU2803  HORZ ORDER  -  THIRD
 HU2803
 HU2803.The horizontal coordinates were established by classical geodetic methods
 HU2803.and adjusted by the National Geodetic Survey in June 1992.
 HU2803
 HU2803.The orthometric height was scaled from a topographic map.
 HU2803
 HU2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2803
 HU2803.The geoid height was determined by GEOID03.
 HU2803
 HU2803;                    North         East     Units Scale Factor Converg.
 HU2803;SPC DE       -   102,445.350   227,446.408   MT  1.00000427   +0 11 55.8
 HU2803;SPC DE       -   336,106.12    746,213.76   sFT  1.00000427   +0 11 55.8
 HU2803;SPC NJ       -    10,064.849    97,957.387   MT  0.99993334   -0 22 37.5
 HU2803;SPC NJ       -    33,021.09    321,381.86   sFT  0.99993334   -0 22 37.5
 HU2803;UTM  18      - 4,308,177.066   491,316.294   MT  0.99960093   -0 03 46.6
 HU2803
 HU2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2803!SPC DE       -   1.00000437  x   1.00000427  =   1.00000864
 HU2803!SPC NJ       -   1.00000437  x   0.99993334  =   0.99993771
 HU2803!UTM  18      -   1.00000437  x   0.99960093  =   0.99960530
 HU2803
 HU2803                          SUPERSEDED SURVEY CONTROL
 HU2803
 HU2803.No superseded survey control is available for this station.
 HU2803
 HU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9131608177(NAD 83)
 HU2803_MARKER: 13 = LIGHTHOUSE
 HU2803_MARK LOGO: USCG  
 HU2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2803+SATELLITE: SATELLITE OBSERVATIONS - 1982
 HU2803
 HU2803  HISTORY     - Date     Condition        Report By
 HU2803  HISTORY     - 1982     FIRST OBSERVED   USCG
 HU2803
 HU2803                          STATION DESCRIPTION
 HU2803
 HU2803'DESCRIBED BY US COAST GUARD 1982
 HU2803'THE STATION IS A NAVIGATION LIGHT LOCATED ON THE W SIDE OF THE MAIN
 HU2803'CHANNEL IN THE DELAWARE BAY, ABOUT 13 KM (8.10 MI) N OF CAPE HENLOPEN,
 HU2803'DELAWARE.
 HU2803'TO REACH STATION PROCEED BY BOAT ONLY.
 HU2803'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---FL W---
 HU2803'2.5 SEC LIGHT ATOP THE SE CORNER OF A FOUR-LEGGED STEEL SKELETON
 HU2803'TOWER.  THE TOWER HAS GREEN DAY SHAPES ATTACHED TO ITS SIDES AND RESTS
 HU2803'ON A PLATFORM SUPPORTED BY THREE STEEL PILES.  REFER TO 1982 LIGHT
 HU2803'LIST NO. 2099.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3669 ***********************************************************************
 JU3669  DESIGNATION -  MAPLE 1959
 JU3669  PID         -  JU3669
 JU3669  STATE/COUNTY-  DE/NEW CASTLE
 JU3669  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3669
 JU3669                         *CURRENT SURVEY CONTROL
 JU3669  ___________________________________________________________________
 JU3669* NAD 83(1991)-  39 44 20.44448(N)    075 33 52.02662(W)     ADJUSTED  
 JU3669* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU3669  ___________________________________________________________________
 JU3669  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU3669  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3669
 JU3669.The geoid height was determined by GEOID03.
 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       -   1.00000380  x   0.99999697  =   1.00000077
 JU3669!UTM  18      -   1.00000380  x   0.99962880  =   0.99963260
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3669.See file dsdata.txt to determine how the superseded data were derived.
 JU3669
 JU3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5163598943(NAD 83)
 JU3669_MARKER: DE = TRAVERSE STATION DISK
 JU3669_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3669+WITH SETTING: PAVEMENT
 JU3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3669+STABILITY: SURFACE MOTION
 JU3669
 JU3669  HISTORY     - Date     Condition        Report By
 JU3669  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3326 ***********************************************************************
 JU3326  DESIGNATION -  MARCUS
 JU3326  PID         -  JU3326
 JU3326  STATE/COUNTY-  DE/NEW CASTLE
 JU3326  USGS QUAD   -  MARCUS HOOK (1993)
 JU3326
 JU3326                         *CURRENT SURVEY CONTROL
 JU3326  ___________________________________________________________________
 JU3326* NAD 83(1991)-  39 48 27.96141(N)    075 25 30.38854(W)     ADJUSTED  
 JU3326* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3326  ___________________________________________________________________
 JU3326  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3326  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3326
 JU3326.The geoid height was determined by GEOID03.
 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  =   0.99962104
 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
 JU3326.Superseded values are not recommended for survey control.
 JU3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3326.See file dsdata.txt to determine how the superseded data were derived.
 JU3326
 JU3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6361106508(NAD 83)
 JU3326_MARKER: DS = TRIANGULATION STATION DISK
 JU3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3616 ***********************************************************************
 JU3616  DESIGNATION -  MARCUS HOOK REAR RANGE LIGHT
 JU3616  PID         -  JU3616
 JU3616  STATE/COUNTY-  DE/NEW CASTLE
 JU3616  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3616
 JU3616                         *CURRENT SURVEY CONTROL
 JU3616  ___________________________________________________________________
 JU3616* NAD 83(1991)-  39 45 44.04271(N)    075 30 11.42347(W)     ADJUSTED  
 JU3616* NAVD 88     -              **(meters)            **(feet)            
 JU3616  ___________________________________________________________________
 JU3616  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JU3616  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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
 JU3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3616
 JU3616.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3616
 JU3616  NAD 83(1986)-  39 45 44.03864(N)    075 30 11.42798(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3616.See file dsdata.txt to determine how the superseded data were derived.
 JU3616
 JU3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5690101489(NAD 83)
 JU3616_MARKER: 14 = NAVIGATION LIGHT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1437 ***********************************************************************
 HU1437  DESIGNATION -  MARVEL
 HU1437  PID         -  HU1437
 HU1437  STATE/COUNTY-  DE/SUSSEX
 HU1437  USGS QUAD   -  MILTON (1992)
 HU1437
 HU1437                         *CURRENT SURVEY CONTROL
 HU1437  ___________________________________________________________________
 HU1437* NAD 83(1991)-  38 50 16.06123(N)    075 19 03.33749(W)     ADJUSTED  
 HU1437* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HU1437  ___________________________________________________________________
 HU1437  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HU1437  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1437
 HU1437.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1437.See file dsdata.txt to determine how the superseded data were derived.
 HU1437
 HU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7243698825(NAD 83)
 HU1437_MARKER: DS = TRIANGULATION STATION DISK
 HU1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0191 ***********************************************************************
 HU0191  DESIGNATION -  MARVEL RM 3
 HU0191  PID         -  HU0191
 HU0191  STATE/COUNTY-  DE/SUSSEX
 HU0191  USGS QUAD   -  MILTON (1992)
 HU0191
 HU0191                         *CURRENT SURVEY CONTROL
 HU0191  ___________________________________________________________________
 HU0191* NAD 83(1986)-  38 50 45.     (N)    075 19 20.     (W)     SCALED    
 HU0191* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 HU0191  ___________________________________________________________________
 HU0191  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU0191  DYNAMIC HT  -           5.579 (meters)      18.30  (feet)  COMP
 HU0191  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 HU0191
 HU0191  VERT ORDER  -  SECOND    CLASS 0
 HU0191
 HU0191.The horizontal coordinates were scaled from a topographic map and have
 HU0191.an estimated accuracy of +/- 6 seconds.
 HU0191
 HU0191.The orthometric height was determined by differential leveling
 HU0191.and adjusted in June 1991.
 HU0191
 HU0191.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0191
 HU0191  NGVD 29 (??/??/??)    5.821  (m)           19.10   (f) ADJUSTED    2 0
 HU0191
 HU0191.Superseded values are not recommended for survey control.
 HU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0191.See file dsdata.txt to determine how the superseded data were derived.
 HU0191
 HU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH720997(NAD 83)
 HU0191_MARKER: DR = REFERENCE MARK DISK
 HU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0191_STAMPING: MARVEL NO 3 1932
 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 = MARCH  2, 2009
 JU1273 ***********************************************************************
 JU1273  DESIGNATION -  MARYDEL RM 1
 JU1273  PID         -  JU1273
 JU1273  STATE/COUNTY-  DE/KENT
 JU1273  USGS QUAD   -  KENTON (1993)
 JU1273
 JU1273                         *CURRENT SURVEY CONTROL
 JU1273  ___________________________________________________________________
 JU1273* NAD 83(1986)-  39 08 30.     (N)    075 44 51.     (W)     SCALED    
 JU1273* NAVD 88     -        19.749  (meters)      64.79   (feet)  ADJUSTED  
 JU1273  ___________________________________________________________________
 JU1273  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU1273  DYNAMIC HT  -          19.738 (meters)      64.76  (feet)  COMP
 JU1273  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 JU1273
 JU1273  VERT ORDER  -  SECOND    CLASS 0
 JU1273
 JU1273.The horizontal coordinates were scaled from a topographic map and have
 JU1273.an estimated accuracy of +/- 6 seconds.
 JU1273
 JU1273.The orthometric height was determined by differential leveling
 JU1273.and adjusted in June 1991.
 JU1273
 JU1273.The geoid height was determined by GEOID03.
 JU1273
 JU1273.The dynamic height is computed by dividing the NAVD 88
 JU1273.geopotential number by the normal gravity value computed on the
 JU1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1273.degrees latitude (g = 980.6199 gals.).
 JU1273
 JU1273.The modeled gravity was interpolated from observed gravity values.
 JU1273
 JU1273;                    North         East    Units  Estimated Accuracy
 JU1273;SPC DE       -   126,790.      171,400.      MT  (+/- 180 meters Scaled)
 JU1273
 JU1273                          SUPERSEDED SURVEY CONTROL
 JU1273
 JU1273  NGVD 29 (??/??/??)   19.986  (m)           65.57   (f) ADJUSTED    2 0
 JU1273
 JU1273.Superseded values are not recommended for survey control.
 JU1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1273.See file dsdata.txt to determine how the superseded data were derived.
 JU1273
 JU1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ354327(NAD 83)
 JU1273_MARKER: DR = REFERENCE MARK DISK
 JU1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1273_STAMPING: RM 1 MARYDEL 1932
 JU1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1273+STABILITY: SURFACE MOTION
 JU1273
 JU1273  HISTORY     - Date     Condition        Report By
 JU1273  HISTORY     - 1932     MONUMENTED       CGS
 JU1273  HISTORY     - 1942     GOOD             CGS
 JU1273  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1273  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU1273
 JU1273                          STATION DESCRIPTION
 JU1273
 JU1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1273'1.2 MI SW FROM WRIGHTS CROSSROADS.
 JU1273'132.2 FEET SOUTHEAST OF TRIANGULATION STATION MARYDEL DESCRIBED
 JU1273'ABOVE, 13.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A GREENERY,
 JU1273'12.9 FEET SOUTHWEST OF THE NORTHWEST CORNER, AND 3 INCHES ABOVE
 JU1273'THE LEVEL OF THE GROUND.  A STANDARD REFERENCE MARK DISK, STAMPED
 JU1273'MARYDEL NO 1 1932 AND SET IN THE TOP OF A CONCRETE POST.
 JU1273
 JU1273                          STATION RECOVERY (1981)
 JU1273
 JU1273'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1273'MARK NOT FOUND.
 JU1273
 JU1273                          STATION RECOVERY (2001)
 JU1273
 JU1273'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 CB2247 ***********************************************************************
 CB2247  DESIGNATION -  MARYDEL RM 6
 CB2247  PID         -  CB2247
 CB2247  STATE/COUNTY-  DE/KENT
 CB2247  USGS QUAD   -  KENTON (1993)
 CB2247
 CB2247                         *CURRENT SURVEY CONTROL
 CB2247  ___________________________________________________________________
 CB2247* NAD 83(1986)-  39 08 31.3    (N)    075 44 50.9    (W)     HD_HELD2  
 CB2247* NAVD 88     -        19.973  (meters)      65.53   (feet)  ADJUSTED  
 CB2247  ___________________________________________________________________
 CB2247  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 CB2247  DYNAMIC HT  -          19.962 (meters)      65.49  (feet)  COMP
 CB2247  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 CB2247
 CB2247  VERT ORDER  -  SECOND    CLASS I
 CB2247
 CB2247.The horizontal coordinates were established by autonomous hand held GPS
 CB2247.observations and have an estimated accuracy of +/- 10 meters.
 CB2247
 CB2247.The orthometric height was determined by differential leveling
 CB2247.and adjusted in December 2004.
 CB2247
 CB2247.The geoid height was determined by GEOID03.
 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       -   126,825.      171,401.      MT  (+/- 10 meters HH2 GPS)
 CB2247
 CB2247                          SUPERSEDED SURVEY CONTROL
 CB2247
 CB2247.No superseded survey control is available for this station.
 CB2247
 CB2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3540432804(NAD 83)
 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: CGS   
 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'HANDHELD COORDINATES ARE N39-08-31.3 W075-44-50.9.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1382 ***********************************************************************
 HU1382  DESIGNATION -  MASSEY
 HU1382  PID         -  HU1382
 HU1382  STATE/COUNTY-  DE/SUSSEX
 HU1382  USGS QUAD   -  BETHANY BEACH (1991)
 HU1382
 HU1382                         *CURRENT SURVEY CONTROL
 HU1382  ___________________________________________________________________
 HU1382* NAD 83(1991)-  38 37 30.35553(N)    075 06 11.60376(W)     ADJUSTED  
 HU1382* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 HU1382  ___________________________________________________________________
 HU1382  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 HU1382  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU1382  HORZ ORDER  -  FIRST
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 HU1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1382
 HU1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1382
 HU1382.The geoid height was determined by GEOID03.
 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       -   1.00000476  x   1.00000417  =   1.00000893
 HU1382!UTM  18      -   1.00000476  x   0.99960099  =   0.99960575
 HU1382
 HU1382:                Primary Azimuth Mark                     Grid Az
 HU1382:SPC DE       -  FORT MILES US NAVY WATER TANK            005 02 53.1
 HU1382:UTM  18      -  FORT MILES US NAVY WATER TANK            005 18 29.5
 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  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG    3  
 HU1382
 HU1382.Superseded values are not recommended for survey control.
 HU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1382.See file dsdata.txt to determine how the superseded data were derived.
 HU1382
 HU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9101575180(NAD 83)
 HU1382_MARKER: DS = TRIANGULATION STATION DISK
 HU1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2536 ***********************************************************************
 JU2536  DESIGNATION -  MAXEY
 JU2536  PID         -  JU2536
 JU2536  STATE/COUNTY-  DE/NEW CASTLE
 JU2536  USGS QUAD   -  DELAWARE CITY (1993)
 JU2536
 JU2536                         *CURRENT SURVEY CONTROL
 JU2536  ___________________________________________________________________
 JU2536* NAD 83(1991)-  39 34 44.53395(N)    075 35 12.22588(W)     ADJUSTED  
 JU2536* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 JU2536  ___________________________________________________________________
 JU2536  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JU2536  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2536
 JU2536.The geoid height was determined by GEOID03.
 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                          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    3  
 JU2536
 JU2536.Superseded values are not recommended for survey control.
 JU2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2536.See file dsdata.txt to determine how the superseded data were derived.
 JU2536
 JU2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4961181201(NAD 83)
 JU2536_MARKER: DD = SURVEY DISK
 JU2536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2536_SP_SET: METAL PIPE AND CONCRETE SURROUND
 JU2536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2536
 JU2536  HISTORY     - Date     Condition        Report By
 JU2536  HISTORY     - 1984     MONUMENTED       NOS
 JU2536  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU2536
 JU2536                          STATION DESCRIPTION
 JU2536
 JU2536'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1722 ***********************************************************************
 HU1722  DESIGNATION -  MAYER RM 3
 HU1722  PID         -  HU1722
 HU1722  STATE/COUNTY-  DE/SUSSEX
 HU1722  USGS QUAD   -  DELMAR (1992)
 HU1722
 HU1722                         *CURRENT SURVEY CONTROL
 HU1722  ___________________________________________________________________
 HU1722* NAD 83(1991)-  38 27 20.37921(N)    075 33 29.71873(W)     ADJUSTED  
 HU1722* NAVD 88     -        15.885  (meters)      52.12   (feet)  ADJUSTED  
 HU1722  ___________________________________________________________________
 HU1722  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HU1722  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 HU1722  DYNAMIC HT  -          15.875 (meters)      52.08  (feet)  COMP
 HU1722  MODELED GRAV-     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
 HU1722.and adjusted in June 1991.
 HU1722
 HU1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1722
 HU1722.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000311  x   0.99999688  =   0.99999999
 HU1722!SPC MD       -   1.00000311  x   0.99997657  =   0.99997968
 HU1722!UTM  18      -   1.00000311  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|---------------------------------------------------------------------|
 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
 HU1722.Superseded values are not recommended for survey control.
 HU1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1722.See file dsdata.txt to determine how the superseded data were derived.
 HU1722
 HU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5129156521(NAD 83)
 HU1722_MARKER: DR = REFERENCE MARK DISK
 HU1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1722_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2537 ***********************************************************************
 JU2537  DESIGNATION -  MCMANN
 JU2537  PID         -  JU2537
 JU2537  STATE/COUNTY-  DE/NEW CASTLE
 JU2537  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2537
 JU2537                         *CURRENT SURVEY CONTROL
 JU2537  ___________________________________________________________________
 JU2537* NAD 83(1991)-  39 40 45.79798(N)    075 31 02.15095(W)     ADJUSTED  
 JU2537* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 JU2537  ___________________________________________________________________
 JU2537  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU2537  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2537
 JU2537.The geoid height was determined by GEOID03.
 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                          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    3  
 JU2537
 JU2537.Superseded values are not recommended for survey control.
 JU2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2537.See file dsdata.txt to determine how the superseded data were derived.
 JU2537
 JU2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5564192301(NAD 83)
 JU2537_MARKER: DD = SURVEY DISK
 JU2537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2537+WITH SETTING: PAVEMENT
 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 = MARCH  2, 2009
 JU3810 ***********************************************************************
 JU3810  DESIGNATION -  MEETINGHOUSE HILL 2
 JU3810  PID         -  JU3810
 JU3810  STATE/COUNTY-  DE/NEW CASTLE
 JU3810  USGS QUAD   -  NEWARK EAST (1993)
 JU3810
 JU3810                         *CURRENT SURVEY CONTROL
 JU3810  ___________________________________________________________________
 JU3810* NAD 83(1991)-  39 42 46.15924(N)    075 42 38.55552(W)     ADJUSTED  
 JU3810* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 JU3810  ___________________________________________________________________
 JU3810  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 JU3810  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3810
 JU3810.The geoid height was determined by GEOID03.
 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       -   0.99999110  x   1.00000282  =   0.99999392
 JU3810!SPC MD       -   0.99999110  x   1.00005656  =   1.00004766
 JU3810!SPC PA S     -   0.99999110  x   1.00004180  =   1.00003290
 JU3810!UTM  18      -   0.99999110  x   0.99964569  =   0.99963679
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3810.See file dsdata.txt to determine how the superseded data were derived.
 JU3810
 JU3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3908096125(NAD 83)
 JU3810_MARKER: DS = TRIANGULATION STATION DISK
 JU3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3809 ***********************************************************************
 JU3809  DESIGNATION -  MEETINGHOUSE HILL RESET
 JU3809  PID         -  JU3809
 JU3809  STATE/COUNTY-  DE/NEW CASTLE
 JU3809  USGS QUAD   -  NEWARK EAST (1993)
 JU3809
 JU3809                         *CURRENT SURVEY CONTROL
 JU3809  ___________________________________________________________________
 JU3809* NAD 83(1991)-  39 42 46.29155(N)    075 42 39.01699(W)     ADJUSTED  
 JU3809* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 JU3809  ___________________________________________________________________
 JU3809  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 JU3809  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3809
 JU3809.The geoid height was determined by GEOID03.
 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       -   0.99999110  x   1.00000283  =   0.99999393
 JU3809!SPC MD       -   0.99999110  x   1.00005657  =   1.00004767
 JU3809!SPC PA S     -   0.99999110  x   1.00004179  =   1.00003289
 JU3809!UTM  18      -   0.99999110  x   0.99964571  =   0.99963681
 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
 JU3809.Superseded values are not recommended for survey control.
 JU3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3809.See file dsdata.txt to determine how the superseded data were derived.
 JU3809
 JU3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3906996130(NAD 83)
 JU3809
 JU3809  HISTORY     - Date     Condition        Report By
 JU3809  HISTORY     - 1958     MONUMENTED       CGS
 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.  STATION IS 73.2
 JU3809'FEET FROM LARGE OAK TREE ON OPPOSITE SIDE OF ROAD AND DIRECTLY
 JU3809'BEHIND HOUSE IN WESTERN CORNER OF CROSSROADS.  69.4 FEET FROM
 JU3809'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
 JU3809'WITH CONFLICTING AND QUESTIONABLE MEASUREMENTS.  THE STATION WAS
 JU3809'RECOVERED BY ESTABLISHING A NEW STATION AND COMPUTING
 JU3809'INVERSELY.  THE EARTHENWARE CONE, WITH A WAGON BOLT IN ITS
 JU3809'CENTER WAS RECOVERED 2-1/2 FEET BELOW THE SURFACE OF THE
 JU3809'GROUND.  THE NEW MEASUREMENTS ARE ALL MADE FROM THE CENTER OF
 JU3809'THE WAGON BOLT IN THE CONE.  A CONNECTION WAS MADE TO THE NEW
 JU3809'STATION.  THE CONE WAS BROKEN BY A CROWBAR WHILE DIGGING SO
 JU3809'THE STATION WAS RE-MARKED BY A STANDARD DISK SET IN CONCRETE,
 JU3809'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
 JU3809'IN THE CENTER OF THE CONE WERE MADE WHILE ITS ORIGINAL POSITION
 JU3809'WAS INTACT.  THE DISK WAS CAREFULLY CENTERED OVER THE OLD
 JU3809'STATION.
 JU3809'
 JU3809'STATION IS REACHED FROM INTERSECTION OF NORTH CHAPEL AND MAIN
 JU3809'STREETS IN NEWARK, DEL. BY GOING E ON MAIN STREET 0.3 MILE, THEN
 JU3809'BEAR LEFT ON U.S. HIGHWAY 2, GO 1.9 MILE TO CROSSROADS (CEMETERY
 JU3809'AND CHURCH IN NW CORNER).  TURN LEFT ON MACADAM ROAD (WHICH
 JU3809'CHANGES INTO A DIRT ROAD IN ABOUT 0.2 MILE) AND GO 1.0 MILE TO
 JU3809'TOP OF POLLY DRUMMOND HILL AND STATION.
 JU3809'
 JU3809'1935 MEASURMENTS.
 JU3809'
 JU3809'DISTANCE FROM STATION TO MEETING HOUSE HILL (2) 1935.  11.725
 JU3809'METERS (38.470 FEET).
 JU3809'
 JU3809'DISTANCE FROM STATION TO CENTER LINE OF N-S ROAD.  71.0 FEET.
 JU3809'
 JU3809'*DISTANCE FROM STATION TO EXTENSION OF W FENCE LINE ON N-S
 JU3809'ROAD.  50.5 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO NW CORNER OF BRICK CHIMNEY ON N SIDE
 JU3809'OF HOUSE.  62.0 FEET.
 JU3809'
 JU3809'*DISTANCE FROM STATION TO NE CORNER OF OLD BARN.  40.4 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO CENTER LINE 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 W OF
 JU3809'W SIDE OF BARN.  63.5 FEET.
 JU3809'
 JU3809'STATION IS NOW ON PROPERTY OWNED BY MR. L.B. WIGGINS.  THE
 JU3809'HOUSE NEAR THE STATION IS OWNED BY MR. RICHARD W. COOPER.  THE
 JU3809'STANDARD DISK, MARKING THE STATION, WAS STAMPED MHH
 JU3809'1841-1935.  MHH STANDS FOR MEETING HOUSE HILL AND THE DATE 1841
 JU3809'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
 JU3809'AZIMUTH MARK FOR MEETING HOUSE HILL 2 1935 IS VISIBLE FROM GROUND
 JU3809'AND WAS USED AS AZIMUTH MARK.
 JU3809'
 JU3809'DUE TO LOCATION OF STATION, A TOWER COULD NOT BE BUILT OVER THE
 JU3809'MARK.  THEREFORE AN ECCENTRIC POINT WAS OCCUPIED.
 JU3809'
 JU3809'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU3809'
 JU3809'STATION IS LOCATED IN A LAWN ON PROPERTY OF MR. E. SHAKESPEARE
 JU3809'ON THE SUMMIT OF POLLY DRUMMOND HILL ABOUT 2-3/4 MILES NORTHEAST
 JU3809'OF NEWARK AND ABOUT 8-1/2 MILES WEST-SOUTHWEST OF
 JU3809'WILMINGTON.  STATION IS 20 FEET NORTH-NORTHEAST OF APPROXIMATE
 JU3809'CENTERLINE OF DRIVEWAY, 55 FEET NORTH OF NORTHWEST CORNER OF
 JU3809'THE HOUSE, 32 FEET EAST-NORTHEAST OF UTILITY POLE, 14-1/2 FEET
 JU3809'EAST-NORTHEAST OF APPROXIMATE CENTERLINE OF DRIVEWAY AND 71
 JU3809'FEET WEST OF APPROXIMATE CENTERLINE OF ROAD.  THE MARK IS A
 JU3809'STANDARD STATION DISK SET IN A 12X12 INCH CONCRETE MONUMENT,
 JU3809'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MEETING HOUSE
 JU3809'HILL 1845 1935 1958.  NOTE--1A 7A.
 JU3809'
 JU3809'REFERENCE MARK NO. 4 IS 25 FEET NORTHWEST OF THE NORTHWEST
 JU3809'CORNER OF HOUSE, 15 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 JU3809'GARAGE AND 15 FEET SOUTH-SOUTHEAST OF APPROXIMATE CENTERLINE
 JU3809'OF DRIVEWAY.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU3809'DRILL HOLE IN THE CONCRETE SIDEWALK.  THE MARK IS SET FLUSH AND
 JU3809'THE DISK IS STAMPED MEETING HOUSE HILL NO 4, 1845.
 JU3809'
 JU3809'REFERENCE MARK NO. 3 IS 22 FEET WEST OF APPROXIMATE CENTERLINE
 JU3809'OF ROAD, 23-1/2 FEET NORTH OF APPROXIMATE CENTERLINE OF DRIVEWAY,
 JU3809'47-1/2 FEET NORTH OF NORTHEAST CORNER OF HOUSE AND 38 FEET SOUTH
 JU3809'OF A TELEVISION ANTENNA POLE.  THE MARK IS A STANDARD DISK SET IN
 JU3809'A 12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE
 JU3809'DISK IS STAMPED MEETING HOUSE HILL NO 3 1845.  NOTE--11A
 JU3809'
 JU3809'AZIMUTH MARK IS 16 FEET EAST OF APPROXIMATE CENTERLINE OF ROAD,
 JU3809'19 FEET SOUTH OF FENCE CORNER 1 FOOT WEST OF FENCELINE AND 2 FEET
 JU3809'SOUTHEAST OF POWERLINE POLE NO. 52.  THE MARK IS A STANDARD
 JU3809'AZIMUTH MARK DISK SET IN A 12X12 INCH CONCRETE MONUMENT,
 JU3809'PROJECTS 6 INCHES AND THE DISK IS STAMPED MEETING HOUSE HILL 2
 JU3809'1935.  NOTE--16A.
 JU3809'
 JU3809'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 2, 72 AND 273
 JU3809'(S. CHAPEL ST. AND DELAWARE AVE.) IN NEWARK, GO EASTERLY ON
 JU3809'STATE HIGHWAYS NO. 2 AND 273 FOR 0.75 MILE TO JUNCTION OF STATE
 JU3809'HIGHWAYS NO. 2 AND 273.  KEEP STRAIGHT AHEAD THRU UNDER PASS ON
 JU3809'CAPITOL TRAIL AND GO NORTH THENCE EASTERLY FOR 1.7 MILE TO SIDE
 JU3809'ROAD LEFT AT CEMETERY ON LEFT.  TURN LEFT AND GO NORTHERLY ON
 JU3809'SURFACED ROAD FOR 1.0 MILE TO TOP OF HILL AND STATION ON LEFT
 JU3809'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 = MARCH  2, 2009
 JU3685 ***********************************************************************
 JU3685  DESIGNATION -  MEMORIAL
 JU3685  PID         -  JU3685
 JU3685  STATE/COUNTY-  DE/NEW CASTLE
 JU3685  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3685
 JU3685                         *CURRENT SURVEY CONTROL
 JU3685  ___________________________________________________________________
 JU3685* NAD 83(1991)-  39 41 25.55252(N)    075 31 27.52182(W)     ADJUSTED  
 JU3685* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3685  ___________________________________________________________________
 JU3685  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JU3685  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3685
 JU3685.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3685.See file dsdata.txt to determine how the superseded data were derived.
 JU3685
 JU3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5504393530(NAD 83)
 JU3685_MARKER: DS = TRIANGULATION STATION DISK
 JU3685_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3685+WITH SETTING: PAVEMENT
 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 = MARCH  2, 2009
 HU1366 ***********************************************************************
 HU1366  DESIGNATION -  METAL
 HU1366  PID         -  HU1366
 HU1366  STATE/COUNTY-  DE/SUSSEX
 HU1366  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1366
 HU1366                         *CURRENT SURVEY CONTROL
 HU1366  ___________________________________________________________________
 HU1366* NAD 83(1991)-  38 38 40.90793(N)    075 04 02.34884(W)     ADJUSTED  
 HU1366* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 HU1366  ___________________________________________________________________
 HU1366  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HU1366  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1366
 HU1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1366
 HU1366.The geoid height was determined by GEOID03.
 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       -  INDIAN RIVER COAST GUARD TOWER           173 50 06.2
 HU1366:UTM  18      -  INDIAN RIVER COAST GUARD TOWER           174 05 42.9
 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 (07/19/86)    2.08   (m)            6.8    (f) LEVELING    3  
 HU1366
 HU1366.Superseded values are not recommended for survey control.
 HU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1366.See file dsdata.txt to determine how the superseded data were derived.
 HU1366
 HU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9414277352(NAD 83)
 HU1366_MARKER: DS = TRIANGULATION STATION DISK
 HU1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3807 ***********************************************************************
 JU3807  DESIGNATION -  MIDDLE BRIDGE N COUNTERPOISE
 JU3807  PID         -  JU3807
 JU3807  STATE/COUNTY-  DE/NEW CASTLE
 JU3807  USGS QUAD   -  SAINT GEORGES (1993)
 JU3807
 JU3807                         *CURRENT SURVEY CONTROL
 JU3807  ___________________________________________________________________
 JU3807* NAD 83(1991)-  39 32 33.22819(N)    075 43 32.38746(W)     ADJUSTED  
 JU3807* NAVD 88     -              **(meters)            **(feet)            
 JU3807  ___________________________________________________________________
 JU3807  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JU3807  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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
 JU3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3807
 JU3807.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3807
 JU3807  NAD 83(1986)-  39 32 33.22112(N)    075 43 32.39373(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3807.See file dsdata.txt to determine how the superseded data were derived.
 JU3807
 JU3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3764677240(NAD 83)
 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 = MARCH  2, 2009
 JU3806 ***********************************************************************
 JU3806  DESIGNATION -  MIDDLE BRIDGE S COUNTERPOISE
 JU3806  PID         -  JU3806
 JU3806  STATE/COUNTY-  DE/NEW CASTLE
 JU3806  USGS QUAD   -  SAINT GEORGES (1993)
 JU3806
 JU3806                         *CURRENT SURVEY CONTROL
 JU3806  ___________________________________________________________________
 JU3806* NAD 83(1991)-  39 32 31.09213(N)    075 43 31.76509(W)     ADJUSTED  
 JU3806* NAVD 88     -              **(meters)            **(feet)            
 JU3806  ___________________________________________________________________
 JU3806  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JU3806  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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
 JU3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3806
 JU3806.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3806
 JU3806  NAD 83(1986)-  39 32 31.08501(N)    075 43 31.77148(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3806.See file dsdata.txt to determine how the superseded data were derived.
 JU3806
 JU3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3766077174(NAD 83)
 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 = MARCH  2, 2009
 JU3440 ***********************************************************************
 JU3440  DESIGNATION -  MIDDLETOWN MUNICIPAL TANK
 JU3440  PID         -  JU3440
 JU3440  STATE/COUNTY-  DE/NEW CASTLE
 JU3440  USGS QUAD   -  MIDDLETOWN (1993)
 JU3440
 JU3440                         *CURRENT SURVEY CONTROL
 JU3440  ___________________________________________________________________
 JU3440* NAD 83(1991)-  39 26 56.10629(N)    075 43 05.94329(W)     ADJUSTED  
 JU3440* NAVD 88     -              **(meters)            **(feet)            
 JU3440  ___________________________________________________________________
 JU3440  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JU3440  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU3440  HORZ ORDER  -  THIRD
 JU3440
 JU3440.The horizontal coordinates were established by classical geodetic methods
 JU3440.and adjusted by the National Geodetic Survey in January 1992.
 JU3440
 JU3440
 JU3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3440
 JU3440.The geoid height was determined by GEOID03.
 JU3440
 JU3440;                    North         East     Units Scale Factor Converg.
 JU3440;SPC DE       -   160,887.409   174,035.098   MT  1.00000330   -0 11 30.0
 JU3440;SPC DE       -   527,844.77    570,980.15   sFT  1.00000330   -0 11 30.0
 JU3440;SPC MD       -   198,618.022   510,318.894   MT  0.99999981   +0 48 15.9
 JU3440;SPC MD       -   651,632.63  1,674,271.24   sFT  0.99999981   +0 48 15.9
 JU3440;UTM  18      - 4,366,841.642   438,194.264   MT  0.99964703   -0 27 23.1
 JU3440
 JU3440                          SUPERSEDED SURVEY CONTROL
 JU3440
 JU3440  NAD 83(1986)-  39 26 56.09848(N)    075 43 05.95129(W) AD(       ) 4
 JU3440  NAD 27      -  39 26 55.69500(N)    075 43 07.20000(W) AD(       ) 3
 JU3440
 JU3440.Superseded values are not recommended for survey control.
 JU3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3440.See file dsdata.txt to determine how the superseded data were derived.
 JU3440
 JU3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3819466842(NAD 83)
 JU3440_MARKER: 51 = TANK
 JU3440
 JU3440  HISTORY     - Date     Condition        Report By
 JU3440  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU3440
 JU3440                          STATION DESCRIPTION
 JU3440
 JU3440'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3439 ***********************************************************************
 JU3439  DESIGNATION -  MIDDLETOWN STANDPIPE
 JU3439  PID         -  JU3439
 JU3439  STATE/COUNTY-  DE/NEW CASTLE
 JU3439  USGS QUAD   -  MIDDLETOWN (1993)
 JU3439
 JU3439                         *CURRENT SURVEY CONTROL
 JU3439  ___________________________________________________________________
 JU3439* NAD 83(1991)-  39 27 08.96662(N)    075 42 56.91376(W)     ADJUSTED  
 JU3439* NAVD 88     -              **(meters)            **(feet)            
 JU3439  ___________________________________________________________________
 JU3439  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JU3439  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 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
 JU3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3439
 JU3439.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3439
 JU3439  NAD 83(1986)-  39 27 08.95912(N)    075 42 56.92148(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3439.See file dsdata.txt to determine how the superseded data were derived.
 JU3439
 JU3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3841367236(NAD 83)
 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 = MARCH  2, 2009
 HU1365 ***********************************************************************
 HU1365  DESIGNATION -  MIDWAY 1909
 HU1365  PID         -  HU1365
 HU1365  STATE/COUNTY-  DE/SUSSEX
 HU1365  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1365
 HU1365                         *CURRENT SURVEY CONTROL
 HU1365  ___________________________________________________________________
 HU1365* NAD 83(1991)-  38 40 11.38517(N)    075 04 04.86566(W)     ADJUSTED  
 HU1365* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1365  ___________________________________________________________________
 HU1365  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HU1365  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1365
 HU1365.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 HU1365.Superseded values are not recommended for survey control.
 HU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1365.See file dsdata.txt to determine how the superseded data were derived.
 HU1365
 HU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9408380140(NAD 83)
 HU1365_MARKER: DS = TRIANGULATION STATION DISK
 HU1365_SETTING: 0 = UNSPECIFIED SETTING
 HU1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU3817 ***********************************************************************
 JU3817  DESIGNATION -  MILFORD
 JU3817  PID         -  JU3817
 JU3817  STATE/COUNTY-  DE/NEW CASTLE
 JU3817  USGS QUAD   -  NEWARK EAST (1993)
 JU3817
 JU3817                         *CURRENT SURVEY CONTROL
 JU3817  ___________________________________________________________________
 JU3817* NAD 83(2007)-  39 43 12.98025(N)    075 44 45.61457(W)     ADJUSTED  
 JU3817* NAVD 88     -       104.31   (+/-2cm)     342.2    (feet)  VERTCON   
 JU3817  ___________________________________________________________________
 JU3817  EPOCH DATE  -        2002.00
 JU3817  X           -   1,209,601.594 (meters)                     COMP
 JU3817  Y           -  -4,761,425.765 (meters)                     COMP
 JU3817  Z           -   4,054,190.154 (meters)                     COMP
 JU3817  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JU3817  ELLIP HEIGHT-          71.318 (meters)          (02/10/07) ADJUSTED
 JU3817  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3817
 JU3817  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU3817  Type    PID    Designation                      North   East  Ellip
 JU3817  -------------------------------------------------------------------
 JU3817  NETWORK JU3817 MILFORD                           1.51   1.55   3.84
 JU3817  -------------------------------------------------------------------
 JU3817  VERT ORDER  -  THIRD ? (See Below)
 JU3817
 JU3817.The horizontal coordinates were established by GPS observations
 JU3817.and adjusted by the National Geodetic Survey in February 2007.
 JU3817
 JU3817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU3817.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU3817.The horizontal coordinates are valid at the epoch date displayed above.
 JU3817.The epoch date for horizontal control is a decimal equivalence
 JU3817.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.The vertical order pertains to the NGVD 29 superseded value.
 JU3817
 JU3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3817
 JU3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3817
 JU3817.The ellipsoidal height was determined by GPS observations
 JU3817.and is referenced to NAD 83.
 JU3817
 JU3817.The geoid height was determined by GEOID03.
 JU3817
 JU3817;                    North         East     Units Scale Factor Converg.
 JU3817;SPC DE       -   191,023.206   171,762.303   MT  1.00000481   -0 12 37.7
 JU3817;SPC DE       -   626,715.30    563,523.49   sFT  1.00000481   -0 12 37.7
 JU3817;SPC MD       -   228,710.419   507,522.126   MT  1.00005847   +0 47 13.4
 JU3817;SPC MD       -   750,360.77  1,665,095.51   sFT  1.00005847   +0 47 13.4
 JU3817;SPC PA S     -    44,913.548   771,817.333   MT  1.00004015   +1 18 00.6
 JU3817;SPC PA S     -   147,353.87  2,532,204.03   sFT  1.00004015   +1 18 00.6
 JU3817;UTM  18      - 4,396,976.935   436,061.907   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  =   0.99963915
 JU3817
 JU3817:                Primary Azimuth Mark                     Grid Az
 JU3817:SPC DE       -  MILFORD AZ MK 2                          024 17 37.8
 JU3817:SPC MD       -  MILFORD AZ MK 2                          023 17 46.7
 JU3817:SPC PA S     -  MILFORD AZ MK 2                          022 46 59.5
 JU3817:UTM  18      -  MILFORD AZ MK 2                          024 33 36.4
 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  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 (07/19/86)  104.65   (m)          343.3    (f) LEVELING    3  
 JU3817
 JU3817.Superseded values are not recommended for survey control.
 JU3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3817.See file dsdata.txt to determine how the superseded data were derived.
 JU3817
 JU3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3606296977(NAD 83)
 JU3817_MARKER: DS = TRIANGULATION STATION DISK
 JU3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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 AT HANDHELD
 JU3817'COORDINATES N39-43.233 W075-44.748.
 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 AT HANDHELD COORDINATES N39-43.206 W075-44.740.
 JU3817'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AT HANDHELD COORDINATES
 JU3817'N39-43.348 W075-44.684.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1318 ***********************************************************************
 HU1318  DESIGNATION -  MILITARY
 HU1318  PID         -  HU1318
 HU1318  STATE/COUNTY-  DE/SUSSEX
 HU1318  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1318
 HU1318                         *CURRENT SURVEY CONTROL
 HU1318  ___________________________________________________________________
 HU1318* NAD 83(1991)-  38 46 32.91309(N)    075 06 02.03941(W)     ADJUSTED  
 HU1318* NAVD 88     -        35.1    (meters)     115.     (feet)  VERTCON   
 HU1318  ___________________________________________________________________
 HU1318  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HU1318  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1318
 HU1318.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1318
 HU1318.Superseded values are not recommended for survey control.
 HU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1318.See file dsdata.txt to determine how the superseded data were derived.
 HU1318
 HU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9126491903(NAD 83)
 HU1318_MARKER: DS = TRIANGULATION STATION DISK
 HU1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1319 ***********************************************************************
 HU1319  DESIGNATION -  MILITARY RM 1
 HU1319  PID         -  HU1319
 HU1319  STATE/COUNTY-  DE/SUSSEX
 HU1319  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1319
 HU1319                         *CURRENT SURVEY CONTROL
 HU1319  ___________________________________________________________________
 HU1319* NAD 83(1991)-  38 46 31.40850(N)    075 06 01.34320(W)     ADJUSTED  
 HU1319* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 HU1319  ___________________________________________________________________
 HU1319  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HU1319  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1319
 HU1319.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1319.See file dsdata.txt to determine how the superseded data were derived.
 HU1319
 HU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9128191857(NAD 83)
 HU1319_MARKER: DS = TRIANGULATION STATION DISK
 HU1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1461 ***********************************************************************
 HU1461  DESIGNATION -  MILLERS CREEK
 HU1461  PID         -  HU1461
 HU1461  STATE/COUNTY-  DE/SUSSEX
 HU1461  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1461
 HU1461                         *CURRENT SURVEY CONTROL
 HU1461  ___________________________________________________________________
 HU1461* NAD 83(1991)-  38 29 48.36107(N)    075 04 05.72250(W)     ADJUSTED  
 HU1461* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1461  ___________________________________________________________________
 HU1461  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HU1461  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1461
 HU1461.The geoid height was determined by GEOID03.
 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       -   1.00000528  x   1.00000637  =   1.00001165
 HU1461!UTM  18      -   1.00000528  x   0.99960044  =   0.99960572
 HU1461
 HU1461:                Primary Azimuth Mark                     Grid Az
 HU1461:SPC DE       -  POLE AT BEND OF CANAL                    009 38 36.6
 HU1461:UTM  18      -  POLE AT BEND OF CANAL                    009 54 10.4
 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  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG    3  
 HU1461
 HU1461.Superseded values are not recommended for survey control.
 HU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1461.See file dsdata.txt to determine how the superseded data were derived.
 HU1461
 HU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9404860937(NAD 83)
 HU1461_MARKER: DS = TRIANGULATION STATION DISK
 HU1461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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     SEE DESCRIPTION  CGS
 HU1461  HISTORY     - 1962     GOOD             CGS
 HU1461  HISTORY     - 1975     SEE DESCRIPTION  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 = MARCH  2, 2009
 HU1462 ***********************************************************************
 HU1462  DESIGNATION -  MILLERS CREEK 2
 HU1462  PID         -  HU1462
 HU1462  STATE/COUNTY-  DE/SUSSEX
 HU1462  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1462
 HU1462                         *CURRENT SURVEY CONTROL
 HU1462  ___________________________________________________________________
 HU1462* NAD 83(1991)-  38 29 48.22492(N)    075 04 05.95972(W)     ADJUSTED  
 HU1462* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1462  ___________________________________________________________________
 HU1462  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HU1462  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1462
 HU1462.The geoid height was determined by GEOID03.
 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       -   1.00000534  x   1.00000637  =   1.00001171
 HU1462!UTM  18      -   1.00000534  x   0.99960044  =   0.99960578
 HU1462
 HU1462:                Primary Azimuth Mark                     Grid Az
 HU1462:SPC DE       -  HOTEL TOWER 1909                         012 42 56.8
 HU1462:UTM  18      -  HOTEL TOWER 1909                         012 58 30.5
 HU1462
 HU1462|---------------------------------------------------------------------|
 HU1462| PID    Reference Object                     Distance      Geod. Az  |
 HU1462|                                                           dddmmss.s |
 HU1462| HU1401 HOTEL TOWER 1909                    APPROX. 5.2 KM 0125557.4 |
 HU1462| DC7551 MILLERS CREEK 2 RM 2                 11.210 METERS 04414     |
 HU1462| DC8405 SHORELINE REF 1                     114.000 METERS 12806     |
 HU1462| DC7550 MILLERS CREEK 2 RM 1                  5.970 METERS 29929     |
 HU1462| DC8406 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1462.See file dsdata.txt to determine how the superseded data were derived.
 HU1462
 HU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9404260933(NAD 83)
 HU1462_MARKER: DS = TRIANGULATION STATION DISK
 HU1462_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1462_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 DK7741 ***********************************************************************
 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  USGS QUAD   -  FRANKFORD (1991)
 DK7741
 DK7741                         *CURRENT SURVEY CONTROL
 DK7741  ___________________________________________________________________
 DK7741* NAD 83(CORS)-  38 36 36.97545(N)    075 12 10.31524(W)     ADJUSTED  
 DK7741* NAVD 88     -              **(meters)            **(feet)            
 DK7741  ___________________________________________________________________
 DK7741  EPOCH DATE  -        2002.00
 DK7741  X           -   1,274,540.234 (meters)                     COMP
 DK7741  Y           -  -4,824,918.162 (meters)                     COMP
 DK7741  Z           -   3,958,585.563 (meters)                     COMP
 DK7741  ELLIP HEIGHT-         -26.090 (meters)          (12/??/08) ADJUSTED
 DK7741  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DK7741  HORZ ORDER  -  SPECIAL (CORS)
 DK7741  ELLP ORDER  -  SPECIAL (CORS)
 DK7741
 DK7741.ITRF positions are available for this station.
 DK7741.The coordinates were established by GPS observations
 DK7741.and adjusted by the National Geodetic Survey in December 2008.
 DK7741.The coordinates are valid at the epoch date displayed above.
 DK7741.The epoch date for horizontal control is a decimal equivalence
 DK7741.of Year/Month/Day.
 DK7741
 DK7741
 DK7741.The PID for the CORS L1 Phase Center is DK7742.
 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 geoid height was determined by GEOID03.
 DK7741
 DK7741;                    North         East     Units Scale Factor Converg.
 DK7741;SPC DE       -    67,762.799   218,621.928   MT  0.99999927   +0 08 00.3
 DK7741;SPC DE       -   222,318.45    717,262.11   sFT  0.99999927   +0 08 00.3
 DK7741
 DK7741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7741!SPC DE       -   1.00000409  x   0.99999927  =   1.00000336
 DK7741
 DK7741                          SUPERSEDED SURVEY CONTROL
 DK7741
 DK7741.No superseded survey control is available for this station.
 DK7741
 DK7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8233873549(NAD 83)
 DK7741_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7741
 DK7741                          STATION DESCRIPTION
 DK7741
 DK7741'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK7741'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7741'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7741'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7741'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7741'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK7742 ***********************************************************************
 DK7742  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7742  DESIGNATION -  MILLSBORO CORS L1 PHASE CENTER
 DK7742  CORS_ID     -  DEMI
 DK7742  PID         -  DK7742
 DK7742  STATE/COUNTY-  DE/SUSSEX
 DK7742  USGS QUAD   -  FRANKFORD (1991)
 DK7742
 DK7742                         *CURRENT SURVEY CONTROL
 DK7742  ___________________________________________________________________
 DK7742* NAD 83(CORS)-  38 36 36.97550(N)    075 12 10.31513(W)     ADJUSTED  
 DK7742* NAVD 88     -              **(meters)            **(feet)            
 DK7742  ___________________________________________________________________
 DK7742  EPOCH DATE  -        2002.00
 DK7742  X           -   1,274,540.257 (meters)                     COMP
 DK7742  Y           -  -4,824,918.239 (meters)                     COMP
 DK7742  Z           -   3,958,585.630 (meters)                     COMP
 DK7742  ELLIP HEIGHT-         -25.986 (meters)          (12/??/08) ADJUSTED
 DK7742  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DK7742  HORZ ORDER  -  SPECIAL (CORS)
 DK7742  ELLP ORDER  -  SPECIAL (CORS)
 DK7742
 DK7742.ITRF positions are available for this station.
 DK7742.The coordinates were established by GPS observations
 DK7742.and adjusted by the National Geodetic Survey in December 2008.
 DK7742.The coordinates are valid at the epoch date displayed above.
 DK7742.The epoch date for horizontal control is a decimal equivalence
 DK7742.of Year/Month/Day.
 DK7742
 DK7742
 DK7742.The PID for the CORS ARP is DK7741.
 DK7742
 DK7742.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7742
 DK7742.The ellipsoidal height was determined by GPS observations
 DK7742.and is referenced to NAD 83.
 DK7742
 DK7742.The geoid height was determined by GEOID03.
 DK7742
 DK7742;                    North         East     Units Scale Factor Converg.
 DK7742;SPC DE       -    67,762.800   218,621.931   MT  0.99999927   +0 08 00.3
 DK7742;SPC DE       -   222,318.45    717,262.12   sFT  0.99999927   +0 08 00.3
 DK7742
 DK7742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7742!SPC DE       -   1.00000408  x   0.99999927  =   1.00000335
 DK7742
 DK7742                          SUPERSEDED SURVEY CONTROL
 DK7742
 DK7742.No superseded survey control is available for this station.
 DK7742
 DK7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8233873549(NAD 83)
 DK7742_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK7742
 DK7742                          STATION DESCRIPTION
 DK7742
 DK7742'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK7742'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7742'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7742'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7742'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7742'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1426 ***********************************************************************
 HU1426  DESIGNATION -  MILLSBORO HOUSTON WHITE CO TK
 HU1426  PID         -  HU1426
 HU1426  STATE/COUNTY-  DE/SUSSEX
 HU1426  USGS QUAD   -  MILLSBORO (1992)
 HU1426
 HU1426                         *CURRENT SURVEY CONTROL
 HU1426  ___________________________________________________________________
 HU1426* NAD 83(1991)-  38 35 13.37076(N)    075 17 31.96351(W)     ADJUSTED  
 HU1426* NAVD 88     -              **(meters)            **(feet)            
 HU1426  ___________________________________________________________________
 HU1426  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HU1426  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU1426  HORZ ORDER  -  THIRD
 HU1426
 HU1426.The horizontal coordinates were established by classical geodetic methods
 HU1426.and adjusted by the National Geodetic Survey in January 1992.
 HU1426
 HU1426
 HU1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1426
 HU1426.The geoid height was determined by GEOID03.
 HU1426
 HU1426;                    North         East     Units Scale Factor Converg.
 HU1426;SPC DE       -    65,170.482   210,843.387   MT  0.99999645   +0 04 39.4
 HU1426;SPC DE       -   213,813.49    691,742.01   sFT  0.99999645   +0 04 39.4
 HU1426;UTM  18      - 4,270,992.894   474,550.398   MT  0.99960798   -0 10 56.1
 HU1426
 HU1426                          SUPERSEDED SURVEY CONTROL
 HU1426
 HU1426  NAD 83(1986)-  38 35 13.35752(N)    075 17 31.98050(W) AD(       ) 4
 HU1426  NAD 27      -  38 35 12.96000(N)    075 17 33.30000(W) AD(       ) 3
 HU1426
 HU1426.Superseded values are not recommended for survey control.
 HU1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1426.See file dsdata.txt to determine how the superseded data were derived.
 HU1426
 HU1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7455070993(NAD 83)
 HU1426_MARKER: 53 = ELEVATED TANK
 HU1426
 HU1426  HISTORY     - Date     Condition        Report By
 HU1426  HISTORY     - 1932     FIRST OBSERVED   CGS
 HU1426  HISTORY     - 1934     GOOD             CGS
 HU1426  HISTORY     - 1943     GOOD             CGS
 HU1426  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HU1426
 HU1426                          STATION DESCRIPTION
 HU1426
 HU1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1426'STATION RECOVERED IN GOOD CONDITION.
 HU1426'
 HU1426'LOCATED IN SOUTHERN PORTION OF MILLSBORO, DELAWARE, AT PLANT
 HU1426'OF HOUSTON-WHITE COMPANY, A LARGE LUMBER AND MANUFACTURING
 HU1426'COMPANY.  THE TANK IS STEEL, ALUMINUM PAINTED, AND ABOUT
 HU1426'60 FEET HIGH.
 HU1426
 HU1426                          STATION RECOVERY (1943)
 HU1426
 HU1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1426'RECOVERED AS DESCRIBED, EXCEPT THAT THE TANK IS NOW BUFF COLORED.
 HU1426
 HU1426                          STATION RECOVERY (1961)
 HU1426
 HU1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1426'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1426'BY C.D.M. IN 1932 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1425 ***********************************************************************
 HU1425  DESIGNATION -  MILLSBORO MUNICIPAL TANK
 HU1425  PID         -  HU1425
 HU1425  STATE/COUNTY-  DE/SUSSEX
 HU1425  USGS QUAD   -  MILLSBORO (1992)
 HU1425
 HU1425                         *CURRENT SURVEY CONTROL
 HU1425  ___________________________________________________________________
 HU1425* NAD 83(1991)-  38 35 27.71668(N)    075 17 39.04438(W)     ADJUSTED  
 HU1425* NAVD 88     -              **(meters)            **(feet)            
 HU1425  ___________________________________________________________________
 HU1425  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HU1425  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU1425  HORZ ORDER  -  THIRD
 HU1425
 HU1425.The horizontal coordinates were established by classical geodetic methods
 HU1425.and adjusted by the National Geodetic Survey in January 1992.
 HU1425
 HU1425
 HU1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1425
 HU1425.The geoid height was determined by GEOID03.
 HU1425
 HU1425;                    North         East     Units Scale Factor Converg.
 HU1425;SPC DE       -    65,612.613   210,671.425   MT  0.99999640   +0 04 35.0
 HU1425;SPC DE       -   215,264.05    691,177.83   sFT  0.99999640   +0 04 35.0
 HU1425;UTM  18      - 4,271,435.628   474,380.510   MT  0.99960808   -0 11 00.6
 HU1425
 HU1425                          SUPERSEDED SURVEY CONTROL
 HU1425
 HU1425  NAD 83(1986)-  38 35 27.70632(N)    075 17 39.06300(W) AD(       ) 4
 HU1425  NAD 27      -  38 35 27.30300(N)    075 17 40.38000(W) AD(       ) 3
 HU1425
 HU1425.Superseded values are not recommended for survey control.
 HU1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1425.See file dsdata.txt to determine how the superseded data were derived.
 HU1425
 HU1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7438171436(NAD 83)
 HU1425_MARKER: 51 = TANK
 HU1425
 HU1425  HISTORY     - Date     Condition        Report By
 HU1425  HISTORY     - 1932     FIRST OBSERVED   CGS
 HU1425  HISTORY     - 1934     GOOD             CGS
 HU1425  HISTORY     - 1962     GOOD             CGS
 HU1425  HISTORY     - 20071006 GOOD             GEOCAC
 HU1425
 HU1425                          STATION DESCRIPTION
 HU1425
 HU1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1425'STATION RECOVERED IN GOOD CONDITION.  THE TANK IS DESIGNATED
 HU1425'INCORRECTLY AND HAS NO ORIGINAL DESCRIPTION.  IT IS NOT OWNED
 HU1425'BY HOUSTON-WHITE, COMPANY.
 HU1425'
 HU1425'LOCATED IN THE NW SECTION OF MILLSBORO, DELAWARE.  A TALL STEEL
 HU1425'WATER TANK, ALUMINUM PAINTED, AND ABOUT 120 FEET HIGH.  THE TANK
 HU1425'FURNISHES THE WATER SUPPLY FOR THE TOWN OF MILLSBORO, AND IS
 HU1425'OWNED BY THE TOWN.
 HU1425
 HU1425                          STATION RECOVERY (1962)
 HU1425
 HU1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1425'STATION RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY NOTE IS
 HU1425'ADEQUATE FOR RECOVERY.
 HU1425
 HU1425                          STATION RECOVERY (2007)
 HU1425
 HU1425'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 HU1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1470 ***********************************************************************
 JU1470  DESIGNATION -  MILLSIDE
 JU1470  PID         -  JU1470
 JU1470  STATE/COUNTY-  DE/NEW CASTLE
 JU1470  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1470
 JU1470                         *CURRENT SURVEY CONTROL
 JU1470  ___________________________________________________________________
 JU1470* NAD 83(1991)-  39 43 07.69083(N)    075 33 18.47074(W)     ADJUSTED  
 JU1470* NAVD 88     -         7.253  (meters)      23.80   (feet)  POSTED    
 JU1470  ___________________________________________________________________
 JU1470  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU1470  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1470  DYNAMIC HT  -           7.250 (meters)      23.79  (feet)  COMP
 JU1470  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 JU1470
 JU1470  HORZ ORDER  -  THIRD
 JU1470  VERT ORDER  -  * POSTED, Code D , 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  in 1992.
 JU1470.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU1470.rate of 3.1 thru 4.0 mm/km.
 JU1470
 JU1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1470
 JU1470.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000403  x   0.99999673  =   1.00000076
 JU1470!SPC NJ       -   1.00000403  x   1.00000072  =   1.00000475
 JU1470!UTM  18      -   1.00000403  x   0.99962787  =   0.99963190
 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                                     2155710.7 |
 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 (??/??/??)    7.607  (m)           24.96   (f) ADJUSTED    2 0
 JU1470
 JU1470.Superseded values are not recommended for survey control.
 JU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1470.See file dsdata.txt to determine how the superseded data were derived.
 JU1470
 JU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5242096695(NAD 83)
 JU1470_MARKER: DS = TRIANGULATION STATION DISK
 JU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1470_STAMPING: MILLSIDE 1958
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1468 ***********************************************************************
 JU1468  DESIGNATION -  MILLSIDE AZ MK
 JU1468  PID         -  JU1468
 JU1468  STATE/COUNTY-  DE/NEW CASTLE
 JU1468  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1468
 JU1468                         *CURRENT SURVEY CONTROL
 JU1468  ___________________________________________________________________
 JU1468* NAD 83(1986)-  39 42 44.     (N)    075 33 43.     (W)     SCALED    
 JU1468* NAVD 88     -         8.840  (meters)      29.00   (feet)  POSTED    
 JU1468  ___________________________________________________________________
 JU1468  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1468  DYNAMIC HT  -           8.840 (meters)      29.00  (feet)  COMP
 JU1468  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 JU1468
 JU1468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU1468
 JU1468.The horizontal coordinates were scaled from a topographic map and have
 JU1468.an estimated accuracy of +/- 6 seconds.
 JU1468
 JU1468.The orthometric height was determined by differential leveling
 JU1468.and adjusted by the  in 1992.
 JU1468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU1468.rate of 0.0 thru 1.0 mm/km.
 JU1468
 JU1468.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1468;SPC DE       -   190,090.      187,540.      MT  (+/- 180 meters Scaled)
 JU1468
 JU1468                          SUPERSEDED SURVEY CONTROL
 JU1468
 JU1468  NGVD 29 (??/??/??)    9.194  (m)           30.16   (f) ADJUSTED    2 0
 JU1468
 JU1468.Superseded values are not recommended for survey control.
 JU1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1468.See file dsdata.txt to determine how the superseded data were derived.
 JU1468
 JU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ518959(NAD 83)
 JU1468_MARKER: DZ = AZIMUTH MARK DISK
 JU1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1468_STAMPING: MILLSIDE 1958
 JU1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1468+STABILITY: SURFACE MOTION
 JU1468
 JU1468  HISTORY     - Date     Condition        Report By
 JU1468  HISTORY     - 1958     MONUMENTED       CGS
 JU1468  HISTORY     - 1965     GOOD             CGS
 JU1468  HISTORY     - 20021109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1471 ***********************************************************************
 JU1471  DESIGNATION -  MILLSIDE RM 1
 JU1471  PID         -  JU1471
 JU1471  STATE/COUNTY-  DE/NEW CASTLE
 JU1471  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1471
 JU1471                         *CURRENT SURVEY CONTROL
 JU1471  ___________________________________________________________________
 JU1471* NAD 83(1986)-  39 43 07.     (N)    075 33 18.     (W)     SCALED    
 JU1471* NAVD 88     -         7.342  (meters)      24.09   (feet)  POSTED    
 JU1471  ___________________________________________________________________
 JU1471  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1471  DYNAMIC HT  -           7.340 (meters)      24.08  (feet)  COMP
 JU1471  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 JU1471
 JU1471  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU1471
 JU1471.The horizontal coordinates were scaled from a topographic map and have
 JU1471.an estimated accuracy of +/- 6 seconds.
 JU1471
 JU1471.The orthometric height was determined by differential leveling
 JU1471.and adjusted by the  in 1992.
 JU1471.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU1471.rate of 4.1 thru 8.0 mm/km.
 JU1471
 JU1471.The geoid height was determined by GEOID03.
 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       -   190,800.      188,140.      MT  (+/- 180 meters Scaled)
 JU1471
 JU1471                          SUPERSEDED SURVEY CONTROL
 JU1471
 JU1471  NGVD 29 (??/??/??)    7.696  (m)           25.25   (f) ADJUSTED    2 0
 JU1471
 JU1471.Superseded values are not recommended for survey control.
 JU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1471.See file dsdata.txt to determine how the superseded data were derived.
 JU1471
 JU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ524966(NAD 83)
 JU1471_MARKER: DR = REFERENCE MARK DISK
 JU1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1471_STAMPING: MILLSIDE NO 1 1958
 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 = MARCH  2, 2009
 JU1469 ***********************************************************************
 JU1469  DESIGNATION -  MILLSIDE RM 2
 JU1469  PID         -  JU1469
 JU1469  STATE/COUNTY-  DE/NEW CASTLE
 JU1469  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1469
 JU1469                         *CURRENT SURVEY CONTROL
 JU1469  ___________________________________________________________________
 JU1469* NAD 83(1986)-  39 43 07.     (N)    075 33 18.     (W)     SCALED    
 JU1469* NAVD 88     -         7.717  (meters)      25.32   (feet)  POSTED    
 JU1469  ___________________________________________________________________
 JU1469  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1469  DYNAMIC HT  -           7.710 (meters)      25.30  (feet)  COMP
 JU1469  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 JU1469
 JU1469  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1469
 JU1469.The horizontal coordinates were scaled from a topographic map and have
 JU1469.an estimated accuracy of +/- 6 seconds.
 JU1469
 JU1469.The orthometric height was determined by differential leveling
 JU1469.and adjusted by the  in 1992.
 JU1469.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1469.rate of 2.1 thru 3.0 mm/km.
 JU1469
 JU1469.The geoid height was determined by GEOID03.
 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       -   190,800.      188,140.      MT  (+/- 180 meters Scaled)
 JU1469
 JU1469                          SUPERSEDED SURVEY CONTROL
 JU1469
 JU1469  NGVD 29 (??/??/??)    8.071  (m)           26.48   (f) ADJUSTED    2 0
 JU1469
 JU1469.Superseded values are not recommended for survey control.
 JU1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1469.See file dsdata.txt to determine how the superseded data were derived.
 JU1469
 JU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ524966(NAD 83)
 JU1469_MARKER: DR = REFERENCE MARK DISK
 JU1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1469_STAMPING: MILLSIDE NO 2 1959
 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 = MARCH  2, 2009
 HU1436 ***********************************************************************
 HU1436  DESIGNATION -  MILTON BLACK WATER TANK
 HU1436  PID         -  HU1436
 HU1436  STATE/COUNTY-  DE/SUSSEX
 HU1436  USGS QUAD   -  MILTON (1992)
 HU1436
 HU1436                         *CURRENT SURVEY CONTROL
 HU1436  ___________________________________________________________________
 HU1436* NAD 83(1991)-  38 46 48.82008(N)    075 18 38.50687(W)     ADJUSTED  
 HU1436* NAVD 88     -              **(meters)            **(feet)            
 HU1436  ___________________________________________________________________
 HU1436  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HU1436  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 HU1436  HORZ ORDER  -  THIRD
 HU1436
 HU1436.The horizontal coordinates were established by classical geodetic methods
 HU1436.and adjusted by the National Geodetic Survey in January 1992.
 HU1436
 HU1436
 HU1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1436
 HU1436.The geoid height was determined by GEOID03.
 HU1436
 HU1436;                    North         East     Units Scale Factor Converg.
 HU1436;SPC DE       -    86,613.210   209,208.113   MT  0.99999604   +0 03 58.9
 HU1436;SPC DE       -   284,163.51    686,376.95   sFT  0.99999604   +0 03 58.9
 HU1436;SPC NJ       -     5,582.622    79,562.090   MT  0.99996108   -0 30 28.0
 HU1436;SPC NJ       -    18,315.65    261,029.96   sFT  0.99996108   -0 30 28.0
 HU1436;UTM  18      - 4,292,434.516   473,013.200   MT  0.99960897   -0 11 40.6
 HU1436
 HU1436                          SUPERSEDED SURVEY CONTROL
 HU1436
 HU1436  NAD 83(1986)-  38 46 48.80914(N)    075 18 38.51756(W) AD(       ) 4
 HU1436  NAD 27      -  38 46 48.40000(N)    075 18 39.83000(W) AD(       ) 3
 HU1436
 HU1436.Superseded values are not recommended for survey control.
 HU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1436.See file dsdata.txt to determine how the superseded data were derived.
 HU1436
 HU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7301392435(NAD 83)
 HU1436_MARKER: 53 = ELEVATED TANK
 HU1436
 HU1436  HISTORY     - Date     Condition        Report By
 HU1436  HISTORY     - 1933     FIRST OBSERVED   CGS
 HU1436  HISTORY     - 1943     GOOD             CGS
 HU1436  HISTORY     - 1961     GOOD             CGS
 HU1436
 HU1436                          STATION DESCRIPTION
 HU1436
 HU1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1436'THE STATION IS THE TOP OF A TALL ALUMINUM-PAINTED WATER TANK
 HU1436'WHICH STANDS IN THE TOWN OF MILTON.
 HU1436
 HU1436                          STATION RECOVERY (1961)
 HU1436
 HU1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1436'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY
 HU1436'NOTE BY F.L.G. IN 1943 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2804 ***********************************************************************
 HU2804  DESIGNATION -  MISPILLION N JETTY LT 2
 HU2804  PID         -  HU2804
 HU2804  STATE/COUNTY-  DE/SUSSEX
 HU2804  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2804
 HU2804                         *CURRENT SURVEY CONTROL
 HU2804  ___________________________________________________________________
 HU2804* NAD 83(1991)-  38 56 13.88673(N)    075 17 52.53677(W)     ADJUSTED  
 HU2804* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 HU2804  ___________________________________________________________________
 HU2804  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HU2804  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2804
 HU2804.The geoid height was determined by GEOID03.
 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  =   0.99961237
 HU2804
 HU2804                          SUPERSEDED SURVEY CONTROL
 HU2804
 HU2804  NGVD 29 (06/04/92)    9.     (m)           30.     (f) VERT ANG    3  
 HU2804
 HU2804.Superseded values are not recommended for survey control.
 HU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2804.See file dsdata.txt to determine how the superseded data were derived.
 HU2804
 HU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7417909849(NAD 83)
 HU2804_MARKER: 13 = LIGHTHOUSE
 HU2804_MARK LOGO: NOS   
 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 = MARCH  2, 2009
 HU1430 ***********************************************************************
 HU1430  DESIGNATION -  MISPILLION RIVER FLASHING LT
 HU1430  PID         -  HU1430
 HU1430  STATE/COUNTY-  DE/SUSSEX
 HU1430  USGS QUAD   -  MISPILLION RIVER (1993)
 HU1430
 HU1430                         *CURRENT SURVEY CONTROL
 HU1430  ___________________________________________________________________
 HU1430* NAD 83(1991)-  38 56 50.83461(N)    075 18 54.37465(W)     ADJUSTED  
 HU1430* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1430  ___________________________________________________________________
 HU1430  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HU1430  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU1430  HORZ ORDER  -  THIRD
 HU1430
 HU1430.The horizontal coordinates were established by classical geodetic methods
 HU1430.and adjusted by the National Geodetic Survey in January 1992.
 HU1430
 HU1430.The orthometric height was scaled from a topographic map.
 HU1430
 HU1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1430
 HU1430.The geoid height was determined by GEOID03.
 HU1430
 HU1430;                    North         East     Units Scale Factor Converg.
 HU1430;SPC DE       -   105,176.958   208,804.463   MT  0.99999595   +0 03 49.8
 HU1430;SPC DE       -   345,068.07    685,052.64   sFT  0.99999595   +0 03 49.8
 HU1430;SPC NJ       -    12,983.599    79,344.830   MT  0.99996145   -0 30 44.6
 HU1430;SPC NJ       -    42,597.02    260,317.16   sFT  0.99996145   -0 30 44.6
 HU1430;UTM  18      - 4,310,992.729   472,694.387   MT  0.99960918   -0 11 53.1
 HU1430
 HU1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1430!SPC DE       -   1.00000542  x   0.99999595  =   1.00000137
 HU1430!SPC NJ       -   1.00000542  x   0.99996145  =   0.99996687
 HU1430!UTM  18      -   1.00000542  x   0.99960918  =   0.99961459
 HU1430
 HU1430                          SUPERSEDED SURVEY CONTROL
 HU1430
 HU1430  NAD 83(1986)-  38 56 50.82352(N)    075 18 54.38177(W) AD(       ) 4
 HU1430  NAD 27      -  38 56 50.42300(N)    075 18 55.69400(W) AD(       ) 3
 HU1430
 HU1430.Superseded values are not recommended for survey control.
 HU1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1430.See file dsdata.txt to determine how the superseded data were derived.
 HU1430
 HU1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7269410993(NAD 83)
 HU1430_MARKER: 13 = LIGHTHOUSE
 HU1430_MARK LOGO: CGS   
 HU1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1430+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 HU1430
 HU1430  HISTORY     - Date     Condition        Report By
 HU1430  HISTORY     - 1933     FIRST OBSERVED   CGS
 HU1430  HISTORY     - 1943     GOOD             CGS
 HU1430  HISTORY     - 1976     GOOD             NGS
 HU1430  HISTORY     - 19830101 GOOD             NOS
 HU1430  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU1430
 HU1430                          STATION DESCRIPTION
 HU1430
 HU1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1430'THE STATION IS A LIGHTHOUSE ON THE NW SHORE OF THE MISIPILLION
 HU1430'RIVER AND ABOUT 20 METERS N OF ENTRANCE CHANNEL RANGE.
 HU1430
 HU1430                          STATION RECOVERY (1976)
 HU1430
 HU1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1430'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 HU1430'F.L.G. IN 1943 IS IN ERROR.  THE STATION IS THE LIGHT ON TOP OF
 HU1430'A FOUR LEGGED STEEL STRUCTURE THAT IS LOCATED ABOUT 60 FT. SOUTH
 HU1430'OF A WOODEN LIGHTHOUSE THAT IS ABOUT THE SAME HEIGHT AS THE STEEL
 HU1430'STRUCTURE.  THE LIGHTHOUSE IS NO LONGER IN USE AND IT IS NOT THE
 HU1430'STATION AS MENTIONED IN THE 1943 RECOVERY NOTE.  THE FOUR LEGGED
 HU1430'STEEL STRUCTURE IS ABOUT 60 FT. IN HEIGHT.
 HU1430'
 HU1430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1430'ABOUT 1 MILE NORTH OF SLAUGHTER BEACH.
 HU1430
 HU1430                          STATION RECOVERY (1983)
 HU1430
 HU1430'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 HU1430'THE STATION IS ON THE NW SHORE OF THE MISPILLION RIVER AND ABOUT 20 M
 HU1430'(65.6 FT) N OF ENTRANCE CHANNEL RANGE.
 HU1430'TO REACH STATION PROCEED BY BOAT.
 HU1430'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---FL W--- 4
 HU1430'SEC LIGHT ON TOP OF A FOUR-LEGGED STEEL STRUCTURE THAT IS LOCATED
 HU1430'ABOUT 60 FT S OF A WOODEN LIGHTHOUSE THAT IS ABOUT THE SAME HEIGHT AS
 HU1430'THE STEEL STRUCTURE.  REFER TO THE 1982 LIGHT LIST NO. 2158.
 HU1430
 HU1430                          STATION RECOVERY (2001)
 HU1430
 HU1430'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1430'STATION NOT FOUND.  OLD FOUR-LEGGED STEEL STRUCTURE LOCATED NEAR
 HU1430'WOODEN LIGHT HOUSE LOCATED.  DGPS CONFIRMED LOCATION.  STRUCTURE HAS
 HU1430'BEEN ABANDONED FOR MANY YEARS.  LIGHT AT TOP REMOVED.  STRUCTURE IS
 HU1430'BADLY RUSTED AND SURROUNDED BY EIGHT FOOT HIGH CHAIN LINK FENCE.
 HU1430'STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2805 ***********************************************************************
 HU2805  DESIGNATION -  MISPILLION S JETTY LT 1
 HU2805  PID         -  HU2805
 HU2805  STATE/COUNTY-  DE/SUSSEX
 HU2805  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2805
 HU2805                         *CURRENT SURVEY CONTROL
 HU2805  ___________________________________________________________________
 HU2805* NAD 83(1991)-  38 56 11.64752(N)    075 17 53.57367(W)     ADJUSTED  
 HU2805* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HU2805  ___________________________________________________________________
 HU2805  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HU2805  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2805
 HU2805.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2805
 HU2805.No superseded survey control is available for this station.
 HU2805
 HU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7415409780(NAD 83)
 HU2805_MARKER: 13 = LIGHTHOUSE
 HU2805_MARK LOGO: NOS   
 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 = MARCH  2, 2009
 JU3663 ***********************************************************************
 JU3663  DESIGNATION -  MITCHELL 1892
 JU3663  PID         -  JU3663
 JU3663  STATE/COUNTY-  DE/NEW CASTLE
 JU3663  USGS QUAD   -  KENNETT SQUARE (1993)
 JU3663
 JU3663                         *CURRENT SURVEY CONTROL
 JU3663  ___________________________________________________________________
 JU3663* NAD 83(1991)-  39 46 00.70244(N)    075 43 06.34289(W)     ADJUSTED  
 JU3663* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JU3663  ___________________________________________________________________
 JU3663  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JU3663  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU3663  HORZ ORDER  -  THIRD
 JU3663
 JU3663.The horizontal coordinates were established by classical geodetic methods
 JU3663.and adjusted by the National Geodetic Survey in January 1992.
 JU3663
 JU3663.The orthometric height was scaled from a topographic map.
 JU3663
 JU3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3663
 JU3663.The geoid height was determined by GEOID03.
 JU3663
 JU3663;                    North         East     Units Scale Factor Converg.
 JU3663;SPC DE       -   196,187.691   174,144.072   MT  1.00000323   -0 11 34.9
 JU3663;SPC DE       -   643,659.12    571,337.68   sFT  1.00000323   -0 11 34.9
 JU3663;SPC PA S     -    50,139.199   774,062.174   MT  1.00003020   +1 19 05.1
 JU3663;SPC PA S     -   164,498.36  2,539,568.98   sFT  1.00003020   +1 19 05.1
 JU3663;UTM  18      - 4,402,128.457   438,466.808   MT  0.99964661   -0 27 34.4
 JU3663
 JU3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3663!SPC DE       -   0.99998686  x   1.00000323  =   0.99999009
 JU3663!SPC PA S     -   0.99998686  x   1.00003020  =   1.00001706
 JU3663!UTM  18      -   0.99998686  x   0.99964661  =   0.99963347
 JU3663
 JU3663:                Primary Azimuth Mark                     Grid Az
 JU3663:SPC DE       -  MEETINGHOUSE HILL RESET                  173 59 51.0
 JU3663:SPC PA S     -  MEETINGHOUSE HILL RESET                  172 29 11.0
 JU3663:UTM  18      -  MEETINGHOUSE HILL RESET                  174 15 50.5
 JU3663
 JU3663|---------------------------------------------------------------------|
 JU3663| PID    Reference Object                     Distance      Geod. Az  |
 JU3663|                                                           dddmmss.s |
 JU3663| JU3809 MEETINGHOUSE HILL RESET             APPROX. 6.0 KM 1734816.1 |
 JU3663|---------------------------------------------------------------------|
 JU3663
 JU3663                          SUPERSEDED SURVEY CONTROL
 JU3663
 JU3663  NAD 83(1986)-  39 46 00.69682(N)    075 43 06.34874(W) AD(       ) 3
 JU3663  NAD 27      -  39 46 00.30000(N)    075 43 07.60500(W) AD(       ) 3
 JU3663
 JU3663.Superseded values are not recommended for survey control.
 JU3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3663.See file dsdata.txt to determine how the superseded data were derived.
 JU3663
 JU3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3846702128(NAD 83)
 JU3663
 JU3663  HISTORY     - Date     Condition        Report By
 JU3663  HISTORY     - 1892     MONUMENTED       CGS
 JU3663  HISTORY     - 1952     SEE DESCRIPTION  USGS
 JU3663
 JU3663                          STATION DESCRIPTION
 JU3663
 JU3663'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JU3663'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0811 ***********************************************************************
 JU0811  DESIGNATION -  MOOR
 JU0811  PID         -  JU0811
 JU0811  STATE/COUNTY-  DE/NEW CASTLE
 JU0811  USGS QUAD   -  MARCUS HOOK (1993)
 JU0811
 JU0811                         *CURRENT SURVEY CONTROL
 JU0811  ___________________________________________________________________
 JU0811* NAD 83(1991)-  39 45 01.57406(N)    075 29 36.72268(W)     ADJUSTED  
 JU0811* NAVD 88     -         2.740  (meters)       8.99   (feet)  ADJUSTED  
 JU0811  ___________________________________________________________________
 JU0811  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JU0811  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0811  DYNAMIC HT  -           2.739 (meters)       8.99  (feet)  COMP
 JU0811  MODELED GRAV-     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
 JU0811.and adjusted in June 1991.
 JU0811
 JU0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0811
 JU0811.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)    3.006  (m)            9.86   (f) ADJUSTED    1 1
 JU0811
 JU0811.Superseded values are not recommended for survey control.
 JU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0811.See file dsdata.txt to determine how the superseded data were derived.
 JU0811
 JU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5771900175(NAD 83)
 JU0811_MARKER: DS = TRIANGULATION STATION DISK
 JU0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0811_SP_SET: WHARF
 JU0811_STAMPING: MOOR 1932
 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       USE
 JU0811  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0811  HISTORY     - 1964     GOOD             CGS
 JU0811  HISTORY     - 1982     GOOD             NOS
 JU0811
 JU0811                          STATION DESCRIPTION
 JU0811
 JU0811'DESCRIBED BY US 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3651 ***********************************************************************
 JU3651  DESIGNATION -  MOUSLEY
 JU3651  PID         -  JU3651
 JU3651  STATE/COUNTY-  DE/NEW CASTLE
 JU3651  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3651
 JU3651                         *CURRENT SURVEY CONTROL
 JU3651  ___________________________________________________________________
 JU3651* NAD 83(1991)-  39 50 19.62420(N)    075 32 21.47138(W)     ADJUSTED  
 JU3651* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 JU3651  ___________________________________________________________________
 JU3651  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 JU3651  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3651
 JU3651.The geoid height was determined by GEOID03.
 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       -   0.99998606  x   0.99999636  =   0.99998242
 JU3651!SPC PA S     -   0.99998606  x   1.00001613  =   1.00000219
 JU3651!UTM  18      -   0.99998606  x   0.99962621  =   0.99961228
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3651.See file dsdata.txt to determine how the superseded data were derived.
 JU3651
 JU3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5385810003(NAD 83)
 JU3651_MARKER: DS = TRIANGULATION STATION DISK
 JU3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3651
 JU3651  HISTORY     - Date     Condition        Report By
 JU3651  HISTORY     - 1960     MONUMENTED       CGS
 JU3651  HISTORY     - 1965     GOOD             CGS
 JU3651  HISTORY     - 19930130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3650 ***********************************************************************
 JU3650  DESIGNATION -  MOUSLEY TEMP POINT WEST
 JU3650  PID         -  JU3650
 JU3650  STATE/COUNTY-  DE/NEW CASTLE
 JU3650  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3650
 JU3650                         *CURRENT SURVEY CONTROL
 JU3650  ___________________________________________________________________
 JU3650* NAD 83(1991)-  39 50 19.70888(N)    075 32 23.54619(W)     ADJUSTED  
 JU3650* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JU3650  ___________________________________________________________________
 JU3650  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JU3650  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3650
 JU3650.The geoid height was determined by GEOID03.
 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  =   0.99961312
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3650.See file dsdata.txt to determine how the superseded data were derived.
 JU3650
 JU3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5380810006(NAD 83)
 JU3650_MARKER: Z = SEE DESCRIPTION
 JU3650_SETTING: 0 = UNSPECIFIED SETTING
 JU3650
 JU3650  HISTORY     - Date     Condition        Report By
 JU3650  HISTORY     - 1961     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1431 ***********************************************************************
 HU1431  DESIGNATION -  MUDDY CREEK 1841
 HU1431  PID         -  HU1431
 HU1431  STATE/COUNTY-  DE/KENT
 HU1431  USGS QUAD   -  MISPILLION RIVER (1993)
 HU1431
 HU1431                         *CURRENT SURVEY CONTROL
 HU1431  ___________________________________________________________________
 HU1431* NAD 83(1991)-  38 59 02.16379(N)    075 18 46.67488(W)     ADJUSTED  
 HU1431* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HU1431  ___________________________________________________________________
 HU1431  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HU1431  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1431
 HU1431.The geoid height was determined by GEOID03.
 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 1842                          345 01 18.2
 HU1431:SPC NJ       -  DEEP WATER 1842                          345 35 54.4
 HU1431:UTM  18      -  DEEP WATER 1842                          345 17 01.9
 HU1431
 HU1431|---------------------------------------------------------------------|
 HU1431| PID    Reference Object                     Distance      Geod. Az  |
 HU1431|                                                           dddmmss.s |
 HU1431| JU3384 DEEP WATER 1842                     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
 HU1431.Superseded values are not recommended for survey control.
 HU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1431.See file dsdata.txt to determine how the superseded data were derived.
 HU1431
 HU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7289415040(NAD 83)
 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 = MARCH  2, 2009
 JU4250 ***********************************************************************
 JU4250  DESIGNATION -  MURDERKILL R FRONT RANGE LIGHT
 JU4250  PID         -  JU4250
 JU4250  STATE/COUNTY-  DE/KENT
 JU4250  USGS QUAD   -  FREDERICA (1993)
 JU4250
 JU4250                         *CURRENT SURVEY CONTROL
 JU4250  ___________________________________________________________________
 JU4250* NAD 83(1991)-  39 03 26.80781(N)    075 23 56.46582(W)     NO CHECK  
 JU4250* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU4250  ___________________________________________________________________
 JU4250  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU4250  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU4250  HORZ ORDER  -  THIRD
 JU4250
 JU4250.The horizontal coordinates were established by classical geodetic methods
 JU4250.and adjusted by the National Geodetic Survey in June 1992.
 JU4250.No horizontal observational check was made to the station.
 JU4250
 JU4250.The orthometric height was scaled from a topographic map.
 JU4250
 JU4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4250
 JU4250.The geoid height was determined by GEOID03.
 JU4250
 JU4250;                    North         East     Units Scale Factor Converg.
 JU4250;SPC DE       -   117,383.022   201,527.571   MT  0.99999503   +0 00 40.0
 JU4250;SPC DE       -   385,114.13    661,178.37   sFT  0.99999503   +0 00 40.0
 JU4250;UTM  18      - 4,323,227.275   465,476.206   MT  0.99961468   -0 15 05.1
 JU4250
 JU4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4250!SPC DE       -   1.00000427  x   0.99999503  =   0.99999930
 JU4250!UTM  18      -   1.00000427  x   0.99961468  =   0.99961895
 JU4250
 JU4250                          SUPERSEDED SURVEY CONTROL
 JU4250
 JU4250.No superseded survey control is available for this station.
 JU4250
 JU4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6547623227(NAD 83)
 JU4250_MARKER: 13 = LIGHTHOUSE
 JU4250_MARK LOGO: NOS   
 JU4250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4250+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4250
 JU4250  HISTORY     - Date     Condition        Report By
 JU4250  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU4250
 JU4250                          STATION DESCRIPTION
 JU4250
 JU4250'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4250'THE STATION IS A NAVIGATION LIGHT LOCATED ON THE NW BANK OF MURDERKILL
 JU4250'RIVER IN BOWERS, DELAWARE.
 JU4250'TO REACH STATION PROCEED BY BOAT.
 JU4250'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---QK FL W---
 JU4250'LIGHT ATOP A FOUR-LEGGED SKELETON TOWER.  A RED AND WHITE RANGE MARKER
 JU4250'IS ATTACHED TO THE E SIDE OF THE TOWER.  REFER TO 1982 LIGHT LIST NO.
 JU4250'2160.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3380 ***********************************************************************
 JU3380  DESIGNATION -  MURDERKILL R REAR RANGE LIGHT
 JU3380  PID         -  JU3380
 JU3380  STATE/COUNTY-  DE/KENT
 JU3380  USGS QUAD   -  FREDERICA (1993)
 JU3380
 JU3380                         *CURRENT SURVEY CONTROL
 JU3380  ___________________________________________________________________
 JU3380* NAD 83(1991)-  39 03 18.40607(N)    075 24 22.65110(W)     ADJUSTED  
 JU3380* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU3380  ___________________________________________________________________
 JU3380  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU3380  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3380
 JU3380.The geoid height was determined by GEOID03.
 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       -   1.00000218  x   0.99999501  =   0.99999719
 JU3380!SPC NJ       -   1.00000218  x   0.99997574  =   0.99997792
 JU3380!UTM  18      -   1.00000218  x   0.99961522  =   0.99961740
 JU3380
 JU3380                          SUPERSEDED SURVEY CONTROL
 JU3380
 JU3380  NAD 83(1986)-  39 03 18.39645(N)    075 24 22.65845(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3380.See file dsdata.txt to determine how the superseded data were derived.
 JU3380
 JU3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6484622971(NAD 83)
 JU3380_MARKER: 13 = LIGHTHOUSE
 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 = MARCH  2, 2009
 HU1421 ***********************************************************************
 HU1421  DESIGNATION -  MUSTARD
 HU1421  PID         -  HU1421
 HU1421  STATE/COUNTY-  DE/SUSSEX
 HU1421  USGS QUAD   -  FAIRMOUNT (1991)
 HU1421
 HU1421                         *CURRENT SURVEY CONTROL
 HU1421  ___________________________________________________________________
 HU1421* NAD 83(1991)-  38 40 23.20032(N)    075 08 06.74992(W)     ADJUSTED  
 HU1421* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 HU1421  ___________________________________________________________________
 HU1421  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HU1421  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1421
 HU1421.The geoid height was determined by GEOID03.
 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       -  ARNOLDS BARN CUPOLA                      007 59 52.7
 HU1421:UTM  18      -  ARNOLDS BARN CUPOLA                      008 15 30.1
 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  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG    3  
 HU1421
 HU1421.Superseded values are not recommended for survey control.
 HU1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1421.See file dsdata.txt to determine how the superseded data were derived.
 HU1421
 HU1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8823880511(NAD 83)
 HU1421_MARKER: DS = TRIANGULATION STATION DISK
 HU1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1321 ***********************************************************************
 JU1321  DESIGNATION -  N 11
 JU1321  PID         -  JU1321
 JU1321  STATE/COUNTY-  DE/KENT
 JU1321  USGS QUAD   -  MARYDEL (1993)
 JU1321
 JU1321                         *CURRENT SURVEY CONTROL
 JU1321  ___________________________________________________________________
 JU1321* NAD 83(1986)-  39 02 00.     (N)    075 43 10.     (W)     SCALED    
 JU1321* NAVD 88     -        18.561  (meters)      60.90   (feet)  ADJUSTED  
 JU1321  ___________________________________________________________________
 JU1321  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 JU1321  DYNAMIC HT  -          18.551 (meters)      60.86  (feet)  COMP
 JU1321  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 JU1321
 JU1321  VERT ORDER  -  SECOND    CLASS 0
 JU1321
 JU1321.The horizontal coordinates were scaled from a topographic map and have
 JU1321.an estimated accuracy of +/- 6 seconds.
 JU1321
 JU1321.The orthometric height was determined by differential leveling
 JU1321.and adjusted in June 1991.
 JU1321
 JU1321.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1321
 JU1321  NGVD 29 (??/??/??)   18.799  (m)           61.68   (f) ADJUSTED    2 0
 JU1321
 JU1321.Superseded values are not recommended for survey control.
 JU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1321.See file dsdata.txt to determine how the superseded data were derived.
 JU1321
 JU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377207(NAD 83)
 JU1321_MARKER: DB = BENCH MARK DISK
 JU1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1321_STAMPING: N 11 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1322 ***********************************************************************
 JU1322  DESIGNATION -  N 11 RESET
 JU1322  PID         -  JU1322
 JU1322  STATE/COUNTY-  DE/KENT
 JU1322  USGS QUAD   -  MARYDEL (1993)
 JU1322
 JU1322                         *CURRENT SURVEY CONTROL
 JU1322  ___________________________________________________________________
 JU1322* NAD 83(1986)-  39 02 00.     (N)    075 43 10.     (W)     SCALED    
 JU1322* NAVD 88     -        18.49   (meters)      60.7    (feet)  RESET     
 JU1322  ___________________________________________________________________
 JU1322  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 JU1322  VERT ORDER  -  THIRD
 JU1322
 JU1322.The horizontal coordinates were scaled from a topographic map and have
 JU1322.an estimated accuracy of +/- 6 seconds.
 JU1322
 JU1322.The orthometric height was computed from unverified reset data.
 JU1322.No vertical observational check was made to the station.
 JU1322
 JU1322.The geoid height was determined by GEOID03.
 JU1322
 JU1322;                    North         East    Units  Estimated Accuracy
 JU1322;SPC DE       -   114,750.      173,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1322.See file dsdata.txt to determine how the superseded data were derived.
 JU1322
 JU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377207(NAD 83)
 JU1322_MARKER: DB = BENCH MARK DISK
 JU1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1322_STAMPING: N 11 RESET 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1266 ***********************************************************************
 JU1266  DESIGNATION -  N 12
 JU1266  PID         -  JU1266
 JU1266  STATE/COUNTY-  DE/KENT
 JU1266  USGS QUAD   -  KENTON (1993)
 JU1266
 JU1266                         *CURRENT SURVEY CONTROL
 JU1266  ___________________________________________________________________
 JU1266* NAD 83(1986)-  39 07 31.     (N)    075 44 35.     (W)     SCALED    
 JU1266* NAVD 88     -        18.568  (meters)      60.92   (feet)  ADJUSTED  
 JU1266  ___________________________________________________________________
 JU1266  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JU1266  DYNAMIC HT  -          18.558 (meters)      60.89  (feet)  COMP
 JU1266  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 JU1266
 JU1266  VERT ORDER  -  SECOND    CLASS 0
 JU1266
 JU1266.The horizontal coordinates were scaled from a topographic map and have
 JU1266.an estimated accuracy of +/- 6 seconds.
 JU1266
 JU1266.The orthometric height was determined by differential leveling
 JU1266.and adjusted in June 1991.
 JU1266
 JU1266.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1266
 JU1266  NGVD 29 (??/??/??)   18.805  (m)           61.70   (f) ADJUSTED    2 0
 JU1266
 JU1266.Superseded values are not recommended for survey control.
 JU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1266.See file dsdata.txt to determine how the superseded data were derived.
 JU1266
 JU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ357309(NAD 83)
 JU1266_MARKER: DB = BENCH MARK DISK
 JU1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1266_STAMPING: N 12 1942
 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 = MARCH  2, 2009
 JU1245 ***********************************************************************
 JU1245  DESIGNATION -  N 14
 JU1245  PID         -  JU1245
 JU1245  STATE/COUNTY-  DE/KENT
 JU1245  USGS QUAD   -  SMYRNA (1993)
 JU1245
 JU1245                         *CURRENT SURVEY CONTROL
 JU1245  ___________________________________________________________________
 JU1245* NAD 83(1986)-  39 19 26.     (N)    075 30 47.     (W)     SCALED    
 JU1245* NAVD 88     -         2.107  (meters)       6.91   (feet)  ADJUSTED  
 JU1245  ___________________________________________________________________
 JU1245  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU1245  DYNAMIC HT  -           2.106 (meters)       6.91  (feet)  COMP
 JU1245  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 JU1245
 JU1245  VERT ORDER  -  THIRD
 JU1245
 JU1245.The horizontal coordinates were scaled from a topographic map and have
 JU1245.an estimated accuracy of +/- 6 seconds.
 JU1245
 JU1245.The orthometric height was determined by differential leveling
 JU1245.and adjusted in June 1991.
 JU1245
 JU1245.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1245
 JU1245  NGVD 29 (??/??/??)    2.308  (m)            7.57   (f) ADJUSTED    3 0
 JU1245
 JU1245.Superseded values are not recommended for survey control.
 JU1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1245.See file dsdata.txt to determine how the superseded data were derived.
 JU1245
 JU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ557528(NAD 83)
 JU1245_MARKER: DB = BENCH MARK DISK
 JU1245_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1245+WITH SETTING: INTO GROUND
 JU1245_STAMPING: N 14 1946
 JU1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1245+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1216 ***********************************************************************
 HU1216  DESIGNATION -  N 2 RESET
 HU1216  PID         -  HU1216
 HU1216  STATE/COUNTY-  DE/KENT
 HU1216  USGS QUAD   -  HARRINGTON (1993)
 HU1216
 HU1216                         *CURRENT SURVEY CONTROL
 HU1216  ___________________________________________________________________
 HU1216* NAD 83(1986)-  38 58 18.     (N)    075 34 43.     (W)     SCALED    
 HU1216* NAVD 88     -        14.98   (+/-2cm)      49.1    (feet)  VERTCON   
 HU1216  ___________________________________________________________________
 HU1216  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 HU1216  VERT ORDER  -  THIRD (See Below)
 HU1216
 HU1216.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1216
 HU1216.The geoid height was determined by GEOID03.
 HU1216
 HU1216;                    North         East    Units  Estimated Accuracy
 HU1216;SPC DE       -   107,870.      185,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1216.See file dsdata.txt to determine how the superseded data were derived.
 HU1216
 HU1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498137(NAD 83)
 HU1216_MARKER: DB = BENCH MARK DISK
 HU1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU1216_STAMPING: N 2 RESET 1975
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1382 ***********************************************************************
 JU1382  DESIGNATION -  N 22
 JU1382  PID         -  JU1382
 JU1382  STATE/COUNTY-  DE/NEW CASTLE
 JU1382  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1382
 JU1382                         *CURRENT SURVEY CONTROL
 JU1382  ___________________________________________________________________
 JU1382* NAD 83(1986)-  39 43 45.     (N)    075 34 13.     (W)     SCALED    
 JU1382* NAVD 88     -         2.155  (meters)       7.07   (feet)  ADJUSTED  
 JU1382  ___________________________________________________________________
 JU1382  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1382  DYNAMIC HT  -           2.154 (meters)       7.07  (feet)  COMP
 JU1382  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 JU1382
 JU1382  VERT ORDER  -  FIRST     CLASS II
 JU1382
 JU1382.The horizontal coordinates were scaled from a topographic map and have
 JU1382.an estimated accuracy of +/- 6 seconds.
 JU1382
 JU1382.The orthometric height was determined by differential leveling
 JU1382.and adjusted in June 1991.
 JU1382
 JU1382.The geoid height was determined by GEOID03.
 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.      186,830.      MT  (+/- 180 meters Scaled)
 JU1382
 JU1382                          SUPERSEDED SURVEY CONTROL
 JU1382
 JU1382  NGVD 29 (01/10/92)    2.412  (m)            7.91   (f) ADJUSTED    1 2
 JU1382
 JU1382.Superseded values are not recommended for survey control.
 JU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1382.See file dsdata.txt to determine how the superseded data were derived.
 JU1382
 JU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511978(NAD 83)
 JU1382_MARKER: DB = BENCH MARK DISK
 JU1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1382_SP_SET: CULVERT
 JU1382_STAMPING: N 22 1959
 JU1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1382
 JU1382  HISTORY     - Date     Condition        Report By
 JU1382  HISTORY     - 1959     MONUMENTED       CGS
 JU1382  HISTORY     - 1963     GOOD             CGS
 JU1382  HISTORY     - 1979     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0111 ***********************************************************************
 HU0111  DESIGNATION -  N 27
 HU0111  PID         -  HU0111
 HU0111  STATE/COUNTY-  DE/SUSSEX
 HU0111  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0111
 HU0111                         *CURRENT SURVEY CONTROL
 HU0111  ___________________________________________________________________
 HU0111* NAD 83(1986)-  38 38 41.     (N)    075 04 03.     (W)     SCALED    
 HU0111* NAVD 88     -         2.310  (meters)       7.58   (feet)  ADJUSTED  
 HU0111  ___________________________________________________________________
 HU0111  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 HU0111  DYNAMIC HT  -           2.309 (meters)       7.58  (feet)  COMP
 HU0111  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 HU0111
 HU0111  VERT ORDER  -  SECOND    CLASS 0
 HU0111
 HU0111.The horizontal coordinates were scaled from a topographic map and have
 HU0111.an estimated accuracy of +/- 6 seconds.
 HU0111
 HU0111.The orthometric height was determined by differential leveling
 HU0111.and adjusted in June 1991.
 HU0111
 HU0111.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0111
 HU0111  NGVD 29 (??/??/??)    2.546  (m)            8.35   (f) ADJUSTED    2 0
 HU0111
 HU0111.Superseded values are not recommended for survey control.
 HU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0111.See file dsdata.txt to determine how the superseded data were derived.
 HU0111
 HU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941773(NAD 83)
 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_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 = MARCH  2, 2009
 HU0151 ***********************************************************************
 HU0151  DESIGNATION -  N 28
 HU0151  PID         -  HU0151
 HU0151  STATE/COUNTY-  DE/SUSSEX
 HU0151  USGS QUAD   -  FRANKFORD (1991)
 HU0151
 HU0151                         *CURRENT SURVEY CONTROL
 HU0151  ___________________________________________________________________
 HU0151* NAD 83(1986)-  38 30 15.     (N)    075 13 58.     (W)     SCALED    
 HU0151* NAVD 88     -         9.605  (meters)      31.51   (feet)  ADJUSTED  
 HU0151  ___________________________________________________________________
 HU0151  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 HU0151  DYNAMIC HT  -           9.599 (meters)      31.49  (feet)  COMP
 HU0151  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 HU0151
 HU0151  VERT ORDER  -  SECOND    CLASS 0
 HU0151
 HU0151.The horizontal coordinates were scaled from a topographic map and have
 HU0151.an estimated accuracy of +/- 6 seconds.
 HU0151
 HU0151.The orthometric height was determined by differential leveling
 HU0151.and adjusted in June 1991.
 HU0151
 HU0151.The geoid height was determined by GEOID03.
 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       -    55,980.      216,040.      MT  (+/- 180 meters Scaled)
 HU0151
 HU0151                          SUPERSEDED SURVEY CONTROL
 HU0151
 HU0151  NGVD 29 (??/??/??)    9.845  (m)           32.30   (f) ADJUSTED    2 0
 HU0151
 HU0151.Superseded values are not recommended for survey control.
 HU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0151.See file dsdata.txt to determine how the superseded data were derived.
 HU0151
 HU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH797617(NAD 83)
 HU0151_MARKER: DB = BENCH MARK DISK
 HU0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0151_SP_SET: BRIDGE
 HU0151_STAMPING: N 28 1962
 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 = MARCH  2, 2009
 HU0071 ***********************************************************************
 HU0071  DESIGNATION -  N 29
 HU0071  PID         -  HU0071
 HU0071  STATE/COUNTY-  DE/SUSSEX
 HU0071  USGS QUAD   -  MILTON (1992)
 HU0071
 HU0071                         *CURRENT SURVEY CONTROL
 HU0071  ___________________________________________________________________
 HU0071* NAD 83(1986)-  38 45 41.     (N)    075 16 01.     (W)     SCALED    
 HU0071* NAVD 88     -         2.865  (meters)       9.40   (feet)  ADJUSTED  
 HU0071  ___________________________________________________________________
 HU0071  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU0071  DYNAMIC HT  -           2.863 (meters)       9.39  (feet)  COMP
 HU0071  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HU0071
 HU0071  VERT ORDER  -  FIRST     CLASS II
 HU0071
 HU0071.The horizontal coordinates were scaled from a topographic map and have
 HU0071.an estimated accuracy of +/- 6 seconds.
 HU0071
 HU0071.The orthometric height was determined by differential leveling
 HU0071.and adjusted in June 1991.
 HU0071
 HU0071.The geoid height was determined by GEOID03.
 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       -    84,530.      213,010.      MT  (+/- 180 meters Scaled)
 HU0071
 HU0071                          SUPERSEDED SURVEY CONTROL
 HU0071
 HU0071  NGVD 29 (??/??/??)    3.104  (m)           10.18   (f) ADJUSTED    1 2
 HU0071
 HU0071.Superseded values are not recommended for survey control.
 HU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0071.See file dsdata.txt to determine how the superseded data were derived.
 HU0071
 HU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH768903(NAD 83)
 HU0071_MARKER: DB = BENCH MARK DISK
 HU0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0071_SP_SET: BRIDGE
 HU0071_STAMPING: N 29 1962
 HU0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0071+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 HU0071
 HU0071  HISTORY     - Date     Condition        Report By
 HU0071  HISTORY     - 1962     MONUMENTED       CGS
 HU0071  HISTORY     - 1981     GOOD             UDE
 HU0071  HISTORY     - 20040828 GOOD             USPSQD
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1374 ***********************************************************************
 JU1374  DESIGNATION -  N 3
 JU1374  PID         -  JU1374
 JU1374  STATE/COUNTY-  DE/NEW CASTLE
 JU1374  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1374
 JU1374                         *CURRENT SURVEY CONTROL
 JU1374  ___________________________________________________________________
 JU1374* NAD 83(1986)-  39 44 21.     (N)    075 33 29.     (W)     SCALED    
 JU1374* NAVD 88     -         9.631  (meters)      31.60   (feet)  ADJUSTED  
 JU1374  ___________________________________________________________________
 JU1374  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1374  DYNAMIC HT  -           9.627 (meters)      31.58  (feet)  COMP
 JU1374  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 JU1374
 JU1374  VERT ORDER  -  FIRST     CLASS II
 JU1374
 JU1374.The horizontal coordinates were scaled from a topographic map and have
 JU1374.an estimated accuracy of +/- 6 seconds.
 JU1374
 JU1374.The orthometric height was determined by differential leveling
 JU1374.and adjusted in June 1991.
 JU1374.WARNING-Repeat measurements at this control monument indicate possible
 JU1374.vertical movement.
 JU1374
 JU1374.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1374
 JU1374  NGVD 29 (01/10/92)    9.892  (m)           32.45   (f) ADJUSTED    1 2
 JU1374
 JU1374.Superseded values are not recommended for survey control.
 JU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1374.See file dsdata.txt to determine how the superseded data were derived.
 JU1374
 JU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ521989(NAD 83)
 JU1374_MARKER: DB = BENCH MARK DISK
 JU1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1374_SP_SET: BASE
 JU1374_STAMPING: 32.723 N 3 1931
 JU1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0181 ***********************************************************************
 HU0181  DESIGNATION -  N 30
 HU0181  PID         -  HU0181
 HU0181  STATE/COUNTY-  DE/SUSSEX
 HU0181  USGS QUAD   -  MISPILLION RIVER (1993)
 HU0181
 HU0181                         *CURRENT SURVEY CONTROL
 HU0181  ___________________________________________________________________
 HU0181* NAD 83(1986)-  38 52 50.     (N)    075 20 07.     (W)     SCALED    
 HU0181* NAVD 88     -         4.849  (meters)      15.91   (feet)  ADJUSTED  
 HU0181  ___________________________________________________________________
 HU0181  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU0181  DYNAMIC HT  -           4.846 (meters)      15.90  (feet)  COMP
 HU0181  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 HU0181
 HU0181  VERT ORDER  -  SECOND    CLASS 0
 HU0181
 HU0181.The horizontal coordinates were scaled from a topographic map and have
 HU0181.an estimated accuracy of +/- 6 seconds.
 HU0181
 HU0181.The orthometric height was determined by differential leveling
 HU0181.and adjusted in June 1991.
 HU0181
 HU0181.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0181
 HU0181  NGVD 29 (??/??/??)    5.088  (m)           16.69   (f) ADJUSTED    2 0
 HU0181
 HU0181.Superseded values are not recommended for survey control.
 HU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0181.See file dsdata.txt to determine how the superseded data were derived.
 HU0181
 HU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ709035(NAD 83)
 HU0181_MARKER: DB = BENCH MARK DISK
 HU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0181_STAMPING: N 30 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0778 ***********************************************************************
 HU0778  DESIGNATION -  N 33
 HU0778  PID         -  HU0778
 HU0778  STATE/COUNTY-  DE/SUSSEX
 HU0778  USGS QUAD   -  LAUREL (1992)
 HU0778
 HU0778                         *CURRENT SURVEY CONTROL
 HU0778  ___________________________________________________________________
 HU0778* NAD 83(1986)-  38 35 47.     (N)    075 35 37.     (W)     SCALED    
 HU0778* NAVD 88     -        10.171  (meters)      33.37   (feet)  ADJUSTED  
 HU0778  ___________________________________________________________________
 HU0778  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU0778  DYNAMIC HT  -          10.164 (meters)      33.35  (feet)  COMP
 HU0778  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 HU0778
 HU0778  VERT ORDER  -  FIRST     CLASS I
 HU0778
 HU0778.The horizontal coordinates were scaled from a topographic map and have
 HU0778.an estimated accuracy of +/- 6 seconds.
 HU0778
 HU0778.The orthometric height was determined by differential leveling
 HU0778.and adjusted in June 1991.
 HU0778
 HU0778.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0778
 HU0778  NGVD 29 (??/??/??)   10.419  (m)           34.18   (f) ADJUSTED    1 1
 HU0778
 HU0778.Superseded values are not recommended for survey control.
 HU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0778.See file dsdata.txt to determine how the superseded data were derived.
 HU0778
 HU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH483721(NAD 83)
 HU0778_MARKER: DB = BENCH MARK DISK
 HU0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0778_STAMPING: N 33 1963
 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 = MARCH  2, 2009
 JU1071 ***********************************************************************
 JU1071  DESIGNATION -  N 34
 JU1071  PID         -  JU1071
 JU1071  STATE/COUNTY-  DE/NEW CASTLE
 JU1071  USGS QUAD   -  MIDDLETOWN (1993)
 JU1071
 JU1071                         *CURRENT SURVEY CONTROL
 JU1071  ___________________________________________________________________
 JU1071* NAD 83(1991)-  39 25 14.33962(N)    075 42 35.89400(W)     ADJUSTED  
 JU1071* NAVD 88     -        17.742  (meters)      58.21   (feet)  ADJUSTED  
 JU1071  ___________________________________________________________________
 JU1071  X           -   1,217,809.930 (meters)                     COMP
 JU1071  Y           -  -4,781,134.714 (meters)                     COMP
 JU1071  Z           -   4,028,491.746 (meters)                     COMP
 JU1071  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU1071  ELLIP HEIGHT-         -15.821 (meters)          (12/29/05) ADJUSTED
 JU1071  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU1071  DYNAMIC HT  -          17.733 (meters)      58.18  (feet)  COMP
 JU1071  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 JU1071
 JU1071  HORZ ORDER  -  FIRST
 JU1071  VERT ORDER  -  FIRST     CLASS I
 JU1071  ELLP ORDER  -  FOURTH    CLASS I
 JU1071
 JU1071.The horizontal coordinates were established by GPS observations
 JU1071.and adjusted by the JMT ENGINEERING in December 2005.
 JU1071
 JU1071.The orthometric height was determined by differential leveling
 JU1071.and adjusted in June 1991.
 JU1071
 JU1071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1071
 JU1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1071
 JU1071.The ellipsoidal height was determined by GPS observations
 JU1071.and is referenced to NAD 83.
 JU1071
 JU1071.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1071;SPC DE       -   157,746.568   174,743.372   MT  1.00000285   -0 11 10.5
 JU1071;SPC DE       -   517,540.20    573,303.88   sFT  1.00000285   -0 11 10.5
 JU1071;UTM  18      - 4,363,698.684   438,887.774   MT  0.99964598   -0 27 03.1
 JU1071
 JU1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1071!SPC DE       -   1.00000248  x   1.00000285  =   1.00000533
 JU1071!UTM  18      -   1.00000248  x   0.99964598  =   0.99964846
 JU1071
 JU1071                          SUPERSEDED SURVEY CONTROL
 JU1071
 JU1071  NAVD 88 (12/29/05)   17.74   (m)           58.2    (f) LEVELING    3  
 JU1071  NGVD 29 (??/??/??)   17.983  (m)           59.00   (f) ADJUSTED    1 1
 JU1071
 JU1071.Superseded values are not recommended for survey control.
 JU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1071.See file dsdata.txt to determine how the superseded data were derived.
 JU1071
 JU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3888863699(NAD 83)
 JU1071_MARKER: DB = BENCH MARK DISK
 JU1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1071_STAMPING: N 34 1963
 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 - October 07, 2005
 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
 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' 
 JU1071' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0864 ***********************************************************************
 HU0864  DESIGNATION -  N 35
 HU0864  PID         -  HU0864
 HU0864  STATE/COUNTY-  DE/KENT
 HU0864  USGS QUAD   -  HARRINGTON (1993)
 HU0864
 HU0864                         *CURRENT SURVEY CONTROL
 HU0864  ___________________________________________________________________
 HU0864* NAD 83(1986)-  38 55 48.     (N)    075 34 39.     (W)     SCALED    
 HU0864* NAVD 88     -        17.534  (meters)      57.53   (feet)  ADJUSTED  
 HU0864  ___________________________________________________________________
 HU0864  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 HU0864  DYNAMIC HT  -          17.523 (meters)      57.49  (feet)  COMP
 HU0864  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 HU0864
 HU0864  VERT ORDER  -  FIRST     CLASS I
 HU0864
 HU0864.The horizontal coordinates were scaled from a topographic map and have
 HU0864.an estimated accuracy of +/- 6 seconds.
 HU0864
 HU0864.The orthometric height was determined by differential leveling
 HU0864.and adjusted in June 1991.
 HU0864
 HU0864.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0864
 HU0864  NGVD 29 (??/??/??)   17.776  (m)           58.32   (f) ADJUSTED    1 1
 HU0864
 HU0864.Superseded values are not recommended for survey control.
 HU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0864.See file dsdata.txt to determine how the superseded data were derived.
 HU0864
 HU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499091(NAD 83)
 HU0864_MARKER: DB = BENCH MARK DISK
 HU0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0864_STAMPING: N 35 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1046 ***********************************************************************
 JU1046  DESIGNATION -  N 36
 JU1046  PID         -  JU1046
 JU1046  STATE/COUNTY-  DE/KENT
 JU1046  USGS QUAD   -  FREDERICA (1993)
 JU1046
 JU1046                         *CURRENT SURVEY CONTROL
 JU1046  ___________________________________________________________________
 JU1046* NAD 83(1986)-  39 03 04.     (N)    075 25 30.     (W)     SCALED    
 JU1046* NAVD 88     -         3.267  (meters)      10.72   (feet)  ADJUSTED  
 JU1046  ___________________________________________________________________
 JU1046  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU1046  DYNAMIC HT  -           3.265 (meters)      10.71  (feet)  COMP
 JU1046  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JU1046
 JU1046  VERT ORDER  -  FIRST     CLASS I
 JU1046
 JU1046.The horizontal coordinates were scaled from a topographic map and have
 JU1046.an estimated accuracy of +/- 6 seconds.
 JU1046
 JU1046.The orthometric height was determined by differential leveling
 JU1046.and adjusted in June 1991.
 JU1046
 JU1046.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1046
 JU1046  NGVD 29 (??/??/??)    3.504  (m)           11.50   (f) ADJUSTED    1 1
 JU1046
 JU1046.Superseded values are not recommended for survey control.
 JU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1046.See file dsdata.txt to determine how the superseded data were derived.
 JU1046
 JU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ632225(NAD 83)
 JU1046_MARKER: DB = BENCH MARK DISK
 JU1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1046_STAMPING: N 36 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1056 ***********************************************************************
 JU1056  DESIGNATION -  N 37
 JU1056  PID         -  JU1056
 JU1056  STATE/COUNTY-  DE/KENT
 JU1056  USGS QUAD   -  LITTLE CREEK (1993)
 JU1056
 JU1056                         *CURRENT SURVEY CONTROL
 JU1056  ___________________________________________________________________
 JU1056* NAD 83(1986)-  39 07 52.     (N)    075 29 31.     (W)     SCALED    
 JU1056* NAVD 88     -        10.769  (meters)      35.33   (feet)  ADJUSTED  
 JU1056  ___________________________________________________________________
 JU1056  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU1056  DYNAMIC HT  -          10.763 (meters)      35.31  (feet)  COMP
 JU1056  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 JU1056
 JU1056  VERT ORDER  -  FIRST     CLASS I
 JU1056
 JU1056.The horizontal coordinates were scaled from a topographic map and have
 JU1056.an estimated accuracy of +/- 6 seconds.
 JU1056
 JU1056.The orthometric height was determined by differential leveling
 JU1056.and adjusted in June 1991.
 JU1056
 JU1056.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1056
 JU1056  NGVD 29 (??/??/??)   11.006  (m)           36.11   (f) ADJUSTED    1 1
 JU1056
 JU1056.Superseded values are not recommended for survey control.
 JU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1056.See file dsdata.txt to determine how the superseded data were derived.
 JU1056
 JU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ574314(NAD 83)
 JU1056_MARKER: DB = BENCH MARK DISK
 JU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1056_STAMPING: N 37 1963
 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 = MARCH  2, 2009
 JU1057 ***********************************************************************
 JU1057  DESIGNATION -  N 37 RESET
 JU1057  PID         -  JU1057
 JU1057  STATE/COUNTY-  DE/KENT
 JU1057  USGS QUAD   -  LITTLE CREEK (1993)
 JU1057
 JU1057                         *CURRENT SURVEY CONTROL
 JU1057  ___________________________________________________________________
 JU1057* NAD 83(1986)-  39 07 52.     (N)    075 29 31.     (W)     SCALED    
 JU1057* NAVD 88     -        10.61   (meters)      34.8    (feet)  RESET     
 JU1057  ___________________________________________________________________
 JU1057  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU1057  VERT ORDER  -  THIRD
 JU1057
 JU1057.The horizontal coordinates were scaled from a topographic map and have
 JU1057.an estimated accuracy of +/- 6 seconds.
 JU1057
 JU1057.The orthometric height was computed from unverified reset data.
 JU1057.No vertical observational check was made to the station.
 JU1057
 JU1057.The geoid height was determined by GEOID03.
 JU1057
 JU1057;                    North         East    Units  Estimated Accuracy
 JU1057;SPC DE       -   125,560.      193,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1057.See file dsdata.txt to determine how the superseded data were derived.
 JU1057
 JU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ574314(NAD 83)
 JU1057_MARKER: DB = BENCH MARK DISK
 JU1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1057_SP_SET: CONCRETE POST
 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       DOD
 JU1057  HISTORY     - 19901105 GOOD             NGS
 JU1057
 JU1057                          STATION DESCRIPTION
 JU1057
 JU1057'DESCRIBED BY US DEPARTMENT OF DEFENSE 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 = MARCH  2, 2009
 JU1927 ***********************************************************************
 JU1927  DESIGNATION -  N 38
 JU1927  PID         -  JU1927
 JU1927  STATE/COUNTY-  DE/NEW CASTLE
 JU1927  USGS QUAD   -  SAINT GEORGES (1993)
 JU1927
 JU1927                         *CURRENT SURVEY CONTROL
 JU1927  ___________________________________________________________________
 JU1927* NAD 83(1986)-  39 33 52.     (N)    075 41 54.     (W)     SCALED    
 JU1927* NAVD 88     -        23.474  (meters)      77.01   (feet)  ADJUSTED  
 JU1927  ___________________________________________________________________
 JU1927  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JU1927  DYNAMIC HT  -          23.462 (meters)      76.97  (feet)  COMP
 JU1927  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 JU1927
 JU1927  VERT ORDER  -  FIRST     CLASS I
 JU1927
 JU1927.The horizontal coordinates were scaled from a topographic map and have
 JU1927.an estimated accuracy of +/- 6 seconds.
 JU1927
 JU1927.The orthometric height was determined by differential leveling
 JU1927.and adjusted in June 1991.
 JU1927
 JU1927.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1927
 JU1927  NGVD 29 (??/??/??)   23.713  (m)           77.80   (f) ADJUSTED    1 1
 JU1927
 JU1927.Superseded values are not recommended for survey control.
 JU1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1927.See file dsdata.txt to determine how the superseded data were derived.
 JU1927
 JU1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ400796(NAD 83)
 JU1927_MARKER: DB = BENCH MARK DISK
 JU1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1927_STAMPING: N 38 1963
 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 = MARCH  2, 2009
 JU1785 ***********************************************************************
 JU1785  DESIGNATION -  N 39
 JU1785  PID         -  JU1785
 JU1785  STATE/COUNTY-  DE/NEW CASTLE
 JU1785  USGS QUAD   -  SAINT GEORGES (1993)
 JU1785
 JU1785                         *CURRENT SURVEY CONTROL
 JU1785  ___________________________________________________________________
 JU1785* NAD 83(1986)-  39 35 27.     (N)    075 38 46.     (W)     SCALED    
 JU1785* NAVD 88     -        18.778  (meters)      61.61   (feet)  ADJUSTED  
 JU1785  ___________________________________________________________________
 JU1785  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU1785  DYNAMIC HT  -          18.769 (meters)      61.58  (feet)  COMP
 JU1785  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 JU1785
 JU1785  VERT ORDER  -  FIRST     CLASS I
 JU1785
 JU1785.The horizontal coordinates were scaled from a topographic map and have
 JU1785.an estimated accuracy of +/- 6 seconds.
 JU1785
 JU1785.The orthometric height was determined by differential leveling
 JU1785.and adjusted in June 1991.
 JU1785
 JU1785.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1785
 JU1785  NGVD 29 (01/10/92)   19.021  (m)           62.40   (f) ADJUSTED    1 1
 JU1785
 JU1785.Superseded values are not recommended for survey control.
 JU1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1785.See file dsdata.txt to determine how the superseded data were derived.
 JU1785
 JU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ445825(NAD 83)
 JU1785_MARKER: DB = BENCH MARK DISK
 JU1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1785_STAMPING: N 39 1963
 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 = MARCH  2, 2009
 JU2201 ***********************************************************************
 JU2201  DESIGNATION -  N 41
 JU2201  PID         -  JU2201
 JU2201  STATE/COUNTY-  DE/NEW CASTLE
 JU2201  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2201
 JU2201                         *CURRENT SURVEY CONTROL
 JU2201  ___________________________________________________________________
 JU2201* NAD 83(1986)-  39 41 31.     (N)    075 31 52.     (W)     SCALED    
 JU2201* NAVD 88     -         2.135  (meters)       7.00   (feet)  ADJUSTED  
 JU2201  ___________________________________________________________________
 JU2201  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2201  DYNAMIC HT  -           2.134 (meters)       7.00  (feet)  COMP
 JU2201  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 JU2201
 JU2201  VERT ORDER  -  FIRST     CLASS II
 JU2201
 JU2201.The horizontal coordinates were scaled from a topographic map and have
 JU2201.an estimated accuracy of +/- 6 seconds.
 JU2201
 JU2201.The orthometric height was determined by differential leveling
 JU2201.and adjusted in June 1991.
 JU2201
 JU2201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2201.See file dsdata.txt to determine how the superseded data were derived.
 JU2201
 JU2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ544937(NAD 83)
 JU2201_MARKER: I = METAL ROD
 JU2201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2201_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2201_STAMPING: N 41 1979
 JU2201_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0213 ***********************************************************************
 HU0213  DESIGNATION -  N 8
 HU0213  PID         -  HU0213
 HU0213  STATE/COUNTY-  DE/SUSSEX
 HU0213  USGS QUAD   -  MILLSBORO (1992)
 HU0213
 HU0213                         *CURRENT SURVEY CONTROL
 HU0213  ___________________________________________________________________
 HU0213* NAD 83(1986)-  38 32 46.     (N)    075 21 16.     (W)     SCALED    
 HU0213* NAVD 88     -        13.234  (meters)      43.42   (feet)  ADJUSTED  
 HU0213  ___________________________________________________________________
 HU0213  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0213  DYNAMIC HT  -          13.226 (meters)      43.39  (feet)  COMP
 HU0213  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 HU0213
 HU0213  VERT ORDER  -  SECOND    CLASS 0
 HU0213
 HU0213.The horizontal coordinates were scaled from a topographic map and have
 HU0213.an estimated accuracy of +/- 6 seconds.
 HU0213
 HU0213.The orthometric height was determined by differential leveling
 HU0213.and adjusted in June 1991.
 HU0213
 HU0213.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0213
 HU0213  NGVD 29 (??/??/??)   13.473  (m)           44.20   (f) ADJUSTED    2 0
 HU0213
 HU0213.Superseded values are not recommended for survey control.
 HU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0213.See file dsdata.txt to determine how the superseded data were derived.
 HU0213
 HU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH691664(NAD 83)
 HU0213_MARKER: DB = BENCH MARK DISK
 HU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0213_STAMPING: N 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF8888 ***********************************************************************
 AF8888  SACS        -  This is a Secondary Airport Control Station.
 AF8888  DESIGNATION -  N92 A
 AF8888  PID         -  AF8888
 AF8888  STATE/COUNTY-  DE/NEW CASTLE
 AF8888  USGS QUAD   -  SAINT GEORGES (1993)
 AF8888
 AF8888                         *CURRENT SURVEY CONTROL
 AF8888  ___________________________________________________________________
 AF8888* NAD 83(2007)-  39 31 34.37984(N)    075 43 19.00575(W)     ADJUSTED  
 AF8888* NAVD 88     -        19.89   (meters)      65.3    (feet)  GPS OBS   
 AF8888  ___________________________________________________________________
 AF8888  EPOCH DATE  -        2002.00
 AF8888  X           -   1,214,973.437 (meters)                     COMP
 AF8888  Y           -  -4,774,170.152 (meters)                     COMP
 AF8888  Z           -   4,037,540.522 (meters)                     COMP
 AF8888  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AF8888  ELLIP HEIGHT-         -13.430 (meters)          (02/10/07) ADJUSTED
 AF8888  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AF8888
 AF8888  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8888  Type    PID    Designation                      North   East  Ellip
 AF8888  -------------------------------------------------------------------
 AF8888  NETWORK AF8888 N92 A                             0.45   0.67   1.23
 AF8888  -------------------------------------------------------------------
 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 February 2007.
 AF8888
 AF8888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8888.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8888.The horizontal coordinates are valid at the epoch date displayed above.
 AF8888.The epoch date for horizontal control is a decimal equivalence
 AF8888.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 NAVD 88 network.
 AF8888
 AF8888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8888
 AF8888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8888
 AF8888.The ellipsoidal height was determined by GPS observations
 AF8888.and is referenced to NAD 83.
 AF8888
 AF8888.The geoid height was determined by GEOID03.
 AF8888
 AF8888;                    North         East     Units Scale Factor Converg.
 AF8888;SPC DE       -   169,470.459   173,751.852   MT  1.00000348   -0 11 39.4
 AF8888;SPC DE       -   556,004.33    570,050.87   sFT  1.00000348   -0 11 39.4
 AF8888;UTM  18      - 4,375,422.853   437,950.802   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 15.0
 AF8888:UTM  18      -  SUMMIT                                   165 04 09.7
 AF8888
 AF8888|---------------------------------------------------------------------|
 AF8888| PID    Reference Object                     Distance      Geod. Az  |
 AF8888|                                                           dddmmss.s |
 AF8888| JU4001 SUMMIT                              449.217 METERS 1643635.6 |
 AF8888|---------------------------------------------------------------------|
 AF8888
 AF8888                          SUPERSEDED SURVEY CONTROL
 AF8888
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8888.See file dsdata.txt to determine how the superseded data were derived.
 AF8888
 AF8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3795175423(NAD 83)
 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 = MARCH  2, 2009
 JU3317 ***********************************************************************
 JU3317  DESIGNATION -  NAAMAN
 JU3317  PID         -  JU3317
 JU3317  STATE/COUNTY-  DE/NEW CASTLE
 JU3317  USGS QUAD   -  MARCUS HOOK (1993)
 JU3317
 JU3317                         *CURRENT SURVEY CONTROL
 JU3317  ___________________________________________________________________
 JU3317* NAD 83(1991)-  39 48 54.48069(N)    075 27 11.35924(W)     ADJUSTED  
 JU3317* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU3317  ___________________________________________________________________
 JU3317  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JU3317  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3317
 JU3317.The geoid height was determined by GEOID03.
 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       -   1.00000050  x   0.99999512  =   0.99999562
 JU3317!SPC NJ       -   1.00000050  x   0.99998196  =   0.99998246
 JU3317!SPC PA S     -   1.00000050  x   1.00002059  =   1.00002109
 JU3317!UTM  18      -   1.00000050  x   0.99961852  =   0.99961902
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3317.See file dsdata.txt to determine how the superseded data were derived.
 JU3317
 JU3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6121507337(NAD 83)
 JU3317_MARKER: DS = TRIANGULATION STATION DISK
 JU3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0918 ***********************************************************************
 JU0918  DESIGNATION -  NAAMAN AZ MK
 JU0918  PID         -  JU0918
 JU0918  STATE/COUNTY-  DE/NEW CASTLE
 JU0918  USGS QUAD   -  MARCUS HOOK (1993)
 JU0918
 JU0918                         *CURRENT SURVEY CONTROL
 JU0918  ___________________________________________________________________
 JU0918* NAD 83(1986)-  39 48 58.     (N)    075 27 23.     (W)     SCALED    
 JU0918* NAVD 88     -        32.875  (meters)     107.86   (feet)  POSTED    
 JU0918  ___________________________________________________________________
 JU0918  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0918  DYNAMIC HT  -          32.860 (meters)     107.81  (feet)  COMP
 JU0918  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 JU0918
 JU0918  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0918
 JU0918.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU0918.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0918.rate of 0.0 thru 1.0 mm/km.
 JU0918
 JU0918.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0918
 JU0918  NGVD 29 (??/??/??)   33.216  (m)          108.98   (f) ADJUSTED    2 0
 JU0918
 JU0918.Superseded values are not recommended for survey control.
 JU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0918.See file dsdata.txt to determine how the superseded data were derived.
 JU0918
 JU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK609074(NAD 83)
 JU0918_MARKER: DZ = AZIMUTH MARK DISK
 JU0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0918_STAMPING: NAAMAN 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0915 ***********************************************************************
 JU0915  DESIGNATION -  NAY
 JU0915  PID         -  JU0915
 JU0915  STATE/COUNTY-  DE/NEW CASTLE
 JU0915  USGS QUAD   -  MARCUS HOOK (1993)
 JU0915
 JU0915                         *CURRENT SURVEY CONTROL
 JU0915  ___________________________________________________________________
 JU0915* NAD 83(1991)-  39 49 07.31507(N)    075 27 51.26480(W)     ADJUSTED  
 JU0915* NAVD 88     -        52.837  (meters)     173.35   (feet)  POSTED    
 JU0915  ___________________________________________________________________
 JU0915  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 JU0915  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0915  DYNAMIC HT  -          52.810 (meters)     173.26  (feet)  COMP
 JU0915  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU0915
 JU0915  HORZ ORDER  -  SECOND
 JU0915  VERT ORDER  -  * POSTED, Code C , 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  in 1992.
 JU0915.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU0915.rate of 2.1 thru 3.0 mm/km.
 JU0915
 JU0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0915
 JU0915.The geoid height was determined by GEOID03.
 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;                    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       -   0.99999687  x   0.99999520  =   0.99999207
 JU0915!SPC NJ       -   0.99999687  x   0.99998387  =   0.99998074
 JU0915!SPC PA S     -   0.99999687  x   1.00001990  =   1.00001677
 JU0915!UTM  18      -   0.99999687  x   0.99961943  =   0.99961630
 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|---------------------------------------------------------------------|
 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 (??/??/??)   53.180  (m)          174.47   (f) ADJUSTED    2 0
 JU0915
 JU0915.Superseded values are not recommended for survey control.
 JU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0915.See file dsdata.txt to determine how the superseded data were derived.
 JU0915
 JU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6026807738(NAD 83)
 JU0915_MARKER: DE = TRAVERSE STATION DISK
 JU0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0915_SP_SET: SIDEWALK
 JU0915_STAMPING: NAY 1959
 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
 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'ADD: 0.2 MILES SOUTHERN OF CARPENTER ROAD
 JU0915
 JU0915                          STATION RECOVERY (1992)
 JU0915
 JU0915'RECOVERY NOTE BY US POWER SQUADRON 1992
 JU0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7452 ***********************************************************************
 DH7452  DESIGNATION -  NCC01
 DH7452  PID         -  DH7452
 DH7452  STATE/COUNTY-  DE/NEW CASTLE
 DH7452  USGS QUAD   -  MIDDLETOWN (1993)
 DH7452
 DH7452                         *CURRENT SURVEY CONTROL
 DH7452  ___________________________________________________________________
 DH7452* NAD 83(1991)-  39 28 39.87671(N)    075 42 11.26450(W)     ADJUSTED  
 DH7452* NAVD 88     -        19.0    (meters)      62.     (feet)  GPS OBS   
 DH7452  ___________________________________________________________________
 DH7452  X           -   1,217,386.487 (meters)                     COMP
 DH7452  Y           -  -4,777,087.439 (meters)                     COMP
 DH7452  Z           -   4,033,387.339 (meters)                     COMP
 DH7452  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DH7452  ELLIP HEIGHT-         -14.431 (meters)          (12/29/05) ADJUSTED
 DH7452  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DH7452  HORZ ORDER  -  FIRST
 DH7452  ELLP ORDER  -  SECOND    CLASS I
 DH7452
 DH7452.The horizontal coordinates were established by GPS observations
 DH7452.and adjusted by the JMT ENGINEERING in December 2005.
 DH7452
 DH7452.The orthometric height was determined by GPS observations and a
 DH7452.high-resolution geoid model.
 DH7452
 DH7452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7452
 DH7452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7452
 DH7452.The ellipsoidal height was determined by GPS observations
 DH7452.and is referenced to NAD 83.
 DH7452
 DH7452.The geoid height was determined by GEOID03.
 DH7452
 DH7452;                    North         East     Units Scale Factor Converg.
 DH7452;SPC DE       -   164,083.427   175,352.640   MT  1.00000248   -0 10 55.7
 DH7452;SPC DE       -   538,330.38    575,302.79   sFT  1.00000248   -0 10 55.7
 DH7452;UTM  18      - 4,370,030.398   439,526.089   MT  0.99964503   -0 26 49.4
 DH7452
 DH7452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7452!SPC DE       -   1.00000226  x   1.00000248  =   1.00000474
 DH7452!UTM  18      -   1.00000226  x   0.99964503  =   0.99964729
 DH7452
 DH7452                          SUPERSEDED SURVEY CONTROL
 DH7452
 DH7452.No superseded survey control is available for this station.
 DH7452
 DH7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3952670030(NAD 83)
 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 - October 06, 2005
 DH7452
 DH7452  HISTORY     - Date     Condition        Report By
 DH7452  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7451 ***********************************************************************
 DH7451  DESIGNATION -  NCC02
 DH7451  PID         -  DH7451
 DH7451  STATE/COUNTY-  DE/NEW CASTLE
 DH7451  USGS QUAD   -  MIDDLETOWN (1993)
 DH7451
 DH7451                         *CURRENT SURVEY CONTROL
 DH7451  ___________________________________________________________________
 DH7451* NAD 83(1991)-  39 28 44.90916(N)    075 42 22.13566(W)     ADJUSTED  
 DH7451* NAVD 88     -        18.7    (meters)      61.     (feet)  GPS OBS   
 DH7451  ___________________________________________________________________
 DH7451  X           -   1,217,110.289 (meters)                     COMP
 DH7451  Y           -  -4,777,055.746 (meters)                     COMP
 DH7451  Z           -   4,033,506.939 (meters)                     COMP
 DH7451  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DH7451  ELLIP HEIGHT-         -14.736 (meters)          (12/29/05) ADJUSTED
 DH7451  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DH7451  HORZ ORDER  -  FIRST
 DH7451  ELLP ORDER  -  SECOND    CLASS I
 DH7451
 DH7451.The horizontal coordinates were established by GPS observations
 DH7451.and adjusted by the JMT ENGINEERING in December 2005.
 DH7451
 DH7451.The orthometric height was determined by GPS observations and a
 DH7451.high-resolution geoid model.
 DH7451
 DH7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7451
 DH7451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7451
 DH7451.The ellipsoidal height was determined by GPS observations
 DH7451.and is referenced to NAD 83.
 DH7451
 DH7451.The geoid height was determined by GEOID03.
 DH7451
 DH7451;                    North         East     Units Scale Factor Converg.
 DH7451;SPC DE       -   164,239.459   175,093.316   MT  1.00000263   -0 11 02.6
 DH7451;SPC DE       -   538,842.29    574,451.99   sFT  1.00000263   -0 11 02.6
 DH7451;UTM  18      - 4,370,187.570   439,267.582   MT  0.99964541   -0 26 56.3
 DH7451
 DH7451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7451!SPC DE       -   1.00000231  x   1.00000263  =   1.00000494
 DH7451!UTM  18      -   1.00000231  x   0.99964541  =   0.99964772
 DH7451
 DH7451                          SUPERSEDED SURVEY CONTROL
 DH7451
 DH7451.No superseded survey control is available for this station.
 DH7451
 DH7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3926870188(NAD 83)
 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 = MARCH  2, 2009
 DH7453 ***********************************************************************
 DH7453  DESIGNATION -  NCC03
 DH7453  PID         -  DH7453
 DH7453  STATE/COUNTY-  DE/NEW CASTLE
 DH7453  USGS QUAD   -  SAINT GEORGES (1993)
 DH7453
 DH7453                         *CURRENT SURVEY CONTROL
 DH7453  ___________________________________________________________________
 DH7453* NAD 83(1991)-  39 30 04.34616(N)    075 41 12.21073(W)     ADJUSTED  
 DH7453* NAVD 88     -        18.4    (meters)      60.     (feet)  GPS OBS   
 DH7453  ___________________________________________________________________
 DH7453  X           -   1,218,344.442 (meters)                     COMP
 DH7453  Y           -  -4,775,133.023 (meters)                     COMP
 DH7453  Z           -   4,035,397.375 (meters)                     COMP
 DH7453  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DH7453  ELLIP HEIGHT-         -15.045 (meters)          (12/29/05) ADJUSTED
 DH7453  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DH7453  HORZ ORDER  -  FIRST
 DH7453  ELLP ORDER  -  SECOND    CLASS I
 DH7453
 DH7453.The horizontal coordinates were established by GPS observations
 DH7453.and adjusted by the JMT ENGINEERING in December 2005.
 DH7453
 DH7453.The orthometric height was determined by GPS observations and a
 DH7453.high-resolution geoid model.
 DH7453
 DH7453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7453
 DH7453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7453
 DH7453.The ellipsoidal height was determined by GPS observations
 DH7453.and is referenced to NAD 83.
 DH7453
 DH7453.The geoid height was determined by GEOID03.
 DH7453
 DH7453;                    North         East     Units Scale Factor Converg.
 DH7453;SPC DE       -   166,684.119   176,771.843   MT  1.00000164   -0 10 18.4
 DH7453;SPC DE       -   546,862.81    579,958.95   sFT  1.00000164   -0 10 18.4
 DH7453;UTM  18      - 4,372,623.569   440,956.793   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                          SUPERSEDED SURVEY CONTROL
 DH7453
 DH7453.No superseded survey control is available for this station.
 DH7453
 DH7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4095772624(NAD 83)
 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 - October 06, 2005
 DH7453
 DH7453  HISTORY     - Date     Condition        Report By
 DH7453  HISTORY     - 20051006 MONUMENTED       JMTMD
 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).
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7454 ***********************************************************************
 DH7454  DESIGNATION -  NCC04
 DH7454  PID         -  DH7454
 DH7454  STATE/COUNTY-  DE/NEW CASTLE
 DH7454  USGS QUAD   -  SAINT GEORGES (1993)
 DH7454
 DH7454                         *CURRENT SURVEY CONTROL
 DH7454  ___________________________________________________________________
 DH7454* NAD 83(1991)-  39 30 13.29105(N)    075 41 05.89590(W)     ADJUSTED  
 DH7454* NAVD 88     -        19.3    (meters)      63.     (feet)  GPS OBS   
 DH7454  ___________________________________________________________________
 DH7454  X           -   1,218,447.424 (meters)                     COMP
 DH7454  Y           -  -4,774,926.391 (meters)                     COMP
 DH7454  Z           -   4,035,610.825 (meters)                     COMP
 DH7454  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DH7454  ELLIP HEIGHT-         -14.108 (meters)          (12/29/05) ADJUSTED
 DH7454  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DH7454  HORZ ORDER  -  FIRST
 DH7454  ELLP ORDER  -  SECOND    CLASS I
 DH7454
 DH7454.The horizontal coordinates were established by GPS observations
 DH7454.and adjusted by the JMT ENGINEERING in December 2005.
 DH7454
 DH7454.The orthometric height was determined by GPS observations and a
 DH7454.high-resolution geoid model.
 DH7454
 DH7454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7454
 DH7454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7454
 DH7454.The ellipsoidal height was determined by GPS observations
 DH7454.and is referenced to NAD 83.
 DH7454
 DH7454.The geoid height was determined by GEOID03.
 DH7454
 DH7454;                    North         East     Units Scale Factor Converg.
 DH7454;SPC DE       -   166,959.531   176,923.540   MT  1.00000155   -0 10 14.4
 DH7454;SPC DE       -   547,766.39    580,456.65   sFT  1.00000155   -0 10 14.4
 DH7454;UTM  18      - 4,372,898.177   441,109.707   MT  0.99964270   -0 26 08.7
 DH7454
 DH7454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7454!SPC DE       -   1.00000221  x   1.00000155  =   1.00000376
 DH7454!UTM  18      -   1.00000221  x   0.99964270  =   0.99964491
 DH7454
 DH7454                          SUPERSEDED SURVEY CONTROL
 DH7454
 DH7454.No superseded survey control is available for this station.
 DH7454
 DH7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4111072898(NAD 83)
 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 - October 06, 2005
 DH7454
 DH7454  HISTORY     - Date     Condition        Report By
 DH7454  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7455 ***********************************************************************
 DH7455  DESIGNATION -  NCC05
 DH7455  PID         -  DH7455
 DH7455  STATE/COUNTY-  DE/NEW CASTLE
 DH7455  USGS QUAD   -  SAINT GEORGES (1993)
 DH7455
 DH7455                         *CURRENT SURVEY CONTROL
 DH7455  ___________________________________________________________________
 DH7455* NAD 83(1991)-  39 30 41.25802(N)    075 42 01.68900(W)     ADJUSTED  
 DH7455* NAVD 88     -        21.2    (meters)      70.     (feet)  GPS OBS   
 DH7455  ___________________________________________________________________
 DH7455  X           -   1,217,020.642 (meters)                     COMP
 DH7455  Y           -  -4,774,725.543 (meters)                     COMP
 DH7455  Z           -   4,036,277.526 (meters)                     COMP
 DH7455  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DH7455  ELLIP HEIGHT-         -12.159 (meters)          (12/29/05) ADJUSTED
 DH7455  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DH7455  HORZ ORDER  -  FIRST
 DH7455  ELLP ORDER  -  SECOND    CLASS I
 DH7455
 DH7455.The horizontal coordinates were established by GPS observations
 DH7455.and adjusted by the JMT ENGINEERING in December 2005.
 DH7455
 DH7455.The orthometric height was determined by GPS observations and a
 DH7455.high-resolution geoid model.
 DH7455
 DH7455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7455
 DH7455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7455
 DH7455.The ellipsoidal height was determined by GPS observations
 DH7455.and is referenced to NAD 83.
 DH7455
 DH7455.The geoid height was determined by GEOID03.
 DH7455
 DH7455;                    North         East     Units Scale Factor Converg.
 DH7455;SPC DE       -   167,826.124   175,593.289   MT  1.00000233   -0 10 50.0
 DH7455;SPC DE       -   550,609.54    576,092.32   sFT  1.00000233   -0 10 50.0
 DH7455;UTM  18      - 4,373,770.604   439,783.955   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                          SUPERSEDED SURVEY CONTROL
 DH7455
 DH7455.No superseded survey control is available for this station.
 DH7455
 DH7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3978473771(NAD 83)
 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 - October 06, 2005
 DH7455
 DH7455  HISTORY     - Date     Condition        Report By
 DH7455  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7456 ***********************************************************************
 DH7456  DESIGNATION -  NCC06
 DH7456  PID         -  DH7456
 DH7456  STATE/COUNTY-  DE/NEW CASTLE
 DH7456  USGS QUAD   -  SAINT GEORGES (1993)
 DH7456
 DH7456                         *CURRENT SURVEY CONTROL
 DH7456  ___________________________________________________________________
 DH7456* NAD 83(1991)-  39 30 53.29600(N)    075 41 57.09873(W)     ADJUSTED  
 DH7456* NAVD 88     -        22.8    (meters)      75.     (feet)  GPS OBS   
 DH7456  ___________________________________________________________________
 DH7456  X           -   1,217,068.856 (meters)                     COMP
 DH7456  Y           -  -4,774,470.758 (meters)                     COMP
 DH7456  Z           -   4,036,564.957 (meters)                     COMP
 DH7456  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DH7456  ELLIP HEIGHT-         -10.563 (meters)          (12/29/05) ADJUSTED
 DH7456  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DH7456  HORZ ORDER  -  FIRST
 DH7456  ELLP ORDER  -  SECOND    CLASS I
 DH7456
 DH7456.The horizontal coordinates were established by GPS observations
 DH7456.and adjusted by the JMT ENGINEERING in December 2005.
 DH7456
 DH7456.The orthometric height was determined by GPS observations and a
 DH7456.high-resolution geoid model.
 DH7456
 DH7456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7456
 DH7456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7456
 DH7456.The ellipsoidal height was determined by GPS observations
 DH7456.and is referenced to NAD 83.
 DH7456
 DH7456.The geoid height was determined by GEOID03.
 DH7456
 DH7456;                    North         East     Units Scale Factor Converg.
 DH7456;SPC DE       -   168,197.034   175,704.109   MT  1.00000226   -0 10 47.2
 DH7456;SPC DE       -   551,826.44    576,455.90   sFT  1.00000226   -0 10 47.2
 DH7456;UTM  18      - 4,374,140.864   439,896.450   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                          SUPERSEDED SURVEY CONTROL
 DH7456
 DH7456.No superseded survey control is available for this station.
 DH7456
 DH7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3989674141(NAD 83)
 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 SUITABLE FOR
 DH7456+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 DH7456
 DH7456  HISTORY     - Date     Condition        Report By
 DH7456  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7457 ***********************************************************************
 DH7457  DESIGNATION -  NCC07
 DH7457  PID         -  DH7457
 DH7457  STATE/COUNTY-  DE/NEW CASTLE
 DH7457  USGS QUAD   -  SAINT GEORGES (1993)
 DH7457
 DH7457                         *CURRENT SURVEY CONTROL
 DH7457  ___________________________________________________________________
 DH7457* NAD 83(1991)-  39 31 34.97849(N)    075 40 24.20512(W)     ADJUSTED  
 DH7457* NAVD 88     -        20.7    (meters)      68.     (feet)  GPS OBS   
 DH7457  ___________________________________________________________________
 DH7457  X           -   1,219,016.139 (meters)                     COMP
 DH7457  Y           -  -4,773,127.968 (meters)                     COMP
 DH7457  Z           -   4,037,555.234 (meters)                     COMP
 DH7457  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DH7457  ELLIP HEIGHT-         -12.690 (meters)          (12/29/05) ADJUSTED
 DH7457  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH7457  HORZ ORDER  -  FIRST
 DH7457  ELLP ORDER  -  SECOND    CLASS I
 DH7457
 DH7457.The horizontal coordinates were established by GPS observations
 DH7457.and adjusted by the JMT ENGINEERING in December 2005.
 DH7457
 DH7457.The orthometric height was determined by GPS observations and a
 DH7457.high-resolution geoid model.
 DH7457
 DH7457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7457
 DH7457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7457
 DH7457.The ellipsoidal height was determined by GPS observations
 DH7457.and is referenced to NAD 83.
 DH7457
 DH7457.The geoid height was determined by GEOID03.
 DH7457
 DH7457;                    North         East     Units Scale Factor Converg.
 DH7457;SPC DE       -   169,475.891   177,926.768   MT  1.00000100   -0 09 48.2
 DH7457;SPC DE       -   556,022.15    583,748.07   sFT  1.00000100   -0 09 48.2
 DH7457;UTM  18      - 4,375,408.966   442,124.204   MT  0.99964124   -0 25 42.9
 DH7457
 DH7457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7457!SPC DE       -   1.00000199  x   1.00000100  =   1.00000299
 DH7457!UTM  18      -   1.00000199  x   0.99964124  =   0.99964323
 DH7457
 DH7457                          SUPERSEDED SURVEY CONTROL
 DH7457
 DH7457.No superseded survey control is available for this station.
 DH7457
 DH7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4212475409(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7458 ***********************************************************************
 DH7458  DESIGNATION -  NCC08
 DH7458  PID         -  DH7458
 DH7458  STATE/COUNTY-  DE/NEW CASTLE
 DH7458  USGS QUAD   -  SAINT GEORGES (1993)
 DH7458
 DH7458                         *CURRENT SURVEY CONTROL
 DH7458  ___________________________________________________________________
 DH7458* NAD 83(1991)-  39 31 43.60711(N)    075 40 25.03874(W)     ADJUSTED  
 DH7458* NAVD 88     -        21.3    (meters)      70.     (feet)  GPS OBS   
 DH7458  ___________________________________________________________________
 DH7458  X           -   1,218,955.068 (meters)                     COMP
 DH7458  Y           -  -4,772,969.297 (meters)                     COMP
 DH7458  Z           -   4,037,760.917 (meters)                     COMP
 DH7458  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DH7458  ELLIP HEIGHT-         -12.019 (meters)          (12/29/05) ADJUSTED
 DH7458  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH7458  HORZ ORDER  -  FIRST
 DH7458  ELLP ORDER  -  SECOND    CLASS I
 DH7458
 DH7458.The horizontal coordinates were established by GPS observations
 DH7458.and adjusted by the JMT ENGINEERING in December 2005.
 DH7458
 DH7458.The orthometric height was determined by GPS observations and a
 DH7458.high-resolution geoid model.
 DH7458
 DH7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7458
 DH7458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7458
 DH7458.The ellipsoidal height was determined by GPS observations
 DH7458.and is referenced to NAD 83.
 DH7458
 DH7458.The geoid height was determined by GEOID03.
 DH7458
 DH7458;                    North         East     Units Scale Factor Converg.
 DH7458;SPC DE       -   169,742.057   177,907.618   MT  1.00000101   -0 09 48.8
 DH7458;SPC DE       -   556,895.40    583,685.24   sFT  1.00000101   -0 09 48.8
 DH7458;UTM  18      - 4,375,675.122   442,106.293   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  =   0.99964314
 DH7458
 DH7458                          SUPERSEDED SURVEY CONTROL
 DH7458
 DH7458.No superseded survey control is available for this station.
 DH7458
 DH7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4210675675(NAD 83)
 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 - October 06, 2005
 DH7458
 DH7458  HISTORY     - Date     Condition        Report By
 DH7458  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7459 ***********************************************************************
 DH7459  DESIGNATION -  NCC09
 DH7459  PID         -  DH7459
 DH7459  STATE/COUNTY-  DE/NEW CASTLE
 DH7459  USGS QUAD   -  SAINT GEORGES (1993)
 DH7459
 DH7459                         *CURRENT SURVEY CONTROL
 DH7459  ___________________________________________________________________
 DH7459* NAD 83(1991)-  39 32 30.81781(N)    075 39 11.31780(W)     ADJUSTED  
 DH7459* NAVD 88     -        14.1    (meters)      46.     (feet)  GPS OBS   
 DH7459  ___________________________________________________________________
 DH7459  X           -   1,220,429.855 (meters)                     COMP
 DH7459  Y           -  -4,771,630.014 (meters)                     COMP
 DH7459  Z           -   4,038,879.231 (meters)                     COMP
 DH7459  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DH7459  ELLIP HEIGHT-         -19.241 (meters)          (12/29/05) ADJUSTED
 DH7459  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DH7459  HORZ ORDER  -  FIRST
 DH7459  ELLP ORDER  -  SECOND    CLASS I
 DH7459
 DH7459.The horizontal coordinates were established by GPS observations
 DH7459.and adjusted by the JMT ENGINEERING in December 2005.
 DH7459
 DH7459.The orthometric height was determined by GPS observations and a
 DH7459.high-resolution geoid model.
 DH7459
 DH7459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7459
 DH7459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7459
 DH7459.The ellipsoidal height was determined by GPS observations
 DH7459.and is referenced to NAD 83.
 DH7459
 DH7459.The geoid height was determined by GEOID03.
 DH7459
 DH7459;                    North         East     Units Scale Factor Converg.
 DH7459;SPC DE       -   171,193.227   179,672.097   MT  1.00000009   -0 09 02.0
 DH7459;SPC DE       -   561,656.45    589,474.20   sFT  1.00000009   -0 09 02.0
 DH7459;UTM  18      - 4,377,117.588   443,876.832   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                          SUPERSEDED SURVEY CONTROL
 DH7459
 DH7459.No superseded survey control is available for this station.
 DH7459
 DH7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4387777118(NAD 83)
 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 - October 06, 2005
 DH7459
 DH7459  HISTORY     - Date     Condition        Report By
 DH7459  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7460 ***********************************************************************
 DH7460  DESIGNATION -  NCC10
 DH7460  PID         -  DH7460
 DH7460  STATE/COUNTY-  DE/NEW CASTLE
 DH7460  USGS QUAD   -  SAINT GEORGES (1993)
 DH7460
 DH7460                         *CURRENT SURVEY CONTROL
 DH7460  ___________________________________________________________________
 DH7460* NAD 83(1991)-  39 32 39.44554(N)    075 39 17.24299(W)     ADJUSTED  
 DH7460* NAVD 88     -         9.7    (meters)      32.     (feet)  GPS OBS   
 DH7460  ___________________________________________________________________
 DH7460  X           -   1,220,249.982 (meters)                     COMP
 DH7460  Y           -  -4,771,497.702 (meters)                     COMP
 DH7460  Z           -   4,039,081.653 (meters)                     COMP
 DH7460  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DH7460  ELLIP HEIGHT-         -23.587 (meters)          (12/29/05) ADJUSTED
 DH7460  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DH7460  HORZ ORDER  -  FIRST
 DH7460  ELLP ORDER  -  SECOND    CLASS I
 DH7460
 DH7460.The horizontal coordinates were established by GPS observations
 DH7460.and adjusted by the JMT ENGINEERING in December 2005.
 DH7460
 DH7460.The orthometric height was determined by GPS observations and a
 DH7460.high-resolution geoid model.
 DH7460
 DH7460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7460
 DH7460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7460
 DH7460.The ellipsoidal height was determined by GPS observations
 DH7460.and is referenced to NAD 83.
 DH7460
 DH7460.The geoid height was determined by GEOID03.
 DH7460
 DH7460;                    North         East     Units Scale Factor Converg.
 DH7460;SPC DE       -   171,459.683   179,531.319   MT  1.00000016   -0 09 05.8
 DH7460;SPC DE       -   562,530.64    589,012.34   sFT  1.00000016   -0 09 05.8
 DH7460;UTM  18      - 4,377,384.597   443,737.339   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                          SUPERSEDED SURVEY CONTROL
 DH7460
 DH7460.No superseded survey control is available for this station.
 DH7460
 DH7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4373777385(NAD 83)
 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 - October 06, 2005
 DH7460
 DH7460  HISTORY     - Date     Condition        Report By
 DH7460  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7461 ***********************************************************************
 DH7461  DESIGNATION -  NCC11
 DH7461  PID         -  DH7461
 DH7461  STATE/COUNTY-  DE/NEW CASTLE
 DH7461  USGS QUAD   -  SAINT GEORGES (1993)
 DH7461
 DH7461                         *CURRENT SURVEY CONTROL
 DH7461  ___________________________________________________________________
 DH7461* NAD 83(1991)-  39 31 25.27998(N)    075 38 15.30225(W)     ADJUSTED  
 DH7461* NAVD 88     -        16.7    (meters)      55.     (feet)  GPS OBS   
 DH7461  ___________________________________________________________________
 DH7461  X           -   1,222,045.266 (meters)                     COMP
 DH7461  Y           -  -4,772,546.640 (meters)                     COMP
 DH7461  Z           -   4,037,321.973 (meters)                     COMP
 DH7461  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DH7461  ELLIP HEIGHT-         -16.693 (meters)          (12/29/05) ADJUSTED
 DH7461  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DH7461  HORZ ORDER  -  FIRST
 DH7461  ELLP ORDER  -  SECOND    CLASS I
 DH7461
 DH7461.The horizontal coordinates were established by GPS observations
 DH7461.and adjusted by the JMT ENGINEERING in December 2005.
 DH7461
 DH7461.The orthometric height was determined by GPS observations and a
 DH7461.high-resolution geoid model.
 DH7461
 DH7461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7461
 DH7461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7461
 DH7461.The ellipsoidal height was determined by GPS observations
 DH7461.and is referenced to NAD 83.
 DH7461
 DH7461.The geoid height was determined by GEOID03.
 DH7461
 DH7461;                    North         East     Units Scale Factor Converg.
 DH7461;SPC DE       -   169,168.618   181,004.686   MT  0.99999944   -0 08 26.1
 DH7461;SPC DE       -   555,014.04    593,846.21   sFT  0.99999944   -0 08 26.1
 DH7461;UTM  18      - 4,375,087.567   445,199.556   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                          SUPERSEDED SURVEY CONTROL
 DH7461
 DH7461.No superseded survey control is available for this station.
 DH7461
 DH7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4520075088(NAD 83)
 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 - October 06, 2005
 DH7461
 DH7461  HISTORY     - Date     Condition        Report By
 DH7461  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7462 ***********************************************************************
 DH7462  DESIGNATION -  NCC12
 DH7462  PID         -  DH7462
 DH7462  STATE/COUNTY-  DE/NEW CASTLE
 DH7462  USGS QUAD   -  SAINT GEORGES (1993)
 DH7462
 DH7462                         *CURRENT SURVEY CONTROL
 DH7462  ___________________________________________________________________
 DH7462* NAD 83(1991)-  39 31 27.54581(N)    075 38 04.69669(W)     ADJUSTED  
 DH7462* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 DH7462  ___________________________________________________________________
 DH7462  X           -   1,222,279.445 (meters)                     COMP
 DH7462  Y           -  -4,772,440.027 (meters)                     COMP
 DH7462  Z           -   4,037,375.285 (meters)                     COMP
 DH7462  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DH7462  ELLIP HEIGHT-         -17.619 (meters)          (12/29/05) ADJUSTED
 DH7462  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DH7462  HORZ ORDER  -  FIRST
 DH7462  ELLP ORDER  -  SECOND    CLASS I
 DH7462
 DH7462.The horizontal coordinates were established by GPS observations
 DH7462.and adjusted by the JMT ENGINEERING in December 2005.
 DH7462
 DH7462.The orthometric height was determined by GPS observations and a
 DH7462.high-resolution geoid model.
 DH7462
 DH7462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7462
 DH7462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7462
 DH7462.The ellipsoidal height was determined by GPS observations
 DH7462.and is referenced to NAD 83.
 DH7462
 DH7462.The geoid height was determined by GEOID03.
 DH7462
 DH7462;                    North         East     Units Scale Factor Converg.
 DH7462;SPC DE       -   169,237.880   181,258.163   MT  0.99999932   -0 08 19.4
 DH7462;SPC DE       -   555,241.28    594,677.82   sFT  0.99999932   -0 08 19.4
 DH7462;UTM  18      - 4,375,155.630   445,453.259   MT  0.99963663   -0 24 14.0
 DH7462
 DH7462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7462!SPC DE       -   1.00000276  x   0.99999932  =   1.00000208
 DH7462!UTM  18      -   1.00000276  x   0.99963663  =   0.99963939
 DH7462
 DH7462                          SUPERSEDED SURVEY CONTROL
 DH7462
 DH7462.No superseded survey control is available for this station.
 DH7462
 DH7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4545375156(NAD 83)
 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 - October 06, 2005
 DH7462
 DH7462  HISTORY     - Date     Condition        Report By
 DH7462  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7463 ***********************************************************************
 DH7463  DESIGNATION -  NCC13
 DH7463  PID         -  DH7463
 DH7463  STATE/COUNTY-  DE/NEW CASTLE
 DH7463  USGS QUAD   -  SAINT GEORGES (1993)
 DH7463
 DH7463                         *CURRENT SURVEY CONTROL
 DH7463  ___________________________________________________________________
 DH7463* NAD 83(1991)-  39 31 09.38644(N)    075 39 02.08828(W)     ADJUSTED  
 DH7463* NAVD 88     -        18.4    (meters)      60.     (feet)  GPS OBS   
 DH7463  ___________________________________________________________________
 DH7463  X           -   1,221,040.338 (meters)                     COMP
 DH7463  Y           -  -4,773,127.193 (meters)                     COMP
 DH7463  Z           -   4,036,944.970 (meters)                     COMP
 DH7463  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DH7463  ELLIP HEIGHT-         -14.962 (meters)          (12/29/05) ADJUSTED
 DH7463  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DH7463  HORZ ORDER  -  FIRST
 DH7463  ELLP ORDER  -  SECOND    CLASS I
 DH7463
 DH7463.The horizontal coordinates were established by GPS observations
 DH7463.and adjusted by the JMT ENGINEERING in December 2005.
 DH7463
 DH7463.The orthometric height was determined by GPS observations and a
 DH7463.high-resolution geoid model.
 DH7463
 DH7463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7463
 DH7463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7463
 DH7463.The ellipsoidal height was determined by GPS observations
 DH7463.and is referenced to NAD 83.
 DH7463
 DH7463.The geoid height was determined by GEOID03.
 DH7463
 DH7463;                    North         East     Units Scale Factor Converg.
 DH7463;SPC DE       -   168,681.280   179,885.956   MT  0.99999998   -0 08 55.9
 DH7463;SPC DE       -   553,415.17    590,175.84   sFT  0.99999998   -0 08 55.9
 DH7463;UTM  18      - 4,374,605.586   444,078.988   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                          SUPERSEDED SURVEY CONTROL
 DH7463
 DH7463.No superseded survey control is available for this station.
 DH7463
 DH7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4407974606(NAD 83)
 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 - October 06, 2005
 DH7463
 DH7463  HISTORY     - Date     Condition        Report By
 DH7463  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7464 ***********************************************************************
 DH7464  DESIGNATION -  NCC14
 DH7464  PID         -  DH7464
 DH7464  STATE/COUNTY-  DE/NEW CASTLE
 DH7464  USGS QUAD   -  SAINT GEORGES (1993)
 DH7464
 DH7464                         *CURRENT SURVEY CONTROL
 DH7464  ___________________________________________________________________
 DH7464* NAD 83(1991)-  39 30 44.24871(N)    075 38 59.09797(W)     ADJUSTED  
 DH7464* NAVD 88     -        20.1    (meters)      66.     (feet)  GPS OBS   
 DH7464  ___________________________________________________________________
 DH7464  X           -   1,221,232.114 (meters)                     COMP
 DH7464  Y           -  -4,773,588.628 (meters)                     COMP
 DH7464  Z           -   4,036,347.956 (meters)                     COMP
 DH7464  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DH7464  ELLIP HEIGHT-         -13.302 (meters)          (12/29/05) ADJUSTED
 DH7464  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DH7464  HORZ ORDER  -  FIRST
 DH7464  ELLP ORDER  -  SECOND    CLASS I
 DH7464
 DH7464.The horizontal coordinates were established by GPS observations
 DH7464.and adjusted by the JMT ENGINEERING in December 2005.
 DH7464
 DH7464.The orthometric height was determined by GPS observations and a
 DH7464.high-resolution geoid model.
 DH7464
 DH7464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7464
 DH7464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7464
 DH7464.The ellipsoidal height was determined by GPS observations
 DH7464.and is referenced to NAD 83.
 DH7464
 DH7464.The geoid height was determined by GEOID03.
 DH7464
 DH7464;                    North         East     Units Scale Factor Converg.
 DH7464;SPC DE       -   167,905.840   179,955.375   MT  0.99999994   -0 08 53.9
 DH7464;SPC DE       -   550,871.08    590,403.59   sFT  0.99999994   -0 08 53.9
 DH7464;UTM  18      - 4,373,830.114   444,144.795   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                          SUPERSEDED SURVEY CONTROL
 DH7464
 DH7464.No superseded survey control is available for this station.
 DH7464
 DH7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4414573830(NAD 83)
 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 = MARCH  2, 2009
 DH7465 ***********************************************************************
 DH7465  DESIGNATION -  NCC15
 DH7465  PID         -  DH7465
 DH7465  STATE/COUNTY-  DE/NEW CASTLE
 DH7465  USGS QUAD   -  SAINT GEORGES (1993)
 DH7465
 DH7465                         *CURRENT SURVEY CONTROL
 DH7465  ___________________________________________________________________
 DH7465* NAD 83(1991)-  39 30 02.79217(N)    075 39 34.67465(W)     ADJUSTED  
 DH7465* NAVD 88     -        13.7    (meters)      45.     (feet)  GPS OBS   
 DH7465  ___________________________________________________________________
 DH7465  X           -   1,220,608.973 (meters)                     COMP
 DH7465  Y           -  -4,774,582.419 (meters)                     COMP
 DH7465  Z           -   4,035,357.426 (meters)                     COMP
 DH7465  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DH7465  ELLIP HEIGHT-         -19.712 (meters)          (12/29/05) ADJUSTED
 DH7465  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DH7465  HORZ ORDER  -  FIRST
 DH7465  ELLP ORDER  -  SECOND    CLASS I
 DH7465
 DH7465.The horizontal coordinates were established by GPS observations
 DH7465.and adjusted by the JMT ENGINEERING in December 2005.
 DH7465
 DH7465.The orthometric height was determined by GPS observations and a
 DH7465.high-resolution geoid model.
 DH7465
 DH7465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7465
 DH7465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7465
 DH7465.The ellipsoidal height was determined by GPS observations
 DH7465.and is referenced to NAD 83.
 DH7465
 DH7465.The geoid height was determined by GEOID03.
 DH7465
 DH7465;                    North         East     Units Scale Factor Converg.
 DH7465;SPC DE       -   166,629.557   179,102.059   MT  1.00000037   -0 09 16.4
 DH7465;SPC DE       -   546,683.80    587,604.01   sFT  1.00000037   -0 09 16.4
 DH7465;UTM  18      - 4,372,558.252   443,285.893   MT  0.99963960   -0 25 10.5
 DH7465
 DH7465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7465!SPC DE       -   1.00000309  x   1.00000037  =   1.00000346
 DH7465!UTM  18      -   1.00000309  x   0.99963960  =   0.99964269
 DH7465
 DH7465                          SUPERSEDED SURVEY CONTROL
 DH7465
 DH7465.No superseded survey control is available for this station.
 DH7465
 DH7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4328672558(NAD 83)
 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 - October 06, 2005
 DH7465
 DH7465  HISTORY     - Date     Condition        Report By
 DH7465  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7466 ***********************************************************************
 DH7466  DESIGNATION -  NCC16
 DH7466  PID         -  DH7466
 DH7466  STATE/COUNTY-  DE/NEW CASTLE
 DH7466  USGS QUAD   -  SAINT GEORGES (1993)
 DH7466
 DH7466                         *CURRENT SURVEY CONTROL
 DH7466  ___________________________________________________________________
 DH7466* NAD 83(1991)-  39 30 10.92255(N)    075 39 34.44873(W)     ADJUSTED  
 DH7466* NAVD 88     -        14.7    (meters)      48.     (feet)  GPS OBS   
 DH7466  ___________________________________________________________________
 DH7466  X           -   1,220,574.892 (meters)                     COMP
 DH7466  Y           -  -4,774,427.314 (meters)                     COMP
 DH7466  Z           -   4,035,551.548 (meters)                     COMP
 DH7466  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DH7466  ELLIP HEIGHT-         -18.694 (meters)          (12/29/05) ADJUSTED
 DH7466  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DH7466  HORZ ORDER  -  FIRST
 DH7466  ELLP ORDER  -  SECOND    CLASS I
 DH7466
 DH7466.The horizontal coordinates were established by GPS observations
 DH7466.and adjusted by the JMT ENGINEERING in December 2005.
 DH7466
 DH7466.The orthometric height was determined by GPS observations and a
 DH7466.high-resolution geoid model.
 DH7466
 DH7466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7466
 DH7466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7466
 DH7466.The ellipsoidal height was determined by GPS observations
 DH7466.and is referenced to NAD 83.
 DH7466
 DH7466.The geoid height was determined by GEOID03.
 DH7466
 DH7466;                    North         East     Units Scale Factor Converg.
 DH7466;SPC DE       -   166,880.285   179,108.133   MT  1.00000037   -0 09 16.3
 DH7466;SPC DE       -   547,506.40    587,623.93   sFT  1.00000037   -0 09 16.3
 DH7466;UTM  18      - 4,372,808.859   443,293.124   MT  0.99963959   -0 25 10.5
 DH7466
 DH7466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7466!SPC DE       -   1.00000293  x   1.00000037  =   1.00000330
 DH7466!UTM  18      -   1.00000293  x   0.99963959  =   0.99964252
 DH7466
 DH7466                          SUPERSEDED SURVEY CONTROL
 DH7466
 DH7466.No superseded survey control is available for this station.
 DH7466
 DH7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4329372809(NAD 83)
 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 - October 06, 2005
 DH7466
 DH7466  HISTORY     - Date     Condition        Report By
 DH7466  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7467 ***********************************************************************
 DH7467  DESIGNATION -  NCC17
 DH7467  PID         -  DH7467
 DH7467  STATE/COUNTY-  DE/NEW CASTLE
 DH7467  USGS QUAD   -  MIDDLETOWN (1993)
 DH7467
 DH7467                         *CURRENT SURVEY CONTROL
 DH7467  ___________________________________________________________________
 DH7467* NAD 83(1991)-  39 29 28.41289(N)    075 38 50.47190(W)     ADJUSTED  
 DH7467* NAVD 88     -        18.3    (meters)      60.     (feet)  GPS OBS   
 DH7467  ___________________________________________________________________
 DH7467  X           -   1,221,800.176 (meters)                     COMP
 DH7467  Y           -  -4,774,977.429 (meters)                     COMP
 DH7467  Z           -   4,034,542.140 (meters)                     COMP
 DH7467  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DH7467  ELLIP HEIGHT-         -15.174 (meters)          (12/29/05) ADJUSTED
 DH7467  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DH7467  HORZ ORDER  -  FIRST
 DH7467  ELLP ORDER  -  SECOND    CLASS I
 DH7467
 DH7467.The horizontal coordinates were established by GPS observations
 DH7467.and adjusted by the JMT ENGINEERING in December 2005.
 DH7467
 DH7467.The orthometric height was determined by GPS observations and a
 DH7467.high-resolution geoid model.
 DH7467
 DH7467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7467
 DH7467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7467
 DH7467.The ellipsoidal height was determined by GPS observations
 DH7467.and is referenced to NAD 83.
 DH7467
 DH7467.The geoid height was determined by GEOID03.
 DH7467
 DH7467;                    North         East     Units Scale Factor Converg.
 DH7467;SPC DE       -   165,566.518   180,155.448   MT  0.99999985   -0 08 48.1
 DH7467;SPC DE       -   543,196.15    591,060.00   sFT  0.99999985   -0 08 48.1
 DH7467;UTM  18      - 4,371,490.738   444,333.975   MT  0.99963815   -0 24 42.1
 DH7467
 DH7467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7467!SPC DE       -   1.00000238  x   0.99999985  =   1.00000223
 DH7467!UTM  18      -   1.00000238  x   0.99963815  =   0.99964053
 DH7467
 DH7467                          SUPERSEDED SURVEY CONTROL
 DH7467
 DH7467.No superseded survey control is available for this station.
 DH7467
 DH7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4433471491(NAD 83)
 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 - October 06, 2005
 DH7467
 DH7467  HISTORY     - Date     Condition        Report By
 DH7467  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7468 ***********************************************************************
 DH7468  DESIGNATION -  NCC18
 DH7468  PID         -  DH7468
 DH7468  STATE/COUNTY-  DE/NEW CASTLE
 DH7468  USGS QUAD   -  MIDDLETOWN (1993)
 DH7468
 DH7468                         *CURRENT SURVEY CONTROL
 DH7468  ___________________________________________________________________
 DH7468* NAD 83(1991)-  39 29 18.76189(N)    075 38 53.33456(W)     ADJUSTED  
 DH7468* NAVD 88     -        17.0    (meters)      56.     (feet)  GPS OBS   
 DH7468  ___________________________________________________________________
 DH7468  X           -   1,221,780.573 (meters)                     COMP
 DH7468  Y           -  -4,775,176.778 (meters)                     COMP
 DH7468  Z           -   4,034,311.607 (meters)                     COMP
 DH7468  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DH7468  ELLIP HEIGHT-         -16.487 (meters)          (12/29/05) ADJUSTED
 DH7468  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH7468  HORZ ORDER  -  FIRST
 DH7468  ELLP ORDER  -  SECOND    CLASS I
 DH7468
 DH7468.The horizontal coordinates were established by GPS observations
 DH7468.and adjusted by the JMT ENGINEERING in December 2005.
 DH7468
 DH7468.The orthometric height was determined by GPS observations and a
 DH7468.high-resolution geoid model.
 DH7468
 DH7468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7468
 DH7468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7468
 DH7468.The ellipsoidal height was determined by GPS observations
 DH7468.and is referenced to NAD 83.
 DH7468
 DH7468.The geoid height was determined by GEOID03.
 DH7468
 DH7468;                    North         East     Units Scale Factor Converg.
 DH7468;SPC DE       -   165,269.056   180,086.278   MT  0.99999988   -0 08 49.9
 DH7468;SPC DE       -   542,220.23    590,833.06   sFT  0.99999988   -0 08 49.9
 DH7468;UTM  18      - 4,371,193.705   444,263.456   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                          SUPERSEDED SURVEY CONTROL
 DH7468
 DH7468.No superseded survey control is available for this station.
 DH7468
 DH7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4426371194(NAD 83)
 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 - October 06, 2005
 DH7468
 DH7468  HISTORY     - Date     Condition        Report By
 DH7468  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7469 ***********************************************************************
 DH7469  DESIGNATION -  NCC19
 DH7469  PID         -  DH7469
 DH7469  STATE/COUNTY-  DE/NEW CASTLE
 DH7469  USGS QUAD   -  TAYLORS BRIDGE (1993)
 DH7469
 DH7469                         *CURRENT SURVEY CONTROL
 DH7469  ___________________________________________________________________
 DH7469* NAD 83(1991)-  39 27 55.94235(N)    075 36 49.55076(W)     ADJUSTED  
 DH7469* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 DH7469  ___________________________________________________________________
 DH7469  X           -   1,225,046.807 (meters)                     COMP
 DH7469  Y           -  -4,776,005.162 (meters)                     COMP
 DH7469  Z           -   4,032,331.196 (meters)                     COMP
 DH7469  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DH7469  ELLIP HEIGHT-         -30.498 (meters)          (12/29/05) ADJUSTED
 DH7469  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DH7469  HORZ ORDER  -  FIRST
 DH7469  ELLP ORDER  -  SECOND    CLASS I
 DH7469
 DH7469.The horizontal coordinates were established by GPS observations
 DH7469.and adjusted by the JMT ENGINEERING in December 2005.
 DH7469
 DH7469.The orthometric height was determined by GPS observations and a
 DH7469.high-resolution geoid model.
 DH7469
 DH7469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7469
 DH7469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7469
 DH7469.The ellipsoidal height was determined by GPS observations
 DH7469.and is referenced to NAD 83.
 DH7469
 DH7469.The geoid height was determined by GEOID03.
 DH7469
 DH7469;                    North         East     Units Scale Factor Converg.
 DH7469;SPC DE       -   162,707.862   183,038.686   MT  0.99999854   -0 07 31.0
 DH7469;SPC DE       -   533,817.38    600,519.42   sFT  0.99999854   -0 07 31.0
 DH7469;UTM  18      - 4,368,619.823   447,202.922   MT  0.99963432   -0 23 24.5
 DH7469
 DH7469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7469!SPC DE       -   1.00000478  x   0.99999854  =   1.00000332
 DH7469!UTM  18      -   1.00000478  x   0.99963432  =   0.99963910
 DH7469
 DH7469                          SUPERSEDED SURVEY CONTROL
 DH7469
 DH7469.No superseded survey control is available for this station.
 DH7469
 DH7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4720368620(NAD 83)
 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 - October 06, 2005
 DH7469
 DH7469  HISTORY     - Date     Condition        Report By
 DH7469  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DH7470 ***********************************************************************
 DH7470  DESIGNATION -  NCC20
 DH7470  PID         -  DH7470
 DH7470  STATE/COUNTY-  DE/NEW CASTLE
 DH7470  USGS QUAD   -  TAYLORS BRIDGE (1993)
 DH7470
 DH7470                         *CURRENT SURVEY CONTROL
 DH7470  ___________________________________________________________________
 DH7470* NAD 83(1991)-  39 27 49.71871(N)    075 37 00.06398(W)     ADJUSTED  
 DH7470* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 DH7470  ___________________________________________________________________
 DH7470  X           -   1,224,833.550 (meters)                     COMP
 DH7470  Y           -  -4,776,185.263 (meters)                     COMP
 DH7470  Z           -   4,032,182.589 (meters)                     COMP
 DH7470  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DH7470  ELLIP HEIGHT-         -31.172 (meters)          (12/29/05) ADJUSTED
 DH7470  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DH7470  HORZ ORDER  -  FIRST
 DH7470  ELLP ORDER  -  SECOND    CLASS I
 DH7470
 DH7470.The horizontal coordinates were established by GPS observations
 DH7470.and adjusted by the JMT ENGINEERING in December 2005.
 DH7470
 DH7470.The orthometric height was determined by GPS observations and a
 DH7470.high-resolution geoid model.
 DH7470
 DH7470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7470
 DH7470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7470
 DH7470.The ellipsoidal height was determined by GPS observations
 DH7470.and is referenced to NAD 83.
 DH7470
 DH7470.The geoid height was determined by GEOID03.
 DH7470
 DH7470;                    North         East     Units Scale Factor Converg.
 DH7470;SPC DE       -   162,516.478   182,786.948   MT  0.99999865   -0 07 37.7
 DH7470;SPC DE       -   533,189.48    599,693.51   sFT  0.99999865   -0 07 37.7
 DH7470;UTM  18      - 4,368,429.674   446,950.395   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                          SUPERSEDED SURVEY CONTROL
 DH7470
 DH7470.No superseded survey control is available for this station.
 DH7470
 DH7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4695068430(NAD 83)
 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 - October 06, 2005
 DH7470
 DH7470  HISTORY     - Date     Condition        Report By
 DH7470  HISTORY     - 20051006 MONUMENTED       JMTMD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1655 ***********************************************************************
 HU1655  DESIGNATION -  NECK
 HU1655  PID         -  HU1655
 HU1655  STATE/COUNTY-  DE/SUSSEX
 HU1655  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1655
 HU1655                         *CURRENT SURVEY CONTROL
 HU1655  ___________________________________________________________________
 HU1655* NAD 83(1991)-  38 27 06.42107(N)    075 19 52.95962(W)     ADJUSTED  
 HU1655* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 HU1655  ___________________________________________________________________
 HU1655  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HU1655  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 HU1655  HORZ ORDER  -  SECOND
 HU1655
 HU1655.The horizontal coordinates were established by classical geodetic methods
 HU1655.and adjusted by the National Geodetic Survey in January 1992.
 HU1655
 HU1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1655
 HU1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1655
 HU1655.The geoid height was determined by GEOID03.
 HU1655
 HU1655;                    North         East     Units Scale Factor Converg.
 HU1655;SPC DE       -    50,151.520   207,444.915   MT  0.99999568   +0 03 10.9
 HU1655;SPC DE       -   164,538.78    680,592.19   sFT  0.99999568   +0 03 10.9
 HU1655;SPC MD       -    88,482.301   545,644.073   MT  0.99997706   +1 02 50.2
 HU1655;SPC MD       -   290,295.68  1,790,167.26   sFT  0.99997706   +1 02 50.2
 HU1655;UTM  18      - 4,255,995.283   471,085.282   MT  0.99961030   -0 12 21.9
 HU1655
 HU1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1655!SPC DE       -   1.00000398  x   0.99999568  =   0.99999966
 HU1655!SPC MD       -   1.00000398  x   0.99997706  =   0.99998104
 HU1655!UTM  18      -   1.00000398  x   0.99961030  =   0.99961428
 HU1655
 HU1655|---------------------------------------------------------------------|
 HU1655| PID    Reference Object                     Distance      Geod. Az  |
 HU1655|                                                           dddmmss.s |
 HU1655| DC8205 NECK RM 1                            26.656 METERS 14531     |
 HU1655| HU1657 CYPRESS N 1974                       85.071 METERS 19945     |
 HU1655| DC8206 NECK RM 2                            28.741 METERS 22150     |
 HU1655| HU1660 NECK RM 3 1974                      APPROX. 0.6 KM 3285535.0 |
 HU1655| HU1656 BOUNDARY MON EW 15 DE MD             22.104 METERS 33853     |
 HU1655|---------------------------------------------------------------------|
 HU1655
 HU1655                          SUPERSEDED SURVEY CONTROL
 HU1655
 HU1655  NAD 83(1986)-  38 27 06.40795(N)    075 19 52.98309(W) AD(       ) 2
 HU1655  NAD 27      -  38 27 05.99491(N)    075 19 54.28999(W) AD(       ) 2
 HU1655  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG    3  
 HU1655
 HU1655.Superseded values are not recommended for survey control.
 HU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1655.See file dsdata.txt to determine how the superseded data were derived.
 HU1655
 HU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7108555995(NAD 83)
 HU1655_MARKER: DS = TRIANGULATION STATION DISK
 HU1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1655
 HU1655  HISTORY     - Date     Condition        Report By
 HU1655  HISTORY     - 1974     MONUMENTED       NGS
 HU1655  HISTORY     - 1976     GOOD             NGS
 HU1655
 HU1655                          STATION DESCRIPTION
 HU1655
 HU1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1655'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF SELBYVILLE,
 HU1655'DELAWARE, 4-1/4 MILES NORTHWEST OF WHALEYSVILLE, MARYLAND
 HU1655'AND 2-1/4 MILES SOUTHEAST OF GUMBORO, DELAWARE AND ON THE
 HU1655'PROPERTY OF THE DELAWARE WILDLANDS INC.  MR. EDMOND HARVEY,
 HU1655'PRESIDENT OF THE WILDLANDS INC., GAVE PERMISSION.  ADDRESS--1011
 HU1655'WASHINGTON, STREET, WILMINGTON, DELAWARE.
 HU1655'
 HU1655'TO REACH THE STATION FROM THE POST OFFICE IN SELBYVILLE,
 HU1655'DELAWARE, GO SOUTHWEST ON CHURCH STREET FOR 0.25 MILE TO A
 HU1655'RAILROAD CROSSING, CONTINUE SOUTHWEST ON CHURCH STREET FOR
 HU1655'0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY 113.  TURN LEFT AND
 HU1655'GO SOUTH ON U.S. HIGHWAY 113 FOR 0.3 MILE TO A CROSSROAD JUST
 HU1655'AFTER CROSSING THE MARYLAND-DELAWARE STATE LINE.  TURN RIGHT
 HU1655'AND GO WEST-SOUTHWEST ON A PAVED ROAD FOR 1.05 MILES TO A
 HU1655'CROSSROAD.  CONTINUE SOUTHWEST ON PAVED ROAD FOR 0.6 MILE TO
 HU1655'A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTHWEST ON PAVED ROAD
 HU1655'FOR 1.25 MILES TO A SHARP CURVE TO THE LEFT.  CONTINUE
 HU1655'SOUTHERLY ON PAVED ROAD FOR 0.5 MILE TO A SAND ROAD
 HU1655'RIGHT.  TURN RIGHT AND GO WESTERLY ON A SAND ROAD FOR 1.15
 HU1655'MILE TO A WOODEN BRIDGE.  CONTINUE AHEAD ON SAND ROAD FOR
 HU1655'0.85 MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO
 HU1655'NORTHERLY ON SAND ROAD FOR 0.5 MILE TO THE STATION ON THE
 HU1655'RIGHT.
 HU1655'
 HU1655'TO REACH THE REFERENCE MARK 3 (AZ. MK.) FROM THE STATION,
 HU1655'GO NORTH ON SAND ROAD FOR 0.15 MILE TO A PAVED ROAD
 HU1655'LEFT.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.35 MILE TO
 HU1655'MARK ON RIGHT.
 HU1655'
 HU1655'THE STATION MARKS ARE STANDARD DISKS STAMPED NECK 1974.  THE
 HU1655'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1655'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND
 HU1655'SURFACE.  IT IS 29 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 HU1655'SAND ROAD, 20.5 FEET NORTHWEST OF A 24-INCH TWIN-TRUNK MAPLE
 HU1655'TREE, 11.3 FEET SOUTH OF A 12-INCH OAK TREE AND 5.4 FEET WEST
 HU1655'OF A METAL WITNESS POST WITH SIGN.
 HU1655'
 HU1655'REFERENCE MARK 1, A STANDARD DISK STAMPED NECK NO 1 1974,
 HU1655'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1655'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 13.6 FEET EAST
 HU1655'OF A 14-INCH MAPLE TREE, 5 FEET SOUTHWEST OF A 14-INCH MAPLE
 HU1655'TREE AND 2.2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 HU1655'
 HU1655'REFERENCE MARK 2, A STANDARD DISK STAMPED NECK NO 2 1974,
 HU1655'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1655'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 23.5
 HU1655'FEET NORTH-NORTHEAST OF A 12-INCH OAK TREE, 31 FEET SOUTHWEST
 HU1655'OF A 14-INCH MAPLE TREE AND 18 FEET WEST OF THE CENTER OF
 HU1655'THE SAND ROAD.
 HU1655'
 HU1655'REFERENCE MARK 3, A STANDARD DISK STAMPED NECK NO 3 1974, SET
 HU1655'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1655'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25
 HU1655'FEET SOUTHEAST OF A 24-INCH RED BUD TREE, 23 FEET
 HU1655'NORTH-NORTHEAST OF THE CENTER OF THE PAVED ROAD AND 3 FEET
 HU1655'EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 25-22 WITH A
 HU1655'TRANSFORMER.
 HU1655'
 HU1655'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED
 HU1655'NECK 1974, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 HU1655'INCHES BELOW THE GROUND SURFACE.
 HU1655'
 HU1655'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 HU1655
 HU1655                          STATION RECOVERY (1976)
 HU1655
 HU1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1655'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1655'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  THE
 HU1655'DISTANCE AND DIRECTION TO ALL MARKS CHECKED 1974 DESCRIPTION.
 HU1655'
 HU1655'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 15 WAS
 HU1655'ESTABLISHED AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1655'
 HU1655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1655'5 MILES WEST OF SELBYVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1660 ***********************************************************************
 HU1660  DESIGNATION -  NECK RM 3 1974
 HU1660  PID         -  HU1660
 HU1660  STATE/COUNTY-  DE/SUSSEX
 HU1660  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1660
 HU1660                         *CURRENT SURVEY CONTROL
 HU1660  ___________________________________________________________________
 HU1660* NAD 83(1991)-  38 27 22.75878(N)    075 20 05.48048(W)     ADJUSTED  
 HU1660* NAVD 88     -        11.0    (meters)      36.     (feet)  VERTCON   
 HU1660  ___________________________________________________________________
 HU1660  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HU1660  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU1660  HORZ ORDER  -  SECOND
 HU1660
 HU1660.The horizontal coordinates were established by classical geodetic methods
 HU1660.and adjusted by the National Geodetic Survey in January 1992.
 HU1660
 HU1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1660
 HU1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1660
 HU1660.The geoid height was determined by GEOID03.
 HU1660
 HU1660;                    North         East     Units Scale Factor Converg.
 HU1660;SPC DE       -    50,655.011   207,140.870   MT  0.99999563   +0 03 03.2
 HU1660;SPC DE       -   166,190.65    679,594.67   sFT  0.99999563   +0 03 03.2
 HU1660;UTM  18      - 4,256,499.950   470,783.634   MT  0.99961051   -0 12 29.7
 HU1660
 HU1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1660!SPC DE       -   1.00000390  x   0.99999563  =   0.99999953
 HU1660!UTM  18      -   1.00000390  x   0.99961051  =   0.99961441
 HU1660
 HU1660:                Primary Azimuth Mark                     Grid Az
 HU1660:SPC DE       -  NECK                                     148 52 24.0
 HU1660:UTM  18      -  NECK                                     149 07 56.9
 HU1660
 HU1660|---------------------------------------------------------------------|
 HU1660| PID    Reference Object                     Distance      Geod. Az  |
 HU1660|                                                           dddmmss.s |
 HU1660| HU1655 NECK                                APPROX. 0.6 KM 1485527.2 |
 HU1660|---------------------------------------------------------------------|
 HU1660
 HU1660                          SUPERSEDED SURVEY CONTROL
 HU1660
 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    3  
 HU1660
 HU1660.Superseded values are not recommended for survey control.
 HU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1660.See file dsdata.txt to determine how the superseded data were derived.
 HU1660
 HU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7078456500(NAD 83)
 HU1660_MARKER: DS = TRIANGULATION STATION DISK
 HU1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1660+STABILITY: SURFACE MOTION
 HU1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1660+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 HU1660
 HU1660  HISTORY     - Date     Condition        Report By
 HU1660  HISTORY     - 1974     MONUMENTED       NGS
 HU1660  HISTORY     - 20040922 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1908 ***********************************************************************
 JU1908  DESIGNATION -  NEW CASTLE
 JU1908  PID         -  JU1908
 JU1908  STATE/COUNTY-  DE/NEW CASTLE
 JU1908  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1908
 JU1908                         *CURRENT SURVEY CONTROL
 JU1908  ___________________________________________________________________
 JU1908* NAD 83(1991)-  39 39 29.53330(N)    075 33 42.77567(W)     ADJUSTED  
 JU1908* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 JU1908  ___________________________________________________________________
 JU1908  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU1908  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU1908  DYNAMIC HT  -           1.947 (meters)       6.39  (feet)  COMP
 JU1908  MODELED GRAV-     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
 JU1908.and adjusted in June 1991.
 JU1908
 JU1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1908
 JU1908.The geoid height was determined by GEOID03.
 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;                    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       -  BELLEVUE REAR RANGE LIGHT                028 46 39.7
 JU1908:SPC NJ       -  BELLEVUE REAR RANGE LIGHT                029 21 46.0
 JU1908:UTM  18      -  BELLEVUE REAR RANGE LIGHT                029 02 37.1
 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
 JU1908.Superseded values are not recommended for survey control.
 JU1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1908.See file dsdata.txt to determine how the superseded data were derived.
 JU1908
 JU1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5179989973(NAD 83)
 JU1908_MARKER: DS = TRIANGULATION STATION DISK
 JU1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1908_STAMPING: NEW CASTLE 1933
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3757 ***********************************************************************
 JU3757  DESIGNATION -  NEW CASTLE
 JU3757  PID         -  JU3757
 JU3757  STATE/COUNTY-  DE/NEW CASTLE
 JU3757  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3757
 JU3757                         *CURRENT SURVEY CONTROL
 JU3757  ___________________________________________________________________
 JU3757* NAD 83(1991)-  39 39 30.73905(N)    075 33 32.60099(W)     ADJUSTED  
 JU3757* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU3757  ___________________________________________________________________
 JU3757  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3757  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3757
 JU3757.The geoid height was determined by GEOID03.
 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  =   0.99963318
 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  NGVD 29 (06/08/88)    2.     (m)            7.     (f) VERT ANG    3  
 JU3757
 JU3757.Superseded values are not recommended for survey control.
 JU3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3757.See file dsdata.txt to determine how the superseded data were derived.
 JU3757
 JU3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5204290009(NAD 83)
 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       USE
 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 = MARCH  2, 2009
 JU3720 ***********************************************************************
 JU3720  DESIGNATION -  NEW CASTLE AIRPORT AWY BCN 65
 JU3720  PID         -  JU3720
 JU3720  STATE/COUNTY-  DE/NEW CASTLE
 JU3720  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3720
 JU3720                         *CURRENT SURVEY CONTROL
 JU3720  ___________________________________________________________________
 JU3720* NAD 83(1991)-  39 39 52.04528(N)    075 35 18.94701(W)     ADJUSTED  
 JU3720* NAVD 88     -              **(meters)            **(feet)            
 JU3720  ___________________________________________________________________
 JU3720  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU3720  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU3720  HORZ ORDER  -  THIRD
 JU3720
 JU3720.The horizontal coordinates were established by classical geodetic methods
 JU3720.and adjusted by the National Geodetic Survey in January 1992.
 JU3720
 JU3720
 JU3720.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3720
 JU3720.The geoid height was determined by GEOID03.
 JU3720
 JU3720;                    North         East     Units Scale Factor Converg.
 JU3720;SPC DE       -   184,788.406   185,246.718   MT  0.99999768   -0 06 35.1
 JU3720;SPC DE       -   606,259.96    607,763.61   sFT  0.99999768   -0 06 35.1
 JU3720;SPC NJ       -    92,828.732    56,595.439   MT  1.00000738   -0 41 41.6
 JU3720;SPC NJ       -   304,555.60    185,680.20   sFT  1.00000738   -0 41 41.6
 JU3720;UTM  18      - 4,390,681.841   449,512.368   MT  0.99963138   -0 22 32.5
 JU3720
 JU3720                          SUPERSEDED SURVEY CONTROL
 JU3720
 JU3720  NAD 83(1986)-  39 39 52.03934(N)    075 35 18.95445(W) AD(       ) 4
 JU3720  NAD 27      -  39 39 51.63200(N)    075 35 20.22600(W) AD(       ) 3
 JU3720
 JU3720.Superseded values are not recommended for survey control.
 JU3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3720.See file dsdata.txt to determine how the superseded data were derived.
 JU3720
 JU3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4951290682(NAD 83)
 JU3720_MARKER: 22 = AIRWAY BEACON
 JU3720
 JU3720  HISTORY     - Date     Condition        Report By
 JU3720  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3720
 JU3720                          STATION DESCRIPTION
 JU3720
 JU3720'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3721 ***********************************************************************
 JU3721  DESIGNATION -  NEW CASTLE BELLANCA AIRPORT TK
 JU3721  PID         -  JU3721
 JU3721  STATE/COUNTY-  DE/NEW CASTLE
 JU3721  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3721
 JU3721                         *CURRENT SURVEY CONTROL
 JU3721  ___________________________________________________________________
 JU3721* NAD 83(1991)-  39 39 39.26460(N)    075 35 08.66174(W)     ADJUSTED  
 JU3721* NAVD 88     -              **(meters)            **(feet)            
 JU3721  ___________________________________________________________________
 JU3721  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 JU3721  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU3721  HORZ ORDER  -  THIRD
 JU3721
 JU3721.The horizontal coordinates were established by classical geodetic methods
 JU3721.and adjusted by the National Geodetic Survey in January 1992.
 JU3721
 JU3721
 JU3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3721
 JU3721.The geoid height was determined by GEOID03.
 JU3721
 JU3721;                    North         East     Units Scale Factor Converg.
 JU3721;SPC DE       -   184,393.771   185,491.136   MT  0.99999759   -0 06 28.5
 JU3721;SPC DE       -   604,965.23    608,565.50   sFT  0.99999759   -0 06 28.5
 JU3721;SPC NJ       -    92,431.617    56,835.817   MT  1.00000683   -0 41 34.9
 JU3721;SPC NJ       -   303,252.73    186,468.84   sFT  1.00000683   -0 41 34.9
 JU3721;UTM  18      - 4,390,286.221   449,754.863   MT  0.99963108   -0 22 25.9
 JU3721
 JU3721                          SUPERSEDED SURVEY CONTROL
 JU3721
 JU3721  NAD 83(1986)-  39 39 39.25914(N)    075 35 08.67133(W) AD(       ) 4
 JU3721  NAD 27      -  39 39 38.85400(N)    075 35 09.93500(W) AD(       ) 3
 JU3721
 JU3721.Superseded values are not recommended for survey control.
 JU3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3721.See file dsdata.txt to determine how the superseded data were derived.
 JU3721
 JU3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4975590286(NAD 83)
 JU3721_MARKER: 53 = ELEVATED TANK
 JU3721
 JU3721  HISTORY     - Date     Condition        Report By
 JU3721  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3721  HISTORY     - 1962     GOOD             CGS
 JU3721  HISTORY     - 1975     GOOD             NGS
 JU3721  HISTORY     - 1981     GOOD             NGS
 JU3721  HISTORY     - 1984     GOOD             USPSQD
 JU3721  HISTORY     - 19971018 GOOD             USPSQD
 JU3721
 JU3721                          STATION DESCRIPTION
 JU3721
 JU3721'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3721'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT BLACK
 JU3721'WATER TANK AT THE BELLANCA AIRCRAFT CORPORATION FACTORY ON THE
 JU3721'E SIDE OF BELLANCA AIRPORT ABOUT 1 MILE W OF NEW CASTLE.  THIS
 JU3721'TANK IS ABOUT 100 FEET HIGH.  IT HAS TWO RED LIGHT SET ECCENTRIC
 JU3721'TO THE BALL ON THE TOP.
 JU3721
 JU3721                          STATION RECOVERY (1962)
 JU3721
 JU3721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 JU3721'STATION WAS RECOVERED IN GOOD CONDITION.  LOCAL AUTHORITIES
 JU3721'STATED THE TANK IS ESSENTIALLY THE SAME AS WHEN ITS POSITION WAS
 JU3721'ESTABLISHED IN 1933.  THE POSITION WAS VERIFIED BY PLOTTING AND
 JU3721'COMPARING NEAR-BY DETAIL.
 JU3721
 JU3721                          STATION RECOVERY (1975)
 JU3721
 JU3721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3721'STATION RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 JU3721'FOLLOWS--STATION IS ON THE PROPERTY ONCE KNOWN AS THE BELLANCA
 JU3721'AIRPORT ABOUT ONE MILE WEST OF THE CITY OF NEW CASTLE.  THE
 JU3721'AIRPORT IS NO LONGER ACTIVE AND THE BUILDINGS NOW ARE OCCUPIED
 JU3721'BY THE AMERICAN CAN COMPANY.  THE BUILDINGS ARE PROMINENTLY
 JU3721'MARKED AND THERE ARE ROAD SIGNS DIRECTING TRAFFIC TO THE SITE.
 JU3721'
 JU3721'THE TANK HAS AN ORANGE CONICAL TOP AND A WHITE CYLINDERICAL
 JU3721'BODY WITH AMERICAN CAN COMPANY IN BLACK LETTERS ON THE WEST
 JU3721'SIDE.  THE HEMISPHERICAL BOTTOM, 4 LEGS AND CENTER STANDPIPE ARE
 JU3721'PAINTED BLACK.
 JU3721
 JU3721                          STATION RECOVERY (1981)
 JU3721
 JU3721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 JU3721'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU3721'
 JU3721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF NEW
 JU3721'CASTLE.
 JU3721
 JU3721                          STATION RECOVERY (1984)
 JU3721
 JU3721'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3721'THE TANK IS NOW PAINTED WHITE WITH BLUE CENTER STRIP AND ALUMINUM
 JU3721'LEGS.  THE INSCRIPTION READS HOOVER UNIVERSAL.
 JU3721'
 JU3721'THE LOCATION IS AS GIVEN LAT. AND LONG., THE STREETS ARE 14TH AND
 JU3721'OAK ST.
 JU3721
 JU3721                          STATION RECOVERY (1997)
 JU3721
 JU3721'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3706 ***********************************************************************
 JU3706  DESIGNATION -  NEW CASTLE COURTHOUSE
 JU3706  PID         -  JU3706
 JU3706  STATE/COUNTY-  DE/NEW CASTLE
 JU3706  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3706
 JU3706                         *CURRENT SURVEY CONTROL
 JU3706  ___________________________________________________________________
 JU3706* NAD 83(1991)-  39 39 35.34118(N)    075 33 49.01332(W)     ADJUSTED  
 JU3706* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3706  ___________________________________________________________________
 JU3706  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JU3706  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3706
 JU3706.The geoid height was determined by GEOID03.
 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                          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
 JU3706.Superseded values are not recommended for survey control.
 JU3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3706.See file dsdata.txt to determine how the superseded data were derived.
 JU3706
 JU3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5165290153(NAD 83)
 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 = MARCH  2, 2009
 JU3722 ***********************************************************************
 JU3722  DESIGNATION -  NEW CASTLE DEL RAYON TALL TANK
 JU3722  PID         -  JU3722
 JU3722  STATE/COUNTY-  DE/NEW CASTLE
 JU3722  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3722
 JU3722                         *CURRENT SURVEY CONTROL
 JU3722  ___________________________________________________________________
 JU3722* NAD 83(1991)-  39 38 47.88447(N)    075 35 33.83410(W)     ADJUSTED  
 JU3722* NAVD 88     -              **(meters)            **(feet)            
 JU3722  ___________________________________________________________________
 JU3722  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3722  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU3722  HORZ ORDER  -  THIRD
 JU3722
 JU3722.The horizontal coordinates were established by classical geodetic methods
 JU3722.and adjusted by the National Geodetic Survey in January 1992.
 JU3722
 JU3722
 JU3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3722
 JU3722.The geoid height was determined by GEOID03.
 JU3722
 JU3722;                    North         East     Units Scale Factor Converg.
 JU3722;SPC DE       -   182,810.311   184,887.987   MT  0.99999781   -0 06 44.4
 JU3722;SPC DE       -   599,770.16    606,586.67   sFT  0.99999781   -0 06 44.4
 JU3722;SPC NJ       -    90,854.383    56,216.526   MT  1.00000825   -0 41 50.2
 JU3722;SPC NJ       -   298,078.09    184,437.05   sFT  1.00000825   -0 41 50.2
 JU3722;UTM  18      - 4,388,706.155   449,144.596   MT  0.99963184   -0 22 41.5
 JU3722
 JU3722                          SUPERSEDED SURVEY CONTROL
 JU3722
 JU3722  NAD 83(1986)-  39 38 47.87899(N)    075 35 33.84250(W) AD(       ) 4
 JU3722  NAD 27      -  39 38 47.47500(N)    075 35 35.11200(W) AD(       ) 3
 JU3722
 JU3722.Superseded values are not recommended for survey control.
 JU3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3722.See file dsdata.txt to determine how the superseded data were derived.
 JU3722
 JU3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4914588706(NAD 83)
 JU3722_MARKER: 53 = ELEVATED TANK
 JU3722
 JU3722  HISTORY     - Date     Condition        Report By
 JU3722  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3722  HISTORY     - 1975     GOOD             NGS
 JU3722  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3722
 JU3722                          STATION DESCRIPTION
 JU3722
 JU3722'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3722'THIS STATION IS THE CENTER OF THE TALL BLACK WATER TANK AT THE
 JU3722'PLANT OF THE DELAWARE RAYON COMPANY ON THE W BANK OF THE
 JU3722'DELAWARE RIVER ABOUT 1-1/2 MILES SW OF NEW CASTLE.  THE TANK IS
 JU3722'JUST NW OF THE TWIN STACKS NEAR THE SE CORNER OF THE PLANT.  IT
 JU3722'IS A TALL BLACK TANK WITHOUT BALL OR FINIAL AT TIP.  IT IS
 JU3722'ABOUT 100 FEET HIGH.
 JU3722
 JU3722                          STATION RECOVERY (1975)
 JU3722
 JU3722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3722'THE ORIGINAL POSITION WAS RECOVERED.  A NEW DESCRIPTION
 JU3722'FOLLOWS--THE STATION IS THE CENTER OF A TALL CONICAL TOPPED,
 JU3722'HEMISPHERICAL BOTTOMED, CYLINDERICAL BODIED WATER TANK SUPPORTED
 JU3722'BY FOUR LEGS WITH A CENTER STANDPIPE.  THE TANK IS PAINTED WHITE
 JU3722'WITH CROWN ZELLERBACK COMPANY LETTERS PAINTED IN RED ON THE
 JU3722'NORTHWEST SIDE OF THE TANK.
 JU3722'
 JU3722'THE PROPERTY IS ON THE WEST SIDE OF THE DELAWARE RIVER, 1-1/2
 JU3722'MILES ON RT. 9 SOUTH OF NEW CASTLE, DELAWARE ACROSS RT. 9 FROM THE
 JU3722'NEW CASTLE AMOCO REFINERY WHICH HAS A VERY PROMINENT RED AND WHITE
 JU3722'STACK ON THE SITE.
 JU3722
 JU3722                          STATION RECOVERY (1984)
 JU3722
 JU3722'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3722'THE TANK WAS DEMOLISHED ACCORDING TO MANAGER OF CROWN
 JU3722'ZELLERBACK AT 1700 7/25/84.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3724 ***********************************************************************
 JU3724  DESIGNATION -  NEW CASTLE DEL RAYON SE STACK
 JU3724  PID         -  JU3724
 JU3724  STATE/COUNTY-  DE/NEW CASTLE
 JU3724  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3724
 JU3724                         *CURRENT SURVEY CONTROL
 JU3724  ___________________________________________________________________
 JU3724* NAD 83(1991)-  39 38 47.56982(N)    075 35 32.83172(W)     ADJUSTED  
 JU3724* NAVD 88     -              **(meters)            **(feet)            
 JU3724  ___________________________________________________________________
 JU3724  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3724  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU3724  HORZ ORDER  -  THIRD
 JU3724
 JU3724.The horizontal coordinates were established by classical geodetic methods
 JU3724.and adjusted by the National Geodetic Survey in January 1992.
 JU3724
 JU3724
 JU3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3724
 JU3724.The geoid height was determined by GEOID03.
 JU3724
 JU3724;                    North         East     Units Scale Factor Converg.
 JU3724;SPC DE       -   182,800.560   184,911.867   MT  0.99999780   -0 06 43.8
 JU3724;SPC DE       -   599,738.17    606,665.02   sFT  0.99999780   -0 06 43.8
 JU3724;SPC NJ       -    90,844.388    56,240.305   MT  1.00000820   -0 41 49.5
 JU3724;SPC NJ       -   298,045.30    184,515.07   sFT  1.00000820   -0 41 49.5
 JU3724;UTM  18      - 4,388,696.297   449,168.421   MT  0.99963181   -0 22 40.9
 JU3724
 JU3724                          SUPERSEDED SURVEY CONTROL
 JU3724
 JU3724  NAD 83(1986)-  39 38 47.56433(N)    075 35 32.84011(W) AD(       ) 4
 JU3724  NAD 27      -  39 38 47.16000(N)    075 35 34.10900(W) AD(       ) 3
 JU3724
 JU3724.Superseded values are not recommended for survey control.
 JU3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3724.See file dsdata.txt to determine how the superseded data were derived.
 JU3724
 JU3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4916888696(NAD 83)
 JU3724_MARKER: 63 = STACK
 JU3724
 JU3724  HISTORY     - Date     Condition        Report By
 JU3724  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3724  HISTORY     - 1975     GOOD             NGS
 JU3724  HISTORY     - 1984     GOOD             USPSQD
 JU3724
 JU3724                          STATION DESCRIPTION
 JU3724
 JU3724'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3724'THIS STATION IS THE CENTER OF THE SOUTHEASTERLY ONE OF TWIN
 JU3724'STACKS AT THE PLANT OF THE DELAWARE RAYON COMPANY ON THE W BANK
 JU3724'OF THE DELAWARE RIVER ABOUT 1-1/2 MILES SW OF NEW CASTLE.  THESE
 JU3724'STACKS ARE AMONG BUILDINGS AT THE SE CORNER OF THE PLANT.  THEY
 JU3724'ARE YELLOW-BRICK STACKS WITH SLIGHT CORBEL AT THE TOP.  THEY ARE
 JU3724'ABOUT 100 FEET HIGH.
 JU3724
 JU3724                          STATION RECOVERY (1975)
 JU3724
 JU3724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3724'STATION WAS RECOVERED IN GOOD CONDITION.  THE PROPERTY NOW
 JU3724'BELONGS TO THE CROWN ZELLERBACK COMPANY.  IT IS RIVER FRONT
 JU3724'PROPERTY AND IS SOUTH OF NEW CASTLE ON RT. 9.  THE AMOCO
 JU3724'REFINERY IS TO THE NORTHEAST ACROSS RT. 9.  THE MOST PROMINENT
 JU3724'FEATURE IN THE AREA IS THE RED AND WHITE AMOCO STACK.  THE
 JU3724'MANAGER OF THE CROWN ZELLERBACK FACILITY INDICATED THAT THE
 JU3724'STACK MAY BE DEMOLISHED AS TIME AND FUNDS PERMIT.
 JU3724
 JU3724                          STATION RECOVERY (1984)
 JU3724
 JU3724'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3724'THE STACK NEAREST THE WATER HAS BEEN DEMOLISHED - THIS WAS THE
 JU3724'APPARENT 1218 MARK.  THE SECOND STACK MENTIONED IS UNUSED - THE
 JU3724'PICTURE IS OF IT.  INFORMATION FROM MANAGER OF CROWN ZELLERBACK
 JU3724'AT 1700 7/25/84.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3709 ***********************************************************************
 JU3709  DESIGNATION -  NEW CASTLE EMMANUEL PE CHURCH
 JU3709  PID         -  JU3709
 JU3709  STATE/COUNTY-  DE/NEW CASTLE
 JU3709  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3709
 JU3709                         *CURRENT SURVEY CONTROL
 JU3709  ___________________________________________________________________
 JU3709* NAD 83(1991)-  39 39 38.77855(N)    075 33 45.70606(W)     ADJUSTED  
 JU3709* NAVD 88     -              **(meters)            **(feet)            
 JU3709  ___________________________________________________________________
 JU3709  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JU3709  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU3709  HORZ ORDER  -  THIRD
 JU3709
 JU3709.The horizontal coordinates were established by classical geodetic methods
 JU3709.and adjusted by the National Geodetic Survey in January 1992.
 JU3709
 JU3709
 JU3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3709
 JU3709.The geoid height was determined by GEOID03.
 JU3709
 JU3709;                    North         East     Units Scale Factor Converg.
 JU3709;SPC DE       -   184,375.310   187,468.554   MT  0.99999693   -0 05 35.5
 JU3709;SPC DE       -   604,904.66    615,053.08   sFT  0.99999693   -0 05 35.5
 JU3709;SPC NJ       -    92,392.964    58,812.958   MT  1.00000234   -0 40 41.9
 JU3709;SPC NJ       -   303,125.92    192,955.51   sFT  1.00000234   -0 40 41.9
 JU3709;UTM  18      - 4,390,258.592   451,731.447   MT  0.99962868   -0 21 32.9
 JU3709
 JU3709                          SUPERSEDED SURVEY CONTROL
 JU3709
 JU3709  NAD 83(1986)-  39 39 38.77303(N)    075 33 45.71334(W) AD(       ) 4
 JU3709  NAD 27      -  39 39 38.37000(N)    075 33 46.98500(W) AD(       ) 3
 JU3709
 JU3709.Superseded values are not recommended for survey control.
 JU3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3709.See file dsdata.txt to determine how the superseded data were derived.
 JU3709
 JU3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5173190259(NAD 83)
 JU3709_MARKER: 91 = CHURCH CROSS
 JU3709
 JU3709  HISTORY     - Date     Condition        Report By
 JU3709  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3709  HISTORY     - 1948     GOOD             CGS
 JU3709  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3709  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 JU3709
 JU3709                          STATION DESCRIPTION
 JU3709
 JU3709'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3709'THIS STATION IS THE CROSS ON THE SPIRE OF THE EMMANUEL PROTESTANT
 JU3709'EPISCOPAL CHURCH IN A SMALL CEMETERY AT THE W CORNER OF HARMONY
 JU3709'STREET AND MARKET STREET, FACING W.  THE CHURCH IS A CONCRETE
 JU3709'BUILDING WITH A SQUARE CONCRETE BELFRY OVER THE FRONT (W) CENTER
 JU3709'OF THE BUILDING.  THE BELFRY HAS A CLOCK ON EACH SIDE.  IT HAS
 JU3709'AN OCTAGONAL GRAY SLATE SPIRE RISING ABOUT 60 FEET ABOVE THE
 JU3709'BELFRY.  SPIRE HAS GOLD BALL AND CROSS AT TIP.  THE BUILDING
 JU3709'WAS ERECTED IN 1703.
 JU3709
 JU3709                          STATION RECOVERY (1948)
 JU3709
 JU3709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ELJ)
 JU3709'STATION WAS RECOVERED.  DESCRIPTION ADEQUATE.
 JU3709
 JU3709                          STATION RECOVERY (1984)
 JU3709
 JU3709'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3709'STATION HAD BURNED A COUPLE OF YEARS AGO.
 JU3709'
 JU3709'STATION HAS BEEN REBUILT IN PLACE (1983) THE SPIRE IS WHITE SHINGLED
 JU3709'W/THREE DORMER-TYPE DOORS AND A GOLD CROSS ON A GOLD BALL.  THE
 JU3709'CROSS IS THE REFERENCE POINT.  LOCATION IS AS BEFORE.
 JU3709
 JU3709                          STATION RECOVERY (1991)
 JU3709
 JU3709'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3764 ***********************************************************************
 JU3764  DESIGNATION -  NEW CASTLE MASON TEMPLE BELFRY
 JU3764  PID         -  JU3764
 JU3764  STATE/COUNTY-  DE/NEW CASTLE
 JU3764  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3764
 JU3764                         *CURRENT SURVEY CONTROL
 JU3764  ___________________________________________________________________
 JU3764* NAD 83(1991)-  39 39 36.71054(N)    075 33 53.07923(W)     ADJUSTED  
 JU3764* NAVD 88     -              **(meters)            **(feet)            
 JU3764  ___________________________________________________________________
 JU3764  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JU3764  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU3764  HORZ ORDER  -  THIRD
 JU3764
 JU3764.The horizontal coordinates were established by classical geodetic methods
 JU3764.and adjusted by the National Geodetic Survey in January 1992.
 JU3764
 JU3764
 JU3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3764
 JU3764.The geoid height was determined by GEOID03.
 JU3764
 JU3764;                    North         East     Units Scale Factor Converg.
 JU3764;SPC DE       -   184,311.819   187,292.692   MT  0.99999699   -0 05 40.2
 JU3764;SPC DE       -   604,696.36    614,476.11   sFT  0.99999699   -0 05 40.2
 JU3764;SPC NJ       -    92,331.271    58,636.455   MT  1.00000274   -0 40 46.6
 JU3764;SPC NJ       -   302,923.51    192,376.44   sFT  1.00000274   -0 40 46.6
 JU3764;UTM  18      - 4,390,195.940   451,555.357   MT  0.99962889   -0 21 37.6
 JU3764
 JU3764                          SUPERSEDED SURVEY CONTROL
 JU3764
 JU3764  NAD 83(1986)-  39 39 36.70448(N)    075 33 53.08626(W) AD(       ) 4
 JU3764  NAD 27      -  39 39 36.29600(N)    075 33 54.35100(W) AD(       ) 3
 JU3764
 JU3764.Superseded values are not recommended for survey control.
 JU3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3764.See file dsdata.txt to determine how the superseded data were derived.
 JU3764
 JU3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5155590196(NAD 83)
 JU3764_MARKER: 75 = BELFRY
 JU3764
 JU3764  HISTORY     - Date     Condition        Report By
 JU3764  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3764  HISTORY     - 1946     GOOD             CGS
 JU3764  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3764  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 JU3764
 JU3764                          STATION DESCRIPTION
 JU3764
 JU3764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3764'THIS STATION IS THE FINIAL OF THE BELFRY OF THE BUILDING USED
 JU3764'AS THE MASONIC HALL, ODD FELLOWS HALL, AND TOWN HALL.  IT IS
 JU3764'ON THE W SIDE OF DELAWARE STREET BETWEEN W 3RD STREET AND W 4TH
 JU3764'STREET.  IT IS A RED-BRICK BUILDING TRIMMED WITH WHITE STONE AND
 JU3764'HAS A WHITE SHEET METAL CORNICE.  THERE IS A TOWER ABOVE THE
 JU3764'FRONT CENTER OF THE BUILDING WITH A SMALL DOME SUPPORTED BY EIGHT
 JU3764'COLUMNS.  FINIAL AT CENTER OF DOME HAS CARDINAL DIRECTION
 JU3764'POINTERS AND WEATHER VANE.  FINIAL ALSO HAS A LARGE BALL
 JU3764'AT THE BASE AND A SMALLER ONE NEAR THE TOP.  THE BUILDING WAS
 JU3764'ERECTED IN 1879.
 JU3764
 JU3764                          STATION RECOVERY (1946)
 JU3764
 JU3764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3764'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3764'ADEQUATE.
 JU3764
 JU3764                          STATION RECOVERY (1984)
 JU3764
 JU3764'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3764'THE MASONIC HALL IS THERE WITH TWO CHIMNEYS, BUT NO BELFRY TOWER
 JU3764'REMAINS.
 JU3764
 JU3764                          STATION RECOVERY (1991)
 JU3764
 JU3764'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3751 ***********************************************************************
 JU3751  DESIGNATION -  NEW CASTLE MUNICIPAL STANDPIPE
 JU3751  PID         -  JU3751
 JU3751  STATE/COUNTY-  DE/NEW CASTLE
 JU3751  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3751
 JU3751                         *CURRENT SURVEY CONTROL
 JU3751  ___________________________________________________________________
 JU3751* NAD 83(1991)-  39 40 14.24054(N)    075 33 41.10932(W)     ADJUSTED  
 JU3751* NAVD 88     -              **(meters)            **(feet)            
 JU3751  ___________________________________________________________________
 JU3751  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3751  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU3751  HORZ ORDER  -  THIRD
 JU3751
 JU3751.The horizontal coordinates were established by classical geodetic methods
 JU3751.and adjusted by the National Geodetic Survey in January 1992.
 JU3751
 JU3751
 JU3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3751
 JU3751.The geoid height was determined by GEOID03.
 JU3751
 JU3751;                    North         East     Units Scale Factor Converg.
 JU3751;SPC DE       -   185,468.817   187,579.892   MT  0.99999690   -0 05 32.7
 JU3751;SPC DE       -   608,492.28    615,418.36   sFT  0.99999690   -0 05 32.7
 JU3751;SPC NJ       -    93,485.283    58,935.458   MT  1.00000206   -0 40 39.5
 JU3751;SPC NJ       -   306,709.63    193,357.42   sFT  1.00000206   -0 40 39.5
 JU3751;UTM  18      - 4,391,351.168   451,847.817   MT  0.99962855   -0 21 30.2
 JU3751
 JU3751                          SUPERSEDED SURVEY CONTROL
 JU3751
 JU3751  NAD 83(1986)-  39 40 14.23433(N)    075 33 41.11614(W) AD(       ) 4
 JU3751  NAD 27      -  39 40 13.82800(N)    075 33 42.38900(W) AD(       ) 3
 JU3751
 JU3751.Superseded values are not recommended for survey control.
 JU3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3751.See file dsdata.txt to determine how the superseded data were derived.
 JU3751
 JU3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5184891351(NAD 83)
 JU3751_MARKER: 52 = STANDPIPE TANK
 JU3751
 JU3751  HISTORY     - Date     Condition        Report By
 JU3751  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3751  HISTORY     - 1975     GOOD             NGS
 JU3751  HISTORY     - 1984     GOOD             USPSQD
 JU3751  HISTORY     - 1984     GOOD             USPSQD
 JU3751  HISTORY     - 19910610 GOOD             USPSQD
 JU3751  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 JU3751
 JU3751                          STATION DESCRIPTION
 JU3751
 JU3751'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3751'THIS STATION IS THE CENTER OF THE STANDPIPE OF THE NEW CASTLE
 JU3751'WATER AND LIGHT PLANT IN THE NORTHEASTERN PART OF NEW CASTLE.  THE
 JU3751'STANDPIPE IS ABOUT 75 FEET W OF THE CONTINUATION OF CHESTNUT
 JU3751'STREET (WILMINGTON ROAD), 0.1 MILE S OF RAILROAD CROSSING, AND
 JU3751'0.25 MILE N OF E 6TH STREET.  IT IS A PLAIN BLACK CYLINDRICAL
 JU3751'STEEL STANDPIPE ABOUT 15 FEET IN DIAMETER AND 120 FEET HIGH.
 JU3751
 JU3751                          STATION RECOVERY (1975)
 JU3751
 JU3751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3751'RECOVERED AS DESCRIBED.
 JU3751
 JU3751                          STATION RECOVERY (1984)
 JU3751
 JU3751'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3751'MUNICIPAL STANDPIPE IS NEAREST 11TH AND GRAY ST (NO CHANGE IN
 JU3751'COORDINATES).  NAME IS IN RED ON NW-SE SIDES - RED ON GREEN.
 JU3751
 JU3751                          STATION RECOVERY (1984)
 JU3751
 JU3751'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3751'TANK IS GREEN IN COLOR.
 JU3751'
 JU3751'OTHERWISE NO CHANGE.
 JU3751
 JU3751                          STATION RECOVERY (1991)
 JU3751
 JU3751'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3751'RECOVERED IN GOOD CONDITION.
 JU3751
 JU3751                          STATION RECOVERY (1998)
 JU3751
 JU3751'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2539 ***********************************************************************
 JU2539  DESIGNATION -  NEW CASTLE RANGE FRONT LIGHT
 JU2539  PID         -  JU2539
 JU2539  STATE/COUNTY-  DE/NEW CASTLE
 JU2539  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2539
 JU2539                         *CURRENT SURVEY CONTROL
 JU2539  ___________________________________________________________________
 JU2539* NAD 83(1991)-  39 38 32.60846(N)    075 35 43.52744(W)     ADJUSTED  
 JU2539* NAVD 88     -              **(meters)            **(feet)            
 JU2539  ___________________________________________________________________
 JU2539  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JU2539  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 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
 JU2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2539
 JU2539.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2539
 JU2539  NAD 83(1986)-  39 38 32.60230(N)    075 35 43.53439(W) AD(       ) 4
 JU2539
 JU2539.Superseded values are not recommended for survey control.
 JU2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2539.See file dsdata.txt to determine how the superseded data were derived.
 JU2539
 JU2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4891088237(NAD 83)
 JU2539_MARKER: 14 = NAVIGATION LIGHT
 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 = MARCH  2, 2009
 JU2540 ***********************************************************************
 JU2540  DESIGNATION -  NEW CASTLE RANGE REAR LIGHT
 JU2540  PID         -  JU2540
 JU2540  STATE/COUNTY-  DE/NEW CASTLE
 JU2540  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2540
 JU2540                         *CURRENT SURVEY CONTROL
 JU2540  ___________________________________________________________________
 JU2540* NAD 83(1991)-  39 38 53.36594(N)    075 35 56.46383(W)     ADJUSTED  
 JU2540* NAVD 88     -              **(meters)            **(feet)            
 JU2540  ___________________________________________________________________
 JU2540  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JU2540  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 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
 JU2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2540
 JU2540.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2540
 JU2540  NAD 83(1986)-  39 38 53.35934(N)    075 35 56.47050(W) AD(       ) 4
 JU2540
 JU2540.Superseded values are not recommended for survey control.
 JU2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2540.See file dsdata.txt to determine how the superseded data were derived.
 JU2540
 JU2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4860688879(NAD 83)
 JU2540_MARKER: 14 = NAVIGATION LIGHT
 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 = MARCH  2, 2009
 JU1904 ***********************************************************************
 JU1904  DESIGNATION -  NEW CASTLE RM 2
 JU1904  PID         -  JU1904
 JU1904  STATE/COUNTY-  DE/NEW CASTLE
 JU1904  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1904
 JU1904                         *CURRENT SURVEY CONTROL
 JU1904  ___________________________________________________________________
 JU1904* NAD 83(1986)-  39 39 27.     (N)    075 33 42.     (W)     SCALED    
 JU1904* NAVD 88     -         1.723  (meters)       5.65   (feet)  ADJUSTED  
 JU1904  ___________________________________________________________________
 JU1904  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU1904  DYNAMIC HT  -           1.722 (meters)       5.65  (feet)  COMP
 JU1904  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 JU1904
 JU1904  VERT ORDER  -  FIRST     CLASS I
 JU1904
 JU1904.The horizontal coordinates were scaled from a topographic map and have
 JU1904.an estimated accuracy of +/- 6 seconds.
 JU1904
 JU1904.The orthometric height was determined by differential leveling
 JU1904.and adjusted in June 1991.
 JU1904
 JU1904.The geoid height was determined by GEOID03.
 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       -   184,010.      187,560.      MT  (+/- 180 meters Scaled)
 JU1904
 JU1904                          SUPERSEDED SURVEY CONTROL
 JU1904
 JU1904  NGVD 29 (01/10/92)    2.038  (m)            6.69   (f) ADJUSTED    1 1
 JU1904
 JU1904.Superseded values are not recommended for survey control.
 JU1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1904.See file dsdata.txt to determine how the superseded data were derived.
 JU1904
 JU1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ518898(NAD 83)
 JU1904_MARKER: DR = REFERENCE MARK DISK
 JU1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1904_SP_SET: RETAINING WALL
 JU1904_STAMPING: NEW CASTLE NO 2 1933
 JU1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3834 ***********************************************************************
 JU3834  DESIGNATION -  NEWARK CHRYSLER LARGER TANK
 JU3834  PID         -  JU3834
 JU3834  STATE/COUNTY-  DE/NEW CASTLE
 JU3834  USGS QUAD   -  NEWARK WEST (1992)
 JU3834
 JU3834                         *CURRENT SURVEY CONTROL
 JU3834  ___________________________________________________________________
 JU3834* NAD 83(1991)-  39 39 54.19315(N)    075 45 30.78522(W)     ADJUSTED  
 JU3834* NAVD 88     -              **(meters)            **(feet)            
 JU3834  ___________________________________________________________________
 JU3834  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JU3834  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 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
 JU3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3834
 JU3834.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3834
 JU3834  NAD 83(1986)-  39 39 54.18724(N)    075 45 30.79159(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3834.See file dsdata.txt to determine how the superseded data were derived.
 JU3834
 JU3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3493590857(NAD 83)
 JU3834_MARKER: 53 = ELEVATED TANK
 JU3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3834+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3835 ***********************************************************************
 JU3835  DESIGNATION -  NEWARK CHRYSLER SMALLER TANK
 JU3835  PID         -  JU3835
 JU3835  STATE/COUNTY-  DE/NEW CASTLE
 JU3835  USGS QUAD   -  NEWARK WEST (1992)
 JU3835
 JU3835                         *CURRENT SURVEY CONTROL
 JU3835  ___________________________________________________________________
 JU3835* NAD 83(1991)-  39 40 07.74968(N)    075 45 17.19676(W)     ADJUSTED  
 JU3835* NAVD 88     -              **(meters)            **(feet)            
 JU3835  ___________________________________________________________________
 JU3835  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 JU3835  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3835  HORZ ORDER  -  THIRD
 JU3835
 JU3835.The horizontal coordinates were established by classical geodetic methods
 JU3835.and adjusted by the National Geodetic Survey in January 1992.
 JU3835
 JU3835
 JU3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3835
 JU3835.The geoid height was determined by GEOID03.
 JU3835
 JU3835;                    North         East     Units Scale Factor Converg.
 JU3835;SPC DE       -   185,313.260   170,988.579   MT  1.00000536   -0 12 57.0
 JU3835;SPC DE       -   607,981.92    560,985.03   sFT  1.00000536   -0 12 57.0
 JU3835;SPC MD       -   222,987.600   506,847.885   MT  1.00004561   +0 46 53.6
 JU3835;SPC MD       -   731,585.15  1,662,883.44   sFT  1.00004561   +0 46 53.6
 JU3835;UTM  18      - 4,391,272.665   435,261.952   MT  0.99965160   -0 28 54.6
 JU3835
 JU3835                          SUPERSEDED SURVEY CONTROL
 JU3835
 JU3835  NAD 83(1986)-  39 40 07.74379(N)    075 45 17.20312(W) AD(       ) 4
 JU3835  NAD 27      -  39 40 07.35200(N)    075 45 18.45100(W) AD(       ) 3
 JU3835
 JU3835.Superseded values are not recommended for survey control.
 JU3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3835.See file dsdata.txt to determine how the superseded data were derived.
 JU3835
 JU3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3526291273(NAD 83)
 JU3835_MARKER: 53 = ELEVATED TANK
 JU3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3835+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JU3835
 JU3835  HISTORY     - Date     Condition        Report By
 JU3835  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3835  HISTORY     - 1984     GOOD             LOCENG
 JU3835  HISTORY     - 19910715 GOOD             USPSQD
 JU3835  HISTORY     - 20011203 GOOD             NGS
 JU3835  HISTORY     - 20030316 GOOD             USPSQD
 JU3835
 JU3835                          STATION DESCRIPTION
 JU3835
 JU3835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3835'STATION IS LOCATED AT THE NEWARK CHRYSLER CORPORATION PLANT
 JU3835'(PARTS DIVISION) AT NEWARK, DELAWARE.  IT IS LOCATED NEAR THE
 JU3835'NORTHEAST CORNER OF THE PARTS DIVISION PLANT.  IT IS OF STEEL
 JU3835'CONSTRUCTION WITH 6 LEGS.  IT IS 129 FEET HIGH AND PAINTED
 JU3835'SILVER.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 JU3835'
 JU3835'STATION IS ABOUT 150 FEET SOUTH OF THE PENNSYLVANIA RAILROAD,
 JU3835'ABOUT 200 FEET SOUTHWEST OF THE SOUTH END OF THE STATE
 JU3835'HIGHWAY NO. 896 BRIDGE OVER THE PENNSYLVANIA RAILROAD AND
 JU3835'ABOUT 75 FEET NORTH OF THE NORTH SIDE OF THE PARTS DIVISION
 JU3835'BUILDING.
 JU3835
 JU3835                          STATION RECOVERY (1984)
 JU3835
 JU3835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JLM)
 JU3835'STATION RECOVERED AS INDICATED.
 JU3835
 JU3835                          STATION RECOVERY (1991)
 JU3835
 JU3835'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU3835'RECOVERED IN GOOD CONDITION.
 JU3835
 JU3835                          STATION RECOVERY (2001)
 JU3835
 JU3835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3835
 JU3835                          STATION RECOVERY (2003)
 JU3835
 JU3835'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3831 ***********************************************************************
 JU3831  DESIGNATION -  NEWARK E I DUPONT STINE LAB TK
 JU3831  PID         -  JU3831
 JU3831  STATE/COUNTY-  DE/NEW CASTLE
 JU3831  USGS QUAD   -  NEWARK WEST (1992)
 JU3831
 JU3831                         *CURRENT SURVEY CONTROL
 JU3831  ___________________________________________________________________
 JU3831* NAD 83(1991)-  39 39 39.69499(N)    075 47 10.01738(W)     ADJUSTED  
 JU3831* NAVD 88     -              **(meters)            **(feet)            
 JU3831  ___________________________________________________________________
 JU3831  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JU3831  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU3831  HORZ ORDER  -  THIRD
 JU3831
 JU3831.The horizontal coordinates were established by classical geodetic methods
 JU3831.and adjusted by the National Geodetic Survey in January 1992.
 JU3831
 JU3831
 JU3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3831
 JU3831.The geoid height was determined by GEOID03.
 JU3831
 JU3831;                    North         East     Units Scale Factor Converg.
 JU3831;SPC DE       -   184,458.621   168,295.975   MT  1.00000737   -0 14 08.9
 JU3831;SPC DE       -   605,177.99    552,151.04   sFT  1.00000737   -0 14 08.9
 JU3831;SPC MD       -   222,086.180   504,170.465   MT  1.00004373   +0 45 42.8
 JU3831;SPC MD       -   728,627.74  1,654,099.27   sFT  1.00004373   +0 45 42.8
 JU3831;SPC PA S     -    38,259.611   768,525.096   MT  1.00005373   +1 16 27.0
 JU3831;SPC PA S     -   125,523.41  2,521,402.75   sFT  1.00005373   +1 16 27.0
 JU3831;UTM  18      - 4,390,430.831   432,566.360   MT  0.99965598   -0 30 06.3
 JU3831
 JU3831                          SUPERSEDED SURVEY CONTROL
 JU3831
 JU3831  NAD 83(1986)-  39 39 39.68917(N)    075 47 10.02389(W) AD(       ) 4
 JU3831  NAD 27      -  39 39 39.29600(N)    075 47 11.26100(W) AD(       ) 3
 JU3831
 JU3831.Superseded values are not recommended for survey control.
 JU3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3831.See file dsdata.txt to determine how the superseded data were derived.
 JU3831
 JU3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3256690431(NAD 83)
 JU3831_MARKER: 53 = ELEVATED TANK
 JU3831_SETTING: 0 = UNSPECIFIED SETTING
 JU3831
 JU3831  HISTORY     - Date     Condition        Report By
 JU3831  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3831  HISTORY     - 1984     GOOD             USPSQD
 JU3831  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU3831  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 JU3831
 JU3831                          STATION DESCRIPTION
 JU3831
 JU3831'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3831'STATION IS LOCATED AT THE E. I, DUPONT LABORATORY WHICH IS
 JU3831'ABOUT 1.0 MILE SOUTHWEST OF THE TOWN OF NEWARK, DELAWARE.  IT
 JU3831'IS OF STEEL CONSTRUCTION WITH FOUR LEGS.  IT IS PAINTED
 JU3831'ORANGE WITH A LARGE WHITE BAND IN THE CENTER OF THE
 JU3831'TANK.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 JU3831'
 JU3831'STATION MAY BE REACHED BY GOING 0.8 MILE SOUTHWEST ALONG
 JU3831'STATE HIGHWAY 2 FROM THE SOUTHWEST CITY LIMITS OF NEWARK, DELAWARE.
 JU3831
 JU3831                          STATION RECOVERY (1984)
 JU3831
 JU3831'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3831'STATION RECOVERED AS LISTED.
 JU3831
 JU3831                          STATION RECOVERY (2001)
 JU3831
 JU3831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3831'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3831
 JU3831                          STATION RECOVERY (2003)
 JU3831
 JU3831'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU3831'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3815 ***********************************************************************
 JU3815  DESIGNATION -  NEWARK MUNICIPAL TANK
 JU3815  PID         -  JU3815
 JU3815  STATE/COUNTY-  DE/NEW CASTLE
 JU3815  USGS QUAD   -  NEWARK EAST (1993)
 JU3815
 JU3815                         *CURRENT SURVEY CONTROL
 JU3815  ___________________________________________________________________
 JU3815* NAD 83(1991)-  39 41 28.26578(N)    075 43 26.76483(W)     ADJUSTED  
 JU3815* NAVD 88     -              **(meters)            **(feet)            
 JU3815  ___________________________________________________________________
 JU3815  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 JU3815  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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
 JU3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3815
 JU3815.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3815
 JU3815  NAD 83(1986)-  39 41 28.25978(N)    075 43 26.77132(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3815.See file dsdata.txt to determine how the superseded data were derived.
 JU3815
 JU3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3791393733(NAD 83)
 JU3815_MARKER: 51 = TANK
 JU3815
 JU3815  HISTORY     - Date     Condition        Report By
 JU3815  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3815
 JU3815                          STATION DESCRIPTION
 JU3815
 JU3815'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4295 ***********************************************************************
 JU4295  DESIGNATION -  NEWPORT AZ MK RESET
 JU4295  PID         -  JU4295
 JU4295  STATE/COUNTY-  DE/NEW CASTLE
 JU4295  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU4295
 JU4295                         *CURRENT SURVEY CONTROL
 JU4295  ___________________________________________________________________
 JU4295* NAD 83(1991)-  39 42 36.01139(N)    075 36 29.41680(W)     ADJUSTED  
 JU4295* NAVD 88     -         9.45   (meters)      31.0    (feet)  RESET     
 JU4295  ___________________________________________________________________
 JU4295  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 JU4295  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.No vertical observational check was made to the station.
 JU4295
 JU4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4295
 JU4295.The geoid height was determined by GEOID03.
 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       -   1.00000368  x   0.99999832  =   1.00000200
 JU4295!UTM  18      -   1.00000368  x   0.99963346  =   0.99963714
 JU4295
 JU4295                          SUPERSEDED SURVEY CONTROL
 JU4295
 JU4295  NAVD 88 (03/31/99)   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4295.See file dsdata.txt to determine how the superseded data were derived.
 JU4295
 JU4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4786895748(NAD 83)
 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 = MARCH  2, 2009
 JU3701 ***********************************************************************
 JU3701  DESIGNATION -  NEWPORT DUPONT WATER TANK
 JU3701  PID         -  JU3701
 JU3701  STATE/COUNTY-  DE/NEW CASTLE
 JU3701  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3701
 JU3701                         *CURRENT SURVEY CONTROL
 JU3701  ___________________________________________________________________
 JU3701* NAD 83(1991)-  39 42 41.26509(N)    075 36 53.02505(W)     ADJUSTED  
 JU3701* NAVD 88     -              **(meters)            **(feet)            
 JU3701  ___________________________________________________________________
 JU3701  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JU3701  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3701  HORZ ORDER  -  THIRD
 JU3701
 JU3701.The horizontal coordinates were established by classical geodetic methods
 JU3701.and adjusted by the National Geodetic Survey in January 1992.
 JU3701
 JU3701
 JU3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3701
 JU3701.The geoid height was determined by GEOID03.
 JU3701
 JU3701;                    North         East     Units Scale Factor Converg.
 JU3701;SPC DE       -   190,011.964   183,015.784   MT  0.99999855   -0 07 35.6
 JU3701;SPC DE       -   623,397.59    600,444.28   sFT  0.99999855   -0 07 35.6
 JU3701;UTM  18      - 4,395,913.792   447,306.524   MT  0.99963418   -0 23 34.0
 JU3701
 JU3701                          SUPERSEDED SURVEY CONTROL
 JU3701
 JU3701  NAD 83(1986)-  39 42 41.26057(N)    075 36 53.03313(W) AD(       ) 4
 JU3701  NAD 27      -  39 42 40.85200(N)    075 36 54.29600(W) AD(       ) 3
 JU3701
 JU3701.Superseded values are not recommended for survey control.
 JU3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3701.See file dsdata.txt to determine how the superseded data were derived.
 JU3701
 JU3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4730795914(NAD 83)
 JU3701_MARKER: 51 = TANK
 JU3701
 JU3701  HISTORY     - Date     Condition        Report By
 JU3701  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3701  HISTORY     - 1966     SEE DESCRIPTION  CGS
 JU3701
 JU3701                          STATION DESCRIPTION
 JU3701
 JU3701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EP)
 JU3701'NO DESCRIPTION WAS AVAILABLE ON THE STATION.  THE POSITION OF
 JU3701'THIS STATION WAS PLOTTED ON THE QUADRANGLE, BUT NO TANK COULD
 JU3701'BE FOUND ANYWHERE NEAR THE AREA.  THERE IS TWO TANKS ON THE
 JU3701'DUPONT PROPERTY, BUT NEITHER TANK IS WITHIN A THOUSAND FEET
 JU3701'OF THE STATION.  IT APPEARS THAT THE TANK HAS BEEN REMOVED OR
 JU3701'THE POSITION IS IN ERROR.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3702 ***********************************************************************
 JU3702  DESIGNATION -  NEWPORT KREBS CO SQUAT TANK
 JU3702  PID         -  JU3702
 JU3702  STATE/COUNTY-  DE/NEW CASTLE
 JU3702  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3702
 JU3702                         *CURRENT SURVEY CONTROL
 JU3702  ___________________________________________________________________
 JU3702* NAD 83(1991)-  39 42 39.25804(N)    075 36 41.93776(W)     ADJUSTED  
 JU3702* NAVD 88     -              **(meters)            **(feet)            
 JU3702  ___________________________________________________________________
 JU3702  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JU3702  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3702  HORZ ORDER  -  THIRD
 JU3702
 JU3702.The horizontal coordinates were established by classical geodetic methods
 JU3702.and adjusted by the National Geodetic Survey in January 1992.
 JU3702
 JU3702
 JU3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3702
 JU3702.The geoid height was determined by GEOID03.
 JU3702
 JU3702;                    North         East     Units Scale Factor Converg.
 JU3702;SPC DE       -   189,949.486   183,279.748   MT  0.99999844   -0 07 28.5
 JU3702;SPC DE       -   623,192.61    601,310.31   sFT  0.99999844   -0 07 28.5
 JU3702;UTM  18      - 4,395,850.110   447,570.099   MT  0.99963384   -0 23 26.9
 JU3702
 JU3702                          SUPERSEDED SURVEY CONTROL
 JU3702
 JU3702  NAD 83(1986)-  39 42 39.25298(N)    075 36 41.94502(W) AD(       ) 4
 JU3702  NAD 27      -  39 42 38.84600(N)    075 36 43.21100(W) AD(       ) 3
 JU3702
 JU3702.Superseded values are not recommended for survey control.
 JU3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3702.See file dsdata.txt to determine how the superseded data were derived.
 JU3702
 JU3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4757095850(NAD 83)
 JU3702_MARKER: 51 = TANK
 JU3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3702+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 JU3702
 JU3702  HISTORY     - Date     Condition        Report By
 JU3702  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3702  HISTORY     - 1966     GOOD             CGS
 JU3702  HISTORY     - 1984     GOOD             USPSQD
 JU3702  HISTORY     - 19990130 GOOD             USPSQD
 JU3702  HISTORY     - 20030322 GOOD             USPSQD
 JU3702
 JU3702                          STATION DESCRIPTION
 JU3702
 JU3702'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3702'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE WATER TANK
 JU3702'AT THE KREBS COMPANY PLANT BETWEEN THE CHRISTIANA RIVER AND THE
 JU3702'PENNSYLVANIA RAILROAD AND ON THE W SIDE OF SOUTH JAMES STREET,
 JU3702'NEWPORT, DELAWARE.  THE TANK IS A SQUAT TANK PAINTED WHITE WITH
 JU3702'LETTERS KREBS PONOLITH ON THE NE AND NW SIDES.  IT IS ABOUT 110
 JU3702'FEET HIGH.
 JU3702
 JU3702                          STATION RECOVERY (1966)
 JU3702
 JU3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 JU3702'THIS STATION RECOVERED IN GOOD CONDITION, PREVIOUS DESCRIPTION
 JU3702'IN-ADEQUATE.  NEW DESCRIPTION FOLLOWS.  THIS TANK IS NOW
 JU3702'LOCATED ON THE PROPERTY OF E.I. DU PONT DE NEMOURS-PIGMENTS
 JU3702'DEPARTMENT-NEWPORT PLANT, IT WAS PREVIOUSLY KNOWN AS KREBS
 JU3702'COMPANY.  THE TANK IS ABOUT 110 FEET HIGH AND IS THE EASTERLY
 JU3702'AND SLIGHTLY LARGER ONE OF TWO SIMILAR SQUAT TANKS.  IT IS
 JU3702'PAINTED A DULL RED AND GREY WITH DU PONT IN LARGE RED LETTERS
 JU3702'ON THE NORTH AND SOUTH SIDES.  IT IS 750 FEET WEST OF JAMES
 JU3702'STREET AND JUST SOUTH OF WATER STREET, WHICH RUNS WESTERLY
 JU3702'THROUGH THE DU PONT PLANT FROM JAMES STREET.  IT IS LOCATED
 JU3702'NEAR BUILDING A-100.
 JU3702
 JU3702                          STATION RECOVERY (1984)
 JU3702
 JU3702'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3702'STATION RECOVERED GOOD.
 JU3702'
 JU3702'TANK IS IN THE SAME LOCATION BUT IS PAINTED RED ON TOP AND BOTTOM
 JU3702'AND WHITE IN THE MIDDLE.  COMPANY IS NOW OWNED BY CIBA-GEIGY
 JU3702'INC. (SWITZERLAND).
 JU3702
 JU3702                          STATION RECOVERY (1999)
 JU3702
 JU3702'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU3702'RECOVERED IN GOOD CONDITION.
 JU3702
 JU3702                          STATION RECOVERY (2003)
 JU3702
 JU3702'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3702'TANK IS NOW PAINTED BLUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1700 ***********************************************************************
 JU1700  DESIGNATION -  NEWPORT RESET
 JU1700  PID         -  JU1700
 JU1700  STATE/COUNTY-  DE/NEW CASTLE
 JU1700  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1700
 JU1700                         *CURRENT SURVEY CONTROL
 JU1700  ___________________________________________________________________
 JU1700* NAD 83(1991)-  39 42 14.56315(N)    075 36 32.16206(W)     ADJUSTED  
 JU1700* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 JU1700  ___________________________________________________________________
 JU1700  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JU1700  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1700  DYNAMIC HT  -           1.393 (meters)       4.57  (feet)  COMP
 JU1700  MODELED GRAV-     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
 JU1700.and adjusted in June 1991.
 JU1700
 JU1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1700
 JU1700.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 (??/??/??)    1.742  (m)            5.72   (f) ADJUSTED    2 0
 JU1700
 JU1700.Superseded values are not recommended for survey control.
 JU1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1700.See file dsdata.txt to determine how the superseded data were derived.
 JU1700
 JU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4779895087(NAD 83)
 JU1700_MARKER: DS = TRIANGULATION STATION DISK
 JU1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1700_SP_SET: 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 = MARCH  2, 2009
 JU1699 ***********************************************************************
 JU1699  DESIGNATION -  NEWPORT RM 2
 JU1699  PID         -  JU1699
 JU1699  STATE/COUNTY-  DE/NEW CASTLE
 JU1699  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1699
 JU1699                         *CURRENT SURVEY CONTROL
 JU1699  ___________________________________________________________________
 JU1699* NAD 83(1991)-  39 42 15.63458(N)    075 36 34.16483(W)     ADJUSTED  
 JU1699* NAVD 88     -         1.594  (meters)       5.23   (feet)  ADJUSTED  
 JU1699  ___________________________________________________________________
 JU1699  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JU1699  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1699  DYNAMIC HT  -           1.593 (meters)       5.23  (feet)  COMP
 JU1699  MODELED GRAV-     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
 JU1699.and adjusted in June 1991.
 JU1699
 JU1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1699
 JU1699.The geoid height was determined by GEOID03.
 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;                    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 MUNICIPAL TANK                   001 03 37.1
 JU1699:UTM  18      -  NEWPORT MUNICIPAL TANK                   001 19 35.3
 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 (??/??/??)    1.942  (m)            6.37   (f) ADJUSTED    2 0
 JU1699
 JU1699.Superseded values are not recommended for survey control.
 JU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1699.See file dsdata.txt to determine how the superseded data were derived.
 JU1699
 JU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4775095121(NAD 83)
 JU1699_MARKER: DR = REFERENCE MARK DISK
 JU1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1699_SP_SET: 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 = MARCH  2, 2009
 JU1701 ***********************************************************************
 JU1701  DESIGNATION -  NEWPORT RM 3
 JU1701  PID         -  JU1701
 JU1701  STATE/COUNTY-  DE/NEW CASTLE
 JU1701  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1701
 JU1701                         *CURRENT SURVEY CONTROL
 JU1701  ___________________________________________________________________
 JU1701* NAD 83(1986)-  39 42 14.     (N)    075 36 32.     (W)     SCALED    
 JU1701* NAVD 88     -         1.270  (meters)       4.17   (feet)  ADJUSTED  
 JU1701  ___________________________________________________________________
 JU1701  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1701  DYNAMIC HT  -           1.269 (meters)       4.16  (feet)  COMP
 JU1701  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 JU1701
 JU1701  VERT ORDER  -  SECOND    CLASS 0
 JU1701
 JU1701.The horizontal coordinates were scaled from a topographic map and have
 JU1701.an estimated accuracy of +/- 6 seconds.
 JU1701
 JU1701.The orthometric height was determined by differential leveling
 JU1701.and adjusted in June 1991.
 JU1701
 JU1701.The geoid height was determined by GEOID03.
 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       -   189,170.      183,520.      MT  (+/- 180 meters Scaled)
 JU1701
 JU1701                          SUPERSEDED SURVEY CONTROL
 JU1701
 JU1701  NGVD 29 (??/??/??)    1.618  (m)            5.31   (f) ADJUSTED    2 0
 JU1701
 JU1701.Superseded values are not recommended for survey control.
 JU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1701.See file dsdata.txt to determine how the superseded data were derived.
 JU1701
 JU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ478950(NAD 83)
 JU1701_MARKER: DR = REFERENCE MARK DISK
 JU1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1701_STAMPING: NEWPORT NO 3 1933 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3802 ***********************************************************************
 JU3802  DESIGNATION -  NO H B USE NEAR ST GEORGE 1933
 JU3802  PID         -  JU3802
 JU3802  STATE/COUNTY-  DE/NEW CASTLE
 JU3802  USGS QUAD   -  SAINT GEORGES (1993)
 JU3802
 JU3802                         *CURRENT SURVEY CONTROL
 JU3802  ___________________________________________________________________
 JU3802* NAD 83(1991)-  39 33 10.46919(N)    075 38 54.30228(W)     ADJUSTED  
 JU3802* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3802  ___________________________________________________________________
 JU3802  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU3802  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3802
 JU3802.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3802.See file dsdata.txt to determine how the superseded data were derived.
 JU3802
 JU3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4429278337(NAD 83)
 JU3802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3802_SETTING: 0 = UNSPECIFIED SETTING
 JU3802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU1399 ***********************************************************************
 HU1399  DESIGNATION -  NORTH
 HU1399  PID         -  HU1399
 HU1399  STATE/COUNTY-  DE/SUSSEX
 HU1399  USGS QUAD   -  BETHANY BEACH (1991)
 HU1399
 HU1399                         *CURRENT SURVEY CONTROL
 HU1399  ___________________________________________________________________
 HU1399* NAD 83(1991)-  38 31 33.27327(N)    075 03 24.25990(W)     ADJUSTED  
 HU1399* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 HU1399  ___________________________________________________________________
 HU1399  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HU1399  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1399
 HU1399.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1399
 HU1399.Superseded values are not recommended for survey control.
 HU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1399.See file dsdata.txt to determine how the superseded data were derived.
 HU1399
 HU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9505464170(NAD 83)
 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 = MARCH  2, 2009
 JU2541 ***********************************************************************
 JU2541  DESIGNATION -  NUKLEAR
 JU2541  PID         -  JU2541
 JU2541  STATE/COUNTY-  DE/NEW CASTLE
 JU2541  USGS QUAD   -  DELAWARE CITY (1993)
 JU2541
 JU2541                         *CURRENT SURVEY CONTROL
 JU2541  ___________________________________________________________________
 JU2541* NAD 83(1991)-  39 30 04.96860(N)    075 32 25.48202(W)     NO CHECK  
 JU2541* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 JU2541  ___________________________________________________________________
 JU2541  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU2541  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU2541  HORZ ORDER  -  THIRD
 JU2541
 JU2541.The horizontal coordinates were established by classical geodetic methods
 JU2541.and adjusted by the National Geodetic Survey in January 1992.
 JU2541.No horizontal observational check was made to the station.
 JU2541
 JU2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2541
 JU2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2541
 JU2541.The geoid height was determined by GEOID03.
 JU2541
 JU2541;                    North         East     Units Scale Factor Converg.
 JU2541;SPC DE       -   166,675.805   189,356.531   MT  0.99999639   -0 04 43.4
 JU2541;SPC DE       -   546,835.54    621,247.22   sFT  0.99999639   -0 04 43.4
 JU2541;SPC NJ       -    74,675.065    60,520.404   MT  0.99999855   -0 39 42.6
 JU2541;SPC NJ       -   244,996.44    198,557.36   sFT  0.99999855   -0 39 42.6
 JU2541;UTM  18      - 4,372,557.063   453,536.723   MT  0.99962658   -0 20 37.5
 JU2541
 JU2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2541!SPC DE       -   1.00000428  x   0.99999639  =   1.00000067
 JU2541!SPC NJ       -   1.00000428  x   0.99999855  =   1.00000283
 JU2541!UTM  18      -   1.00000428  x   0.99962658  =   0.99963086
 JU2541
 JU2541                          SUPERSEDED SURVEY CONTROL
 JU2541
 JU2541  NAD 83(1986)-  39 30 04.96073(N)    075 32 25.49087(W) AD(       ) 3
 JU2541  NGVD 29 (06/08/88)    7.     (m)           23.     (f) VERT ANG    3  
 JU2541
 JU2541.Superseded values are not recommended for survey control.
 JU2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2541.See file dsdata.txt to determine how the superseded data were derived.
 JU2541
 JU2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5353772557(NAD 83)
 JU2541_MARKER: DD = SURVEY DISK
 JU2541_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JU2541_SP_SET: PREFAB CONC. POST IN CONCRETE
 JU2541_STAMPING: NUKLEAR 1983
 JU2541_MARK LOGO: NOS   
 JU2541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2541+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1986
 JU2541
 JU2541  HISTORY     - Date     Condition        Report By
 JU2541  HISTORY     - 1984     MONUMENTED       NOS
 JU2541  HISTORY     - 1984     GOOD             NOS
 JU2541  HISTORY     - 19861016 GOOD             NOS
 JU2541
 JU2541                          STATION DESCRIPTION
 JU2541
 JU2541'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2541'THE STATION IS LOCATED ON THE EASTERN SHORE OF DELAWARE RIVER
 JU2541'ON A DIKE AT THE NORTHERN END OF ARTIFICIAL ISLAND.
 JU2541'
 JU2541'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT SOUTH
 JU2541'10.5 KM (6.5 MILES) TO THE NORTHERN END OF ARTIFICIAL
 JU2541'ISLAND AND THE STATION.
 JU2541'
 JU2541'THE STATION IS A STANDARD NOS DISK
 JU2541'STAMPED---NUKLEAR 1983---,
 JU2541'SET ONTO THE TOP OF A METAL ROD DRIVEN INTO THE GROUND.
 JU2541'IT IS LOCATED
 JU2541'164 METERS (50 FT) EAST FROM THE NORTHWEST CORNER OF THE DIKE.
 JU2541'
 JU2541'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 JU2541
 JU2541                          STATION RECOVERY (1984)
 JU2541
 JU2541'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 JU2541'RECOVERED IN GOOD CONDITION.
 JU2541
 JU2541                          STATION RECOVERY (1986)
 JU2541
 JU2541'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JU2541'THE STATION IS LOCATED ON THE EASTERN SHORE OF DELAWARE RIVER ON A
 JU2541'DIKE AT THE NORTHERN END OF ARTIFICIAL ISLAND.
 JU2541'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT S 10.5
 JU2541'KM (6.50 MI) TO THE NORTHERN END OF ARTIFICIAL ISLAND AND THE STATION.
 JU2541'THE STATION IS A STANDARD NOS DISK SET ONTO THE TOP OF A METAL ROD
 JU2541'DRIVEN INTO THE GROUND.  IS IS LOCATED 15.24 M (50.0 FT) E FROM THE NW
 JU2541'CORNER OF THE DIKE.
 JU2541'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 M (5.2 FT) .
 JU2541'DESCRIBED BY J. DANIEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1411 ***********************************************************************
 HU1411  DESIGNATION -  OAK ORCHARD EAST HOUSE W GABLE
 HU1411  PID         -  HU1411
 HU1411  STATE/COUNTY-  DE/SUSSEX
 HU1411  USGS QUAD   -  FRANKFORD (1991)
 HU1411
 HU1411                         *CURRENT SURVEY CONTROL
 HU1411  ___________________________________________________________________
 HU1411* NAD 83(1991)-  38 35 58.46709(N)    075 10 05.75158(W)     ADJUSTED  
 HU1411* NAVD 88     -              **(meters)            **(feet)            
 HU1411  ___________________________________________________________________
 HU1411  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1411  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU1411  HORZ ORDER  -  THIRD
 HU1411
 HU1411.The horizontal coordinates were established by classical geodetic methods
 HU1411.and adjusted by the National Geodetic Survey in January 1992.
 HU1411
 HU1411
 HU1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1411
 HU1411.The geoid height was determined by GEOID03.
 HU1411
 HU1411;                    North         East     Units Scale Factor Converg.
 HU1411;SPC DE       -    66,582.961   221,638.866   MT  1.00000076   +0 09 17.9
 HU1411;SPC DE       -   218,447.60    727,160.18   sFT  1.00000076   +0 09 17.9
 HU1411;UTM  18      - 4,272,355.851   485,347.925   MT  0.99960264   -0 06 17.9
 HU1411
 HU1411                          SUPERSEDED SURVEY CONTROL
 HU1411
 HU1411  NAD 83(1986)-  38 35 58.45322(N)    075 10 05.76769(W) AD(       ) 4
 HU1411  NAD 27      -  38 35 58.04800(N)    075 10 07.11100(W) AD(       ) 3
 HU1411
 HU1411.Superseded values are not recommended for survey control.
 HU1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1411.See file dsdata.txt to determine how the superseded data were derived.
 HU1411
 HU1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8534872356(NAD 83)
 HU1411_MARKER: 81 = GABLE
 HU1411
 HU1411  HISTORY     - Date     Condition        Report By
 HU1411  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1411  HISTORY     - 1943     GOOD             CGS
 HU1411  HISTORY     - 1961     GOOD             CGS
 HU1411
 HU1411                          STATION DESCRIPTION
 HU1411
 HU1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1411'THERE WAS NO ORIGINAL DESCRIPTION FOR THIS STATION, BUT IT IS
 HU1411'PROBABLY THE MOST EASTERLY HOUSE ON OAK ORCHARD BEACH.  THIS IS
 HU1411'A PROMINENT HOUSE FROM THE RIVER AND IS DARK-SHINGLED WITH A
 HU1411'RED ROOF.  THE HOUSE IS LOCATED ON THE N SHORE OF INDIAN RIVER
 HU1411'AND ON THE W SHORE OF A CREEK WHICH LEADS N.
 HU1411
 HU1411                          STATION RECOVERY (1961)
 HU1411
 HU1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1411'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY NOTE
 HU1411'BY F.L.G. IN 1943 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3435 ***********************************************************************
 JU3435  DESIGNATION -  ODESSA
 JU3435  PID         -  JU3435
 JU3435  STATE/COUNTY-  DE/NEW CASTLE
 JU3435  USGS QUAD   -  MIDDLETOWN (1993)
 JU3435
 JU3435                         *CURRENT SURVEY CONTROL
 JU3435  ___________________________________________________________________
 JU3435* NAD 83(1991)-  39 27 12.41133(N)    075 39 15.62713(W)     ADJUSTED  
 JU3435* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU3435  ___________________________________________________________________
 JU3435  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JU3435  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3435
 JU3435.The geoid height was determined by GEOID03.
 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       -   1.00000467  x   1.00000015  =   1.00000482
 JU3435!UTM  18      -   1.00000467  x   0.99963902  =   0.99964369
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3435.See file dsdata.txt to determine how the superseded data were derived.
 JU3435
 JU3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4370367302(NAD 83)
 JU3435_MARKER: DS = TRIANGULATION STATION DISK
 JU3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3435
 JU3435  HISTORY     - Date     Condition        Report By
 JU3435  HISTORY     - 1933     MONUMENTED       CGS
 JU3435  HISTORY     - 1946     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3436 ***********************************************************************
 JU3436  DESIGNATION -  ODESSA DRAWYERS PRESB CH SPIRE
 JU3436  PID         -  JU3436
 JU3436  STATE/COUNTY-  DE/NEW CASTLE
 JU3436  USGS QUAD   -  MIDDLETOWN (1993)
 JU3436
 JU3436                         *CURRENT SURVEY CONTROL
 JU3436  ___________________________________________________________________
 JU3436* NAD 83(1991)-  39 27 20.68448(N)    075 39 35.70068(W)     ADJUSTED  
 JU3436* NAVD 88     -              **(meters)            **(feet)            
 JU3436  ___________________________________________________________________
 JU3436  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JU3436  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU3436  HORZ ORDER  -  THIRD
 JU3436
 JU3436.The horizontal coordinates were established by classical geodetic methods
 JU3436.and adjusted by the National Geodetic Survey in January 1992.
 JU3436
 JU3436
 JU3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3436
 JU3436.The geoid height was determined by GEOID03.
 JU3436
 JU3436;                    North         East     Units Scale Factor Converg.
 JU3436;SPC DE       -   161,630.211   179,064.050   MT  1.00000039   -0 09 16.5
 JU3436;SPC DE       -   530,281.78    587,479.30   sFT  1.00000039   -0 09 16.5
 JU3436;UTM  18      - 4,367,560.938   443,224.791   MT  0.99963969   -0 25 09.8
 JU3436
 JU3436                          SUPERSEDED SURVEY CONTROL
 JU3436
 JU3436  NAD 83(1986)-  39 27 20.67648(N)    075 39 35.71078(W) AD(       ) 4
 JU3436  NAD 27      -  39 27 20.26500(N)    075 39 36.96400(W) AD(       ) 3
 JU3436
 JU3436.Superseded values are not recommended for survey control.
 JU3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3436.See file dsdata.txt to determine how the superseded data were derived.
 JU3436
 JU3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4322567561(NAD 83)
 JU3436_MARKER: 90 = CHURCH SPIRE
 JU3436
 JU3436  HISTORY     - Date     Condition        Report By
 JU3436  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3436  HISTORY     - 1946     GOOD             CGS
 JU3436  HISTORY     - 20000306 MARK NOT FOUND   USPSQD
 JU3436
 JU3436                          STATION DESCRIPTION
 JU3436
 JU3436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3436'IN ODESSA, ABOUT 200 YARDS NE OF U.S. HIGHWAY 13, AND 50 FEET E
 JU3436'OF MAIN STREET IN ODESSA.
 JU3436'
 JU3436'CHURCH BUILT OF RED-BRICK AND SPIRE IS SPEAR-SHAPED, (VERY
 JU3436'POINTED) AND IS ABOUT 90 FEET HIGH.
 JU3436
 JU3436                          STATION RECOVERY (1946)
 JU3436
 JU3436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3436'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 JU3436
 JU3436                          STATION RECOVERY (2000)
 JU3436
 JU3436'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU3436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2499 ***********************************************************************
 JU2499  DESIGNATION -  OGLESTOWN RM 4
 JU2499  PID         -  JU2499
 JU2499  STATE/COUNTY-  DE/NEW CASTLE
 JU2499  USGS QUAD   -  NEWARK EAST (1993)
 JU2499
 JU2499                         *CURRENT SURVEY CONTROL
 JU2499  ___________________________________________________________________
 JU2499* NAD 83(1986)-  39 39 30.     (N)    075 41 59.     (W)     SCALED    
 JU2499* NAVD 88     -        26.39   (+/-2cm)      86.6    (feet)  VERTCON   
 JU2499  ___________________________________________________________________
 JU2499  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU2499  VERT ORDER  -  THIRD (See Below)
 JU2499
 JU2499.The horizontal coordinates were scaled from a topographic map and have
 JU2499.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2499
 JU2499.The geoid height was determined by GEOID03.
 JU2499
 JU2499;                    North         East    Units  Estimated Accuracy
 JU2499;SPC DE       -   184,130.      175,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2499.See file dsdata.txt to determine how the superseded data were derived.
 JU2499
 JU2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ399900(NAD 83)
 JU2499_MARKER: DR = REFERENCE MARK DISK
 JU2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2499_STAMPING: OGLESTOWN 1958 NO 4 1979
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1674 ***********************************************************************
 JU1674  DESIGNATION -  OGLETOWN
 JU1674  PID         -  JU1674
 JU1674  STATE/COUNTY-  DE/NEW CASTLE
 JU1674  USGS QUAD   -  NEWARK EAST (1993)
 JU1674
 JU1674                         *CURRENT SURVEY CONTROL
 JU1674  ___________________________________________________________________
 JU1674* NAD 83(1991)-  39 39 31.28023(N)    075 41 58.75894(W)     ADJUSTED  
 JU1674* NAVD 88     -        26.051  (meters)      85.47   (feet)  ADJUSTED  
 JU1674  ___________________________________________________________________
 JU1674  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JU1674  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1674  DYNAMIC HT  -          26.039 (meters)      85.43  (feet)  COMP
 JU1674  MODELED GRAV-     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
 JU1674.and adjusted in June 1991.
 JU1674
 JU1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1674
 JU1674.The geoid height was determined by GEOID03.
 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;                    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       -  OGLETOWN AZ MK                           029 05 11.0
 JU1674:UTM  18      -  OGLETOWN AZ MK                           029 21 08.4
 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| CB2368 OGLETOWN RM 3                        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| CB2369 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 (??/??/??)   26.392  (m)           86.59   (f) ADJUSTED    2 0
 JU1674
 JU1674.Superseded values are not recommended for survey control.
 JU1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1674.See file dsdata.txt to determine how the superseded data were derived.
 JU1674
 JU1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3998190110(NAD 83)
 JU1674_MARKER: DS = TRIANGULATION STATION DISK
 JU1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1674_STAMPING: OGLETOWN 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1676 ***********************************************************************
 JU1676  DESIGNATION -  OGLETOWN AZ MK
 JU1676  PID         -  JU1676
 JU1676  STATE/COUNTY-  DE/NEW CASTLE
 JU1676  USGS QUAD   -  NEWARK EAST (1993)
 JU1676
 JU1676                         *CURRENT SURVEY CONTROL
 JU1676  ___________________________________________________________________
 JU1676* NAD 83(1986)-  39 39 44.     (N)    075 41 47.     (W)     SCALED    
 JU1676* NAVD 88     -        24.023  (meters)      78.82   (feet)  ADJUSTED  
 JU1676  ___________________________________________________________________
 JU1676  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1676  DYNAMIC HT  -          24.011 (meters)      78.78  (feet)  COMP
 JU1676  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU1676
 JU1676  VERT ORDER  -  SECOND    CLASS 0
 JU1676
 JU1676.The horizontal coordinates were scaled from a topographic map and have
 JU1676.an estimated accuracy of +/- 6 seconds.
 JU1676
 JU1676.The orthometric height was determined by differential leveling
 JU1676.and adjusted in June 1991.
 JU1676
 JU1676.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1676
 JU1676  NGVD 29 (??/??/??)   24.364  (m)           79.93   (f) ADJUSTED    2 0
 JU1676
 JU1676.Superseded values are not recommended for survey control.
 JU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1676.See file dsdata.txt to determine how the superseded data were derived.
 JU1676
 JU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402905(NAD 83)
 JU1676_MARKER: DZ = AZIMUTH MARK DISK
 JU1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1676_STAMPING: OGLETOWN 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1673 ***********************************************************************
 JU1673  DESIGNATION -  OGLETOWN RM 1
 JU1673  PID         -  JU1673
 JU1673  STATE/COUNTY-  DE/NEW CASTLE
 JU1673  USGS QUAD   -  NEWARK EAST (1993)
 JU1673
 JU1673                         *CURRENT SURVEY CONTROL
 JU1673  ___________________________________________________________________
 JU1673* NAD 83(1986)-  39 39 30.     (N)    075 41 59.     (W)     SCALED    
 JU1673* NAVD 88     -        26.201  (meters)      85.96   (feet)  ADJUSTED  
 JU1673  ___________________________________________________________________
 JU1673  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1673  DYNAMIC HT  -          26.189 (meters)      85.92  (feet)  COMP
 JU1673  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 JU1673
 JU1673  VERT ORDER  -  SECOND    CLASS 0
 JU1673
 JU1673.The horizontal coordinates were scaled from a topographic map and have
 JU1673.an estimated accuracy of +/- 6 seconds.
 JU1673
 JU1673.The orthometric height was determined by differential leveling
 JU1673.and adjusted in June 1991.
 JU1673
 JU1673.The geoid height was determined by GEOID03.
 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       -   184,130.      175,710.      MT  (+/- 180 meters Scaled)
 JU1673
 JU1673                          SUPERSEDED SURVEY CONTROL
 JU1673
 JU1673  NGVD 29 (??/??/??)   26.543  (m)           87.08   (f) ADJUSTED    2 0
 JU1673
 JU1673.Superseded values are not recommended for survey control.
 JU1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1673.See file dsdata.txt to determine how the superseded data were derived.
 JU1673
 JU1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ399900(NAD 83)
 JU1673_MARKER: DR = REFERENCE MARK DISK
 JU1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1673_STAMPING: OGLETOWN NO 1 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1675 ***********************************************************************
 JU1675  DESIGNATION -  OGLETOWN RM 3 RESET 1958
 JU1675  PID         -  JU1675
 JU1675  STATE/COUNTY-  DE/NEW CASTLE
 JU1675  USGS QUAD   -  NEWARK EAST (1993)
 JU1675
 JU1675                         *CURRENT SURVEY CONTROL
 JU1675  ___________________________________________________________________
 JU1675* NAD 83(1986)-  39 39 30.     (N)    075 41 59.     (W)     SCALED    
 JU1675* NAVD 88     -        26.36   (meters)      86.5    (feet)  RESET     
 JU1675  ___________________________________________________________________
 JU1675  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1675  VERT ORDER  -  THIRD
 JU1675
 JU1675.The horizontal coordinates were scaled from a topographic map and have
 JU1675.an estimated accuracy of +/- 6 seconds.
 JU1675
 JU1675.The orthometric height was computed from unverified reset data.
 JU1675.No vertical observational check was made to the station.
 JU1675
 JU1675.The geoid height was determined by GEOID03.
 JU1675
 JU1675;                    North         East    Units  Estimated Accuracy
 JU1675;SPC DE       -   184,130.      175,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1675.See file dsdata.txt to determine how the superseded data were derived.
 JU1675
 JU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ399900(NAD 83)
 JU1675_MARKER: DR = REFERENCE MARK DISK
 JU1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1675_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2542 ***********************************************************************
 JU2542  DESIGNATION -  OLD REEDY ISLAND LIGHT
 JU2542  PID         -  JU2542
 JU2542  STATE/COUNTY-  DE/NEW CASTLE
 JU2542  USGS QUAD   -  DELAWARE CITY (1993)
 JU2542
 JU2542                         *CURRENT SURVEY CONTROL
 JU2542  ___________________________________________________________________
 JU2542* NAD 83(1991)-  39 30 02.75523(N)    075 34 07.77137(W)     ADJUSTED  
 JU2542* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 JU2542  ___________________________________________________________________
 JU2542  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JU2542  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2542
 JU2542.The geoid height was determined by GEOID03.
 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       -   1.00000392  x   0.99999711  =   1.00000103
 JU2542!SPC NJ       -   1.00000392  x   1.00000400  =   1.00000792
 JU2542!UTM  18      -   1.00000392  x   0.99962945  =   0.99963337
 JU2542
 JU2542                          SUPERSEDED SURVEY CONTROL
 JU2542
 JU2542  NAD 83(1986)-  39 30 02.74708(N)    075 34 07.78022(W) AD(       ) 4
 JU2542  NGVD 29 (06/08/88)    9.     (m)           30.     (f) VERT ANG    3  
 JU2542
 JU2542.Superseded values are not recommended for survey control.
 JU2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2542.See file dsdata.txt to determine how the superseded data were derived.
 JU2542
 JU2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5109372504(NAD 83)
 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 = MARCH  2, 2009
 JU1929 ***********************************************************************
 JU1929  DESIGNATION -  P 1
 JU1929  PID         -  JU1929
 JU1929  STATE/COUNTY-  DE/NEW CASTLE
 JU1929  USGS QUAD   -  SAINT GEORGES (1993)
 JU1929
 JU1929                         *CURRENT SURVEY CONTROL
 JU1929  ___________________________________________________________________
 JU1929* NAD 83(1986)-  39 32 58.     (N)    075 42 07.     (W)     SCALED    
 JU1929* NAVD 88     -        16.651  (meters)      54.63   (feet)  ADJUSTED  
 JU1929  ___________________________________________________________________
 JU1929  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JU1929  DYNAMIC HT  -          16.642 (meters)      54.60  (feet)  COMP
 JU1929  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 JU1929
 JU1929  VERT ORDER  -  FIRST     CLASS I
 JU1929
 JU1929.The horizontal coordinates were scaled from a topographic map and have
 JU1929.an estimated accuracy of +/- 6 seconds.
 JU1929
 JU1929.The orthometric height was determined by differential leveling
 JU1929.and adjusted in June 1991.
 JU1929
 JU1929.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1929
 JU1929  NGVD 29 (??/??/??)   16.890  (m)           55.41   (f) ADJUSTED    1 1
 JU1929
 JU1929.Superseded values are not recommended for survey control.
 JU1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1929.See file dsdata.txt to determine how the superseded data were derived.
 JU1929
 JU1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396779(NAD 83)
 JU1929_MARKER: DB = BENCH MARK DISK
 JU1929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1929_SP_SET: SIGNAL TOWER BASE
 JU1929_STAMPING: 55.840 P 1 1931
 JU1929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1818 ***********************************************************************
 JU1818  DESIGNATION -  P 1 USE
 JU1818  PID         -  JU1818
 JU1818  STATE/COUNTY-  DE/NEW CASTLE
 JU1818  USGS QUAD   -  SAINT GEORGES (1993)
 JU1818
 JU1818                         *CURRENT SURVEY CONTROL
 JU1818  ___________________________________________________________________
 JU1818* NAD 83(1986)-  39 32 30.     (N)    075 43 03.     (W)     SCALED    
 JU1818* NAVD 88     -        18.492  (meters)      60.67   (feet)  ADJUSTED  
 JU1818  ___________________________________________________________________
 JU1818  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1818  DYNAMIC HT  -          18.483 (meters)      60.64  (feet)  COMP
 JU1818  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 JU1818
 JU1818  VERT ORDER  -  FIRST     CLASS I
 JU1818
 JU1818.The horizontal coordinates were scaled from a topographic map and have
 JU1818.an estimated accuracy of +/- 6 seconds.
 JU1818
 JU1818.The orthometric height was determined by differential leveling
 JU1818.and adjusted in June 1991.
 JU1818
 JU1818.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1818
 JU1818  NGVD 29 (??/??/??)   18.732  (m)           61.46   (f) ADJUSTED    1 1
 JU1818
 JU1818.Superseded values are not recommended for survey control.
 JU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1818.See file dsdata.txt to determine how the superseded data were derived.
 JU1818
 JU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ383771(NAD 83)
 JU1818_MARKER: DD = SURVEY DISK
 JU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1818_STAMPING: P 1 1962
 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       DOD
 JU1818  HISTORY     - 1963     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1265 ***********************************************************************
 JU1265  DESIGNATION -  P 12
 JU1265  PID         -  JU1265
 JU1265  STATE/COUNTY-  DE/KENT
 JU1265  USGS QUAD   -  KENTON (1993)
 JU1265
 JU1265                         *CURRENT SURVEY CONTROL
 JU1265  ___________________________________________________________________
 JU1265* NAD 83(1986)-  39 08 13.     (N)    075 43 59.     (W)     SCALED    
 JU1265* NAVD 88     -        20.377  (meters)      66.85   (feet)  ADJUSTED  
 JU1265  ___________________________________________________________________
 JU1265  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU1265  DYNAMIC HT  -          20.366 (meters)      66.82  (feet)  COMP
 JU1265  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 JU1265
 JU1265  VERT ORDER  -  SECOND    CLASS 0
 JU1265
 JU1265.The horizontal coordinates were scaled from a topographic map and have
 JU1265.an estimated accuracy of +/- 6 seconds.
 JU1265
 JU1265.The orthometric height was determined by differential leveling
 JU1265.and adjusted in June 1991.
 JU1265
 JU1265.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1265
 JU1265  NGVD 29 (??/??/??)   20.613  (m)           67.63   (f) ADJUSTED    2 0
 JU1265
 JU1265.Superseded values are not recommended for survey control.
 JU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1265.See file dsdata.txt to determine how the superseded data were derived.
 JU1265
 JU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ366322(NAD 83)
 JU1265_MARKER: DB = BENCH MARK DISK
 JU1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1265_STAMPING: P 12 1942
 JU1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1265+STABILITY: SURFACE MOTION
 JU1265
 JU1265  HISTORY     - Date     Condition        Report By
 JU1265  HISTORY     - 1942     MONUMENTED       CGS
 JU1265  HISTORY     - 1964     GOOD             CGS
 JU1265  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1387 ***********************************************************************
 JU1387  DESIGNATION -  P 22
 JU1387  PID         -  JU1387
 JU1387  STATE/COUNTY-  DE/NEW CASTLE
 JU1387  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1387
 JU1387                         *CURRENT SURVEY CONTROL
 JU1387  ___________________________________________________________________
 JU1387* NAD 83(1986)-  39 42 35.     (N)    075 34 45.     (W)     SCALED    
 JU1387* NAVD 88     -         3.714  (meters)      12.19   (feet)  ADJUSTED  
 JU1387  ___________________________________________________________________
 JU1387  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1387  DYNAMIC HT  -           3.712 (meters)      12.18  (feet)  COMP
 JU1387  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 JU1387
 JU1387  VERT ORDER  -  FIRST     CLASS I
 JU1387
 JU1387.The horizontal coordinates were scaled from a topographic map and have
 JU1387.an estimated accuracy of +/- 6 seconds.
 JU1387
 JU1387.The orthometric height was determined by differential leveling
 JU1387.and adjusted in June 1991.
 JU1387
 JU1387.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1387
 JU1387  NGVD 29 (??/??/??)    3.969  (m)           13.02   (f) ADJUSTED    1 1
 JU1387
 JU1387.Superseded values are not recommended for survey control.
 JU1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1387.See file dsdata.txt to determine how the superseded data were derived.
 JU1387
 JU1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503957(NAD 83)
 JU1387_MARKER: DB = BENCH MARK DISK
 JU1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1387_STAMPING: P 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0110 ***********************************************************************
 HU0110  DESIGNATION -  P 27
 HU0110  PID         -  HU0110
 HU0110  STATE/COUNTY-  DE/SUSSEX
 HU0110  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0110
 HU0110                         *CURRENT SURVEY CONTROL
 HU0110  ___________________________________________________________________
 HU0110* NAD 83(1986)-  38 38 01.     (N)    075 04 01.     (W)     SCALED    
 HU0110* NAVD 88     -         2.098  (meters)       6.88   (feet)  ADJUSTED  
 HU0110  ___________________________________________________________________
 HU0110  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0110  DYNAMIC HT  -           2.096 (meters)       6.88  (feet)  COMP
 HU0110  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 HU0110
 HU0110  VERT ORDER  -  SECOND    CLASS 0
 HU0110
 HU0110.The horizontal coordinates were scaled from a topographic map and have
 HU0110.an estimated accuracy of +/- 6 seconds.
 HU0110
 HU0110.The orthometric height was determined by differential leveling
 HU0110.and adjusted in June 1991.
 HU0110
 HU0110.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0110
 HU0110  NGVD 29 (??/??/??)    2.334  (m)            7.66   (f) ADJUSTED    2 0
 HU0110
 HU0110.Superseded values are not recommended for survey control.
 HU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0110.See file dsdata.txt to determine how the superseded data were derived.
 HU0110
 HU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941761(NAD 83)
 HU0110_MARKER: DB = BENCH MARK DISK
 HU0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0110_SP_SET: FLAG TOWER FOUNDATION
 HU0110_STAMPING: P 27 1962
 HU0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0153 ***********************************************************************
 HU0153  DESIGNATION -  P 28
 HU0153  PID         -  HU0153
 HU0153  STATE/COUNTY-  DE/SUSSEX
 HU0153  USGS QUAD   -  FRANKFORD (1991)
 HU0153
 HU0153                         *CURRENT SURVEY CONTROL
 HU0153  ___________________________________________________________________
 HU0153* NAD 83(1986)-  38 30 59.     (N)    075 14 08.     (W)     SCALED    
 HU0153* NAVD 88     -        11.561  (meters)      37.93   (feet)  ADJUSTED  
 HU0153  ___________________________________________________________________
 HU0153  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0153  DYNAMIC HT  -          11.554 (meters)      37.91  (feet)  COMP
 HU0153  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HU0153
 HU0153  VERT ORDER  -  SECOND    CLASS 0
 HU0153
 HU0153.The horizontal coordinates were scaled from a topographic map and have
 HU0153.an estimated accuracy of +/- 6 seconds.
 HU0153
 HU0153.The orthometric height was determined by differential leveling
 HU0153.and adjusted in June 1991.
 HU0153
 HU0153.The geoid height was determined by GEOID03.
 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       -    57,340.      215,800.      MT  (+/- 180 meters Scaled)
 HU0153
 HU0153                          SUPERSEDED SURVEY CONTROL
 HU0153
 HU0153  NGVD 29 (??/??/??)   11.801  (m)           38.72   (f) ADJUSTED    2 0
 HU0153
 HU0153.Superseded values are not recommended for survey control.
 HU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0153.See file dsdata.txt to determine how the superseded data were derived.
 HU0153
 HU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH794631(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1205 ***********************************************************************
 HU1205  DESIGNATION -  P 28 RESET 1980
 HU1205  PID         -  HU1205
 HU1205  STATE/COUNTY-  DE/SUSSEX
 HU1205  USGS QUAD   -  FRANKFORD (1991)
 HU1205
 HU1205                         *CURRENT SURVEY CONTROL
 HU1205  ___________________________________________________________________
 HU1205* NAD 83(1986)-  38 30 59.     (N)    075 14 08.     (W)     SCALED    
 HU1205* NAVD 88     -        10.98   (+/-2cm)      36.0    (feet)  VERTCON   
 HU1205  ___________________________________________________________________
 HU1205  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU1205  VERT ORDER  -  THIRD (See Below)
 HU1205
 HU1205.The horizontal coordinates were scaled from a topographic map and have
 HU1205.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1205
 HU1205.The geoid height was determined by GEOID03.
 HU1205
 HU1205;                    North         East    Units  Estimated Accuracy
 HU1205;SPC DE       -    57,340.      215,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1205.See file dsdata.txt to determine how the superseded data were derived.
 HU1205
 HU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH794631(NAD 83)
 HU1205_MARKER: DB = BENCH MARK DISK
 HU1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU1205_SP_SET: FLAGPOLE BASE
 HU1205_STAMPING: P 28 RESET 1980
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0070 ***********************************************************************
 HU0070  CBN         -  This is a Cooperative Base Network Control Station.
 HU0070  DESIGNATION -  P 29
 HU0070  PID         -  HU0070
 HU0070  STATE/COUNTY-  DE/SUSSEX
 HU0070  USGS QUAD   -  MILTON (1992)
 HU0070
 HU0070                         *CURRENT SURVEY CONTROL
 HU0070  ___________________________________________________________________
 HU0070* NAD 83(2007)-  38 45 57.00318(N)    075 16 50.83299(W)     ADJUSTED  
 HU0070* NAVD 88     -         7.841  (meters)      25.73   (feet)  ADJUSTED  
 HU0070  ___________________________________________________________________
 HU0070  EPOCH DATE  -        2002.00
 HU0070  X           -   1,265,234.219 (meters)                     COMP
 HU0070  Y           -  -4,816,205.613 (meters)                     COMP
 HU0070  Z           -   3,972,063.989 (meters)                     COMP
 HU0070  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HU0070  ELLIP HEIGHT-         -27.724 (meters)          (02/10/07) ADJUSTED
 HU0070  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU0070  DYNAMIC HT  -           7.837 (meters)      25.71  (feet)  COMP
 HU0070
 HU0070  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU0070  Type    PID    Designation                      North   East  Ellip
 HU0070  -------------------------------------------------------------------
 HU0070  NETWORK HU0070 P 29                              0.65   0.57   1.41
 HU0070  -------------------------------------------------------------------
 HU0070  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 HU0070
 HU0070  VERT ORDER  -  FIRST     CLASS II
 HU0070
 HU0070.The horizontal coordinates were established by GPS observations
 HU0070.and adjusted by the National Geodetic Survey in February 2007.
 HU0070
 HU0070.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU0070.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU0070.The horizontal coordinates are valid at the epoch date displayed above.
 HU0070.The epoch date for horizontal control is a decimal equivalence
 HU0070.of Year/Month/Day.
 HU0070
 HU0070.The orthometric height was determined by differential leveling
 HU0070.and adjusted in June 1991.
 HU0070
 HU0070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0070
 HU0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0070
 HU0070.The ellipsoidal height was determined by GPS observations
 HU0070.and is referenced to NAD 83.
 HU0070
 HU0070.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU0070;SPC DE       -    85,018.804   211,809.415   MT  0.99999672   +0 05 06.3
 HU0070;SPC DE       -   278,932.53    694,911.39   sFT  0.99999672   +0 05 06.3
 HU0070;UTM  18      - 4,290,828.903   475,606.207   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                          SUPERSEDED SURVEY CONTROL
 HU0070
 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 (02/12/02)    7.84   (m)           25.7    (f) LEVELING    3  
 HU0070  NGVD 29 (??/??/??)    8.081  (m)           26.51   (f) ADJUSTED    1 2
 HU0070
 HU0070.Superseded values are not recommended for survey control.
 HU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0070.See file dsdata.txt to determine how the superseded data were derived.
 HU0070
 HU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7560690829(NAD 83)
 HU0070_MARKER: DB = BENCH MARK DISK
 HU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0070_STAMPING: P 29 1962
 HU0070_MARK LOGO: CGS   
 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 - May 10, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1392 ***********************************************************************
 JU1392  DESIGNATION -  P 3
 JU1392  PID         -  JU1392
 JU1392  STATE/COUNTY-  DE/NEW CASTLE
 JU1392  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1392
 JU1392                         *CURRENT SURVEY CONTROL
 JU1392  ___________________________________________________________________
 JU1392* NAD 83(1986)-  39 44 23.     (N)    075 35 08.     (W)     SCALED    
 JU1392* NAVD 88     -        25.523  (meters)      83.74   (feet)  ADJUSTED  
 JU1392  ___________________________________________________________________
 JU1392  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1392  DYNAMIC HT  -          25.511 (meters)      83.70  (feet)  COMP
 JU1392  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 JU1392
 JU1392  VERT ORDER  -  FIRST     CLASS II
 JU1392
 JU1392.The horizontal coordinates were scaled from a topographic map and have
 JU1392.an estimated accuracy of +/- 6 seconds.
 JU1392
 JU1392.The orthometric height was determined by differential leveling
 JU1392.and adjusted in June 1991.
 JU1392
 JU1392.The geoid height was determined by GEOID03.
 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       -   193,140.      185,520.      MT  (+/- 180 meters Scaled)
 JU1392
 JU1392                          SUPERSEDED SURVEY CONTROL
 JU1392
 JU1392  NGVD 29 (??/??/??)   25.876  (m)           84.89   (f) ADJUSTED    1 2
 JU1392
 JU1392.Superseded values are not recommended for survey control.
 JU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1392.See file dsdata.txt to determine how the superseded data were derived.
 JU1392
 JU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498990(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0776 ***********************************************************************
 HU0776  DESIGNATION -  P 33
 HU0776  PID         -  HU0776
 HU0776  STATE/COUNTY-  DE/SUSSEX
 HU0776  USGS QUAD   -  LAUREL (1992)
 HU0776
 HU0776                         *CURRENT SURVEY CONTROL
 HU0776  ___________________________________________________________________
 HU0776* NAD 83(1986)-  38 36 30.     (N)    075 36 01.     (W)     SCALED    
 HU0776* NAVD 88     -        11.506  (meters)      37.75   (feet)  ADJUSTED  
 HU0776  ___________________________________________________________________
 HU0776  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU0776  DYNAMIC HT  -          11.499 (meters)      37.73  (feet)  COMP
 HU0776  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 HU0776
 HU0776  VERT ORDER  -  FIRST     CLASS I
 HU0776
 HU0776.The horizontal coordinates were scaled from a topographic map and have
 HU0776.an estimated accuracy of +/- 6 seconds.
 HU0776
 HU0776.The orthometric height was determined by differential leveling
 HU0776.and adjusted in June 1991.
 HU0776
 HU0776.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0776
 HU0776  NGVD 29 (??/??/??)   11.754  (m)           38.56   (f) ADJUSTED    1 1
 HU0776
 HU0776.Superseded values are not recommended for survey control.
 HU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0776.See file dsdata.txt to determine how the superseded data were derived.
 HU0776
 HU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH477734(NAD 83)
 HU0776_MARKER: DB = BENCH MARK DISK
 HU0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0776_STAMPING: P 33 1963
 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 = MARCH  2, 2009
 JU1072 ***********************************************************************
 JU1072  DESIGNATION -  P 34
 JU1072  PID         -  JU1072
 JU1072  STATE/COUNTY-  DE/NEW CASTLE
 JU1072  USGS QUAD   -  MIDDLETOWN (1993)
 JU1072
 JU1072                         *CURRENT SURVEY CONTROL
 JU1072  ___________________________________________________________________
 JU1072* NAD 83(1986)-  39 24 21.     (N)    075 42 04.     (W)     SCALED    
 JU1072* NAVD 88     -        12.960  (meters)      42.52   (feet)  ADJUSTED  
 JU1072  ___________________________________________________________________
 JU1072  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU1072  DYNAMIC HT  -          12.954 (meters)      42.50  (feet)  COMP
 JU1072  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 JU1072
 JU1072  VERT ORDER  -  FIRST     CLASS I
 JU1072
 JU1072.The horizontal coordinates were scaled from a topographic map and have
 JU1072.an estimated accuracy of +/- 6 seconds.
 JU1072
 JU1072.The orthometric height was determined by differential leveling
 JU1072.and adjusted in June 1991.
 JU1072
 JU1072.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1072
 JU1072  NGVD 29 (??/??/??)   13.201  (m)           43.31   (f) ADJUSTED    1 1
 JU1072
 JU1072.Superseded values are not recommended for survey control.
 JU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1072.See file dsdata.txt to determine how the superseded data were derived.
 JU1072
 JU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396620(NAD 83)
 JU1072_MARKER: DB = BENCH MARK DISK
 JU1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1072_SP_SET: BRIDGE
 JU1072_STAMPING: P 34 1963
 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 = MARCH  2, 2009
 HU0868 ***********************************************************************
 HU0868  DESIGNATION -  P 35
 HU0868  PID         -  HU0868
 HU0868  STATE/COUNTY-  DE/KENT
 HU0868  USGS QUAD   -  HARRINGTON (1993)
 HU0868
 HU0868                         *CURRENT SURVEY CONTROL
 HU0868  ___________________________________________________________________
 HU0868* NAD 83(1991)-  38 54 54.44114(N)    075 33 22.95338(W)     ADJUSTED  
 HU0868* NAVD 88     -        15.866  (meters)      52.05   (feet)  ADJUSTED  
 HU0868  ___________________________________________________________________
 HU0868  X           -   1,239,463.221 (meters)                     COMP
 HU0868  Y           -  -4,812,176.819 (meters)                     COMP
 HU0868  Z           -   3,984,977.810 (meters)                     COMP
 HU0868  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HU0868  ELLIP HEIGHT-         -19.189 (meters)          (09/01/99) ADJUSTED
 HU0868  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 HU0868  DYNAMIC HT  -          15.857 (meters)      52.02  (feet)  COMP
 HU0868  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 HU0868
 HU0868  HORZ ORDER  -  THIRD
 HU0868  VERT ORDER  -  FIRST     CLASS I
 HU0868  ELLP ORDER  -  FOURTH    CLASS I
 HU0868
 HU0868.The horizontal coordinates were established by GPS observations
 HU0868.and adjusted by the National Geodetic Survey in January 1992.
 HU0868
 HU0868.The orthometric height was determined by differential leveling
 HU0868.and adjusted in June 1991.
 HU0868
 HU0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0868
 HU0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0868
 HU0868.The ellipsoidal height was determined by GPS observations
 HU0868.and is referenced to NAD 83.
 HU0868
 HU0868.The geoid height was determined by GEOID03.
 HU0868
 HU0868.The dynamic height is computed by dividing the NAVD 88
 HU0868.geopotential number by the normal gravity value computed on the
 HU0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0868.degrees latitude (g = 980.6199 gals.).
 HU0868
 HU0868.The modeled gravity was interpolated from observed gravity values.
 HU0868
 HU0868;                    North         East     Units Scale Factor Converg.
 HU0868;SPC DE       -   101,592.094   187,883.100   MT  0.99999681   -0 05 15.9
 HU0868;SPC DE       -   333,306.73    616,413.14   sFT  0.99999681   -0 05 15.9
 HU0868;UTM  18      - 4,307,504.826   451,764.763   MT  0.99962865   -0 20 58.2
 HU0868
 HU0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0868!SPC DE       -   1.00000301  x   0.99999681  =   0.99999982
 HU0868!UTM  18      -   1.00000301  x   0.99962865  =   0.99963166
 HU0868
 HU0868                          SUPERSEDED SURVEY CONTROL
 HU0868
 HU0868  ELLIP H (01/27/92)  -19.243  (m)                       GP(       ) 4 1
 HU0868  NAD 83(1986)-  38 54 54.42813(N)    075 33 22.96914(W) AD(       ) 3
 HU0868  NAD 27      -  38 54 54.01964(N)    075 33 24.24691(W) AD(       ) 3
 HU0868  NGVD 29 (??/??/??)   16.109  (m)           52.85   (f) ADJUSTED    1 1
 HU0868
 HU0868.Superseded values are not recommended for survey control.
 HU0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0868.See file dsdata.txt to determine how the superseded data were derived.
 HU0868
 HU0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5176507505(NAD 83)
 HU0868_MARKER: DB = BENCH MARK DISK
 HU0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0868_STAMPING: P 35 1963
 HU0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0868+STABILITY: SURFACE MOTION
 HU0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0868+SATELLITE: SATELLITE OBSERVATIONS - 1988
 HU0868
 HU0868  HISTORY     - Date     Condition        Report By
 HU0868  HISTORY     - 1963     MONUMENTED       CGS
 HU0868  HISTORY     - 1981     GOOD             UDE
 HU0868  HISTORY     - 1988     GOOD             NGS
 HU0868  HISTORY     - 19910902 MARK NOT FOUND   USGS
 HU0868
 HU0868                          STATION DESCRIPTION
 HU0868
 HU0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0868'1.6 MI E FROM HARRINGTON.
 HU0868'1.55 MILES SOUTHEAST AND EAST ALONG THE PENNSYLVANIA RAILROAD
 HU0868'FROM THE STATION AT HARRINGTON, ABOUT 0.4 MILE WEST OF MILEPOST
 HU0868'2, ABOUT 0.25 MILE WEST OF A SAND ROAD CROSSING, 22.6 FEET SOUTH
 HU0868'OF SOUTH RAIL, 18 FEET NORTH OF CENTERLINE OF A SAND ROAD THAT
 HU0868'PARALLELS TRACK, 13.5 FEET SOUTHWEST OF A 7-FOOT HIGH STEEL
 HU0868'WHISTLE POST, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST
 HU0868'OF A STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL OF TRACK, AND SET IN
 HU0868'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0868
 HU0868                          STATION RECOVERY (1981)
 HU0868
 HU0868'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0868'RECOVERED IN GOOD CONDITION.
 HU0868
 HU0868                          STATION RECOVERY (1988)
 HU0868
 HU0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 HU0868'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 HU0868'EAST OF HARRINGTON, IN THE DIRT STRIP BETWEEN A COUNTY ROAD AND THE
 HU0868'RAILROAD TRACKS.
 HU0868'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 HU0868'
 HU0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 HU0868'HIGHWAY 14 IN HARRINGTON, GO SOUTH FOR 1.0 KM (0.6 MI) ON HIGHWAY
 HU0868'13 TO COUNTY ROAD 433 ON THE LEFT, JUST AFTER CROSSING THE RAILROAD
 HU0868'TRACKS.
 HU0868'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON COUNTY ROAD 433 TO THE
 HU0868'JUNCTION OF COUNTY ROAD 432 ON THE LEFT.
 HU0868'TURN LEFT AND GO EAST FOR 0.9 KM (0.55 MI) ON COUNTY ROAD 432 TO
 HU0868'THE STATION ON THE LEFT, ABOUT 0.2 KM (0.1 MI) WEST OF A SAND ROAD
 HU0868'CROSSING THE TRACKS TO SOME HOUSES.
 HU0868'
 HU0868'THE STATION IS A STANDARD CGS DISK
 HU0868'STAMPED---P 35 1963---,
 HU0868'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HU0868'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HU0868'43.6 METERS (143.0 FT) WEST-SOUTHWEST FROM A STEEL WHISTLE POST FOR
 HU0868'THE RAILROAD,
 HU0868'21.6 METERS (70.9 FT) NORTHEAST FROM A POWER POLE,
 HU0868'9.1 METERS (30.0 FT) NORTH FROM THE CENTER OF THE COUNTY ROAD,
 HU0868'6.9 METERS (22.6 FT) SOUTH FROM THE SOUTH RAIL, AND
 HU0868'0.5 METERS (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 HU0868'
 HU0868'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HU0868
 HU0868                          STATION RECOVERY (1991)
 HU0868
 HU0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1047 ***********************************************************************
 JU1047  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1047  DESIGNATION -  P 36
 JU1047  PID         -  JU1047
 JU1047  STATE/COUNTY-  DE/KENT
 JU1047  USGS QUAD   -  FREDERICA (1993)
 JU1047
 JU1047                         *CURRENT SURVEY CONTROL
 JU1047  ___________________________________________________________________
 JU1047* NAD 83(1986)-  39 03 18.     (N)    075 24 22.     (W)     SCALED    
 JU1047* NAVD 88     -         1.791  (meters)       5.88   (feet)  ADJUSTED  
 JU1047  ___________________________________________________________________
 JU1047  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU1047  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 JU1047  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 JU1047
 JU1047  VERT ORDER  -  FIRST     CLASS I
 JU1047
 JU1047.The horizontal coordinates were scaled from a topographic map and have
 JU1047.an estimated accuracy of +/- 6 seconds.
 JU1047
 JU1047.The orthometric height was determined by differential leveling
 JU1047.and adjusted in June 1991.
 JU1047
 JU1047.This Tidal Bench Mark is designated as VM 2996
 JU1047.by the Center for Operational Oceanographic Products and Services.
 JU1047
 JU1047.The geoid height was determined by GEOID03.
 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       -   117,110.      200,910.      MT  (+/- 180 meters Scaled)
 JU1047
 JU1047                          SUPERSEDED SURVEY CONTROL
 JU1047
 JU1047  NGVD 29 (??/??/??)    2.028  (m)            6.65   (f) ADJUSTED    1 1
 JU1047
 JU1047.Superseded values are not recommended for survey control.
 JU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1047.See file dsdata.txt to determine how the superseded data were derived.
 JU1047
 JU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ648229(NAD 83)
 JU1047_MARKER: DB = BENCH MARK DISK
 JU1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1047_SP_SET: FOUNDATION
 JU1047_STAMPING: P 36 1963
 JU1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1047+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1924 ***********************************************************************
 JU1924  DESIGNATION -  P 38
 JU1924  PID         -  JU1924
 JU1924  STATE/COUNTY-  DE/NEW CASTLE
 JU1924  USGS QUAD   -  SAINT GEORGES (1993)
 JU1924
 JU1924                         *CURRENT SURVEY CONTROL
 JU1924  ___________________________________________________________________
 JU1924* NAD 83(1986)-  39 35 21.9    (N)    075 41 34.7    (W)     HD_HELD2  
 JU1924* NAVD 88     -        23.365  (meters)      76.66   (feet)  ADJUSTED  
 JU1924  ___________________________________________________________________
 JU1924  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU1924  DYNAMIC HT  -          23.354 (meters)      76.62  (feet)  COMP
 JU1924  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 JU1924
 JU1924  VERT ORDER  -  FIRST     CLASS I
 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
 JU1924.and adjusted in June 1991.
 JU1924
 JU1924.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1924
 JU1924  NGVD 29 (??/??/??)   23.605  (m)           77.44   (f) ADJUSTED    1 1
 JU1924
 JU1924.Superseded values are not recommended for survey control.
 JU1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1924.See file dsdata.txt to determine how the superseded data were derived.
 JU1924
 JU1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4049582417(NAD 83)
 JU1924_MARKER: DB = BENCH MARK DISK
 JU1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1924_STAMPING: P 38 1963
 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 - August 17, 2005
 JU1924
 JU1924  HISTORY     - Date     Condition        Report By
 JU1924  HISTORY     - 1963     MONUMENTED       CGS
 JU1924  HISTORY     - 20000303 GOOD             USPSQD
 JU1924  HISTORY     - 20050817 GOOD             GEOCAC
 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'HANDHELD COORDINATES ARE N39-35-21.96 W075-41-34.74.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1786 ***********************************************************************
 JU1786  DESIGNATION -  P 39
 JU1786  PID         -  JU1786
 JU1786  STATE/COUNTY-  DE/NEW CASTLE
 JU1786  USGS QUAD   -  SAINT GEORGES (1993)
 JU1786
 JU1786                         *CURRENT SURVEY CONTROL
 JU1786  ___________________________________________________________________
 JU1786* NAD 83(1986)-  39 35 31.     (N)    075 37 48.     (W)     SCALED    
 JU1786* NAVD 88     -        14.316  (meters)      46.97   (feet)  ADJUSTED  
 JU1786  ___________________________________________________________________
 JU1786  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU1786  DYNAMIC HT  -          14.309 (meters)      46.95  (feet)  COMP
 JU1786  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 JU1786
 JU1786  VERT ORDER  -  FIRST     CLASS I
 JU1786
 JU1786.The horizontal coordinates were scaled from a topographic map and have
 JU1786.an estimated accuracy of +/- 6 seconds.
 JU1786
 JU1786.The orthometric height was determined by differential leveling
 JU1786.and adjusted in June 1991.
 JU1786.WARNING-Repeat measurements at this control monument indicate possible
 JU1786.vertical movement.
 JU1786
 JU1786.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1786
 JU1786  NGVD 29 (01/10/92)   14.571  (m)           47.80   (f) ADJUSTED    1 1
 JU1786
 JU1786.Superseded values are not recommended for survey control.
 JU1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1786.See file dsdata.txt to determine how the superseded data were derived.
 JU1786
 JU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459826(NAD 83)
 JU1786_MARKER: DB = BENCH MARK DISK
 JU1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1786_STAMPING: P 39 1963
 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 = MARCH  2, 2009
 HU0790 ***********************************************************************
 HU0790  DESIGNATION -  P 4
 HU0790  PID         -  HU0790
 HU0790  STATE/COUNTY-  DE/SUSSEX
 HU0790  USGS QUAD   -  LAUREL (1992)
 HU0790
 HU0790                         *CURRENT SURVEY CONTROL
 HU0790  ___________________________________________________________________
 HU0790* NAD 83(1986)-  38 31 26.     (N)    075 34 21.     (W)     SCALED    
 HU0790* NAVD 88     -        10.915  (meters)      35.81   (feet)  ADJUSTED  
 HU0790  ___________________________________________________________________
 HU0790  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 HU0790  DYNAMIC HT  -          10.908 (meters)      35.79  (feet)  COMP
 HU0790  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 HU0790
 HU0790  VERT ORDER  -  FIRST     CLASS II
 HU0790
 HU0790.The horizontal coordinates were scaled from a topographic map and have
 HU0790.an estimated accuracy of +/- 6 seconds.
 HU0790
 HU0790.The orthometric height was determined by differential leveling
 HU0790.and adjusted in June 1991.
 HU0790
 HU0790.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0790
 HU0790  NGVD 29 (??/??/??)   11.163  (m)           36.62   (f) ADJUSTED    1 2
 HU0790
 HU0790.Superseded values are not recommended for survey control.
 HU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0790.See file dsdata.txt to determine how the superseded data were derived.
 HU0790
 HU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH500640(NAD 83)
 HU0790_MARKER: DB = BENCH MARK DISK
 HU0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0790_STAMPING: P 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2192 ***********************************************************************
 JU2192  DESIGNATION -  P 41
 JU2192  PID         -  JU2192
 JU2192  STATE/COUNTY-  DE/NEW CASTLE
 JU2192  USGS QUAD   -  DELAWARE CITY (1993)
 JU2192
 JU2192                         *CURRENT SURVEY CONTROL
 JU2192  ___________________________________________________________________
 JU2192* NAD 83(1986)-  39 31 13.     (N)    075 34 43.     (W)     SCALED    
 JU2192* NAVD 88     -         1.558  (meters)       5.11   (feet)  ADJUSTED  
 JU2192  ___________________________________________________________________
 JU2192  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU2192  DYNAMIC HT  -           1.557 (meters)       5.11  (feet)  COMP
 JU2192  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU2192
 JU2192  VERT ORDER  -  FIRST     CLASS II
 JU2192
 JU2192.The horizontal coordinates were scaled from a topographic map and have
 JU2192.an estimated accuracy of +/- 6 seconds.
 JU2192
 JU2192.The orthometric height was determined by differential leveling
 JU2192.and adjusted in June 1991.
 JU2192
 JU2192.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2192
 JU2192.No superseded survey control is available for this station.
 JU2192
 JU2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502746(NAD 83)
 JU2192_MARKER: DB = BENCH MARK DISK
 JU2192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2192_SP_SET: STAINLESS STEEL ROD
 JU2192_STAMPING: P 41 1979
 JU2192_PROJECTION: FLUSH
 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 = MARCH  2, 2009
 HU0175 ***********************************************************************
 HU0175  DESIGNATION -  P 5
 HU0175  PID         -  HU0175
 HU0175  STATE/COUNTY-  DE/SUSSEX
 HU0175  USGS QUAD   -  ELLENDALE (1992)
 HU0175
 HU0175                         *CURRENT SURVEY CONTROL
 HU0175  ___________________________________________________________________
 HU0175* NAD 83(1986)-  38 48 21.     (N)    075 25 22.     (W)     SCALED    
 HU0175* NAVD 88     -        15.158  (meters)      49.73   (feet)  ADJUSTED  
 HU0175  ___________________________________________________________________
 HU0175  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU0175  DYNAMIC HT  -          15.149 (meters)      49.70  (feet)  COMP
 HU0175  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 HU0175
 HU0175  VERT ORDER  -  SECOND    CLASS 0
 HU0175
 HU0175.The horizontal coordinates were scaled from a topographic map and have
 HU0175.an estimated accuracy of +/- 6 seconds.
 HU0175
 HU0175.The orthometric height was determined by differential leveling
 HU0175.and adjusted in June 1991.
 HU0175
 HU0175.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0175
 HU0175  NGVD 29 (??/??/??)   15.398  (m)           50.52   (f) ADJUSTED    2 0
 HU0175
 HU0175.Superseded values are not recommended for survey control.
 HU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0175.See file dsdata.txt to determine how the superseded data were derived.
 HU0175
 HU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632953(NAD 83)
 HU0175_MARKER: DB = BENCH MARK DISK
 HU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0175_STAMPING: P 5 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0214 ***********************************************************************
 HU0214  DESIGNATION -  P 8
 HU0214  PID         -  HU0214
 HU0214  STATE/COUNTY-  DE/SUSSEX
 HU0214  USGS QUAD   -  MILLSBORO (1992)
 HU0214
 HU0214                         *CURRENT SURVEY CONTROL
 HU0214  ___________________________________________________________________
 HU0214* NAD 83(1986)-  38 33 28.     (N)    075 20 40.     (W)     SCALED    
 HU0214* NAVD 88     -        13.389  (meters)      43.93   (feet)  ADJUSTED  
 HU0214  ___________________________________________________________________
 HU0214  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0214  DYNAMIC HT  -          13.380 (meters)      43.90  (feet)  COMP
 HU0214  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 HU0214
 HU0214  VERT ORDER  -  SECOND    CLASS 0
 HU0214
 HU0214.The horizontal coordinates were scaled from a topographic map and have
 HU0214.an estimated accuracy of +/- 6 seconds.
 HU0214
 HU0214.The orthometric height was determined by differential leveling
 HU0214.and adjusted in June 1991.
 HU0214
 HU0214.The geoid height was determined by GEOID03.
 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       -    61,920.      206,300.      MT  (+/- 180 meters Scaled)
 HU0214
 HU0214                          SUPERSEDED SURVEY CONTROL
 HU0214
 HU0214  NGVD 29 (??/??/??)   13.627  (m)           44.71   (f) ADJUSTED    2 0
 HU0214
 HU0214.Superseded values are not recommended for survey control.
 HU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0214.See file dsdata.txt to determine how the superseded data were derived.
 HU0214
 HU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH699677(NAD 83)
 HU0214_MARKER: DB = BENCH MARK DISK
 HU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0214_SP_SET: CONCRETE POST
 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 - November 01, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3400 ***********************************************************************
 JU3400  DESIGNATION -  PARKS USE 1932
 JU3400  PID         -  JU3400
 JU3400  STATE/COUNTY-  DE/KENT
 JU3400  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3400
 JU3400                         *CURRENT SURVEY CONTROL
 JU3400  ___________________________________________________________________
 JU3400* NAD 83(1991)-  39 20 23.93449(N)    075 28 57.75432(W)     ADJUSTED  
 JU3400* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3400  ___________________________________________________________________
 JU3400  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU3400  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3400
 JU3400.The geoid height was determined by GEOID03.
 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       -   1.00000535  x   0.99999540  =   1.00000075
 JU3400!SPC NJ       -   1.00000535  x   0.99998833  =   0.99999368
 JU3400!UTM  18      -   1.00000535  x   0.99962130  =   0.99962665
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3400.See file dsdata.txt to determine how the superseded data were derived.
 JU3400
 JU3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5840254617(NAD 83)
 JU3400_MARKER: Z = SEE DESCRIPTION
 JU3400_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3400_SP_SET: OBJECT DRIVEN INTO GROUND
 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 = MARCH  2, 2009
 JU2545 ***********************************************************************
 JU2545  DESIGNATION -  PEA PATCH ISLAND DIKE LIGHT A
 JU2545  PID         -  JU2545
 JU2545  STATE/COUNTY-  DE/NEW CASTLE
 JU2545  USGS QUAD   -  DELAWARE CITY (1993)
 JU2545
 JU2545                         *CURRENT SURVEY CONTROL
 JU2545  ___________________________________________________________________
 JU2545* NAD 83(1991)-  39 36 52.16890(N)    075 35 17.65905(W)     ADJUSTED  
 JU2545* NAVD 88     -              **(meters)            **(feet)            
 JU2545  ___________________________________________________________________
 JU2545  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU2545  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU2545  HORZ ORDER  -  THIRD
 JU2545
 JU2545.The horizontal coordinates were established by classical geodetic methods
 JU2545.and adjusted by the National Geodetic Survey in January 1992.
 JU2545
 JU2545
 JU2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2545
 JU2545.The geoid height was determined by GEOID03.
 JU2545
 JU2545;                    North         East     Units Scale Factor Converg.
 JU2545;SPC DE       -   179,240.797   185,266.820   MT  0.99999767   -0 06 33.8
 JU2545;SPC DE       -   588,059.18    607,829.56   sFT  0.99999767   -0 06 33.8
 JU2545;SPC NJ       -    87,281.153    56,558.914   MT  1.00000746   -0 41 38.2
 JU2545;SPC NJ       -   286,354.92    185,560.37   sFT  1.00000746   -0 41 38.2
 JU2545;UTM  18      - 4,385,136.230   449,506.734   MT  0.99963139   -0 22 30.3
 JU2545
 JU2545                          SUPERSEDED SURVEY CONTROL
 JU2545
 JU2545  NAD 83(1986)-  39 36 52.16239(N)    075 35 17.66666(W) AD(       ) 4
 JU2545
 JU2545.Superseded values are not recommended for survey control.
 JU2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2545.See file dsdata.txt to determine how the superseded data were derived.
 JU2545
 JU2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4950785136(NAD 83)
 JU2545_MARKER: 14 = NAVIGATION LIGHT
 JU2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2545
 JU2545  HISTORY     - Date     Condition        Report By
 JU2545  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2545  HISTORY     - 19970831 GOOD             USPSQD
 JU2545  HISTORY     - 20070929 GOOD             GEOCAC
 JU2545
 JU2545                          STATION DESCRIPTION
 JU2545
 JU2545'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2545'THE STATION, PEA PATCH ISLAND DIKE LIGHT A, IS THE CENTER OF THE
 JU2545'WHITE LIGHT ATOP THE LIGHT STRUCTURE.  THE LIGHT IS COAST GUARD
 JU2545'LL  2214.
 JU2545'
 JU2545'THE STATION IS LOCATED IN DELAWARE RIVER, NORTH OF PEA PATCH
 JU2545'ISLAND, ON THE SOUTH SIDE OF AN OPENING THROUGH THE SUBMERGED
 JU2545'DIKE.
 JU2545'
 JU2545'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2545'NORTHWEST 5.8 KM (3.6 MILES) TO THE LIGHT STRUCTURE JUST
 JU2545'NORTH OF THE OVERHEAD POWER LINES.
 JU2545
 JU2545                          STATION RECOVERY (1997)
 JU2545
 JU2545'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2545'RECOVERED IN GOOD CONDITION.
 JU2545
 JU2545                          STATION RECOVERY (2007)
 JU2545
 JU2545'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2546 ***********************************************************************
 JU2546  DESIGNATION -  PEA PATCH ISLAND DIKE LIGHT C
 JU2546  PID         -  JU2546
 JU2546  STATE/COUNTY-  DE/NEW CASTLE
 JU2546  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2546
 JU2546                         *CURRENT SURVEY CONTROL
 JU2546  ___________________________________________________________________
 JU2546* NAD 83(1991)-  39 38 05.15490(N)    075 34 48.32386(W)     ADJUSTED  
 JU2546* NAVD 88     -              **(meters)            **(feet)            
 JU2546  ___________________________________________________________________
 JU2546  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 JU2546  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU2546  HORZ ORDER  -  THIRD
 JU2546
 JU2546.The horizontal coordinates were established by classical geodetic methods
 JU2546.and adjusted by the National Geodetic Survey in January 1992.
 JU2546
 JU2546
 JU2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2546
 JU2546.The geoid height was determined by GEOID03.
 JU2546
 JU2546;                    North         East     Units Scale Factor Converg.
 JU2546;SPC DE       -   181,490.441   185,970.655   MT  0.99999742   -0 06 15.3
 JU2546;SPC DE       -   595,439.89    610,138.72   sFT  0.99999742   -0 06 15.3
 JU2546;SPC NJ       -    89,523.518    57,285.675   MT  1.00000580   -0 41 20.5
 JU2546;SPC NJ       -   293,711.74    187,944.75   sFT  1.00000580   -0 41 20.5
 JU2546;UTM  18      - 4,387,381.762   450,220.734   MT  0.99963051   -0 22 12.2
 JU2546
 JU2546                          SUPERSEDED SURVEY CONTROL
 JU2546
 JU2546  NAD 83(1986)-  39 38 05.14856(N)    075 34 48.33094(W) AD(       ) 4
 JU2546
 JU2546.Superseded values are not recommended for survey control.
 JU2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2546.See file dsdata.txt to determine how the superseded data were derived.
 JU2546
 JU2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5022187382(NAD 83)
 JU2546_MARKER: 14 = NAVIGATION LIGHT
 JU2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2546
 JU2546  HISTORY     - Date     Condition        Report By
 JU2546  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2546  HISTORY     - 19970831 GOOD             USPSQD
 JU2546  HISTORY     - 20070929 GOOD             GEOCAC
 JU2546
 JU2546                          STATION DESCRIPTION
 JU2546
 JU2546'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2546'THE STATION, PEA PATCH ISLAND DIKE LIGHT C, IS THE CENTER OF
 JU2546'THE WHITE LIGHT ATOP THE SKELETON TOWER.  THE LIGHT IS COAST GUARD
 JU2546'LL  2225.
 JU2546'
 JU2546'THE STATION IS LOCATED IN DELAWARE RIVER, NORTH OF PEA PATCH
 JU2546'ISLAND, ON THE SUBMERGED DIKE.
 JU2546'
 JU2546'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO
 JU2546'NORTHWEST 9.7 KM (6.0 MILES) TO THE LIGHT STRUCTURE ON
 JU2546'THE LEFT.
 JU2546
 JU2546                          STATION RECOVERY (1997)
 JU2546
 JU2546'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2546'RECOVERED IN GOOD CONDITION.
 JU2546
 JU2546                          STATION RECOVERY (2007)
 JU2546
 JU2546'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2547 ***********************************************************************
 JU2547  DESIGNATION -  PEA PATCH ISLAND DIKE LIGHT D
 JU2547  PID         -  JU2547
 JU2547  STATE/COUNTY-  DE/NEW CASTLE
 JU2547  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2547
 JU2547                         *CURRENT SURVEY CONTROL
 JU2547  ___________________________________________________________________
 JU2547* NAD 83(1991)-  39 38 18.28601(N)    075 34 33.38243(W)     ADJUSTED  
 JU2547* NAVD 88     -              **(meters)            **(feet)            
 JU2547  ___________________________________________________________________
 JU2547  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU2547  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 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
 JU2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2547
 JU2547.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2547
 JU2547  NAD 83(1986)-  39 38 18.27907(N)    075 34 33.38936(W) AD(       ) 4
 JU2547
 JU2547.Superseded values are not recommended for survey control.
 JU2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2547.See file dsdata.txt to determine how the superseded data were derived.
 JU2547
 JU2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5057987784(NAD 83)
 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 = MARCH  2, 2009
 JU3789 ***********************************************************************
 JU3789  DESIGNATION -  PEA PATCH ISLAND LIGHT
 JU3789  PID         -  JU3789
 JU3789  STATE/COUNTY-  DE/NEW CASTLE
 JU3789  USGS QUAD   -  DELAWARE CITY (1993)
 JU3789
 JU3789                         *CURRENT SURVEY CONTROL
 JU3789  ___________________________________________________________________
 JU3789* NAD 83(1991)-  39 35 25.91157(N)    075 33 53.63841(W)     ADJUSTED  
 JU3789* NAVD 88     -              **(meters)            **(feet)            
 JU3789  ___________________________________________________________________
 JU3789  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU3789  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU3789  HORZ ORDER  -  THIRD
 JU3789
 JU3789.The horizontal coordinates were established by classical geodetic methods
 JU3789.and adjusted by the National Geodetic Survey in January 1992.
 JU3789
 JU3789
 JU3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3789
 JU3789.The geoid height was determined by GEOID03.
 JU3789
 JU3789;                    North         East     Units Scale Factor Converg.
 JU3789;SPC DE       -   176,576.994   187,266.600   MT  0.99999700   -0 05 40.1
 JU3789;SPC DE       -   579,319.69    614,390.50   sFT  0.99999700   -0 05 40.1
 JU3789;SPC NJ       -    84,597.071    58,531.437   MT  1.00000297   -0 40 43.3
 JU3789;SPC NJ       -   277,548.89    192,031.89   sFT  1.00000297   -0 40 43.3
 JU3789;UTM  18      - 4,382,464.167   451,493.414   MT  0.99962897   -0 21 36.1
 JU3789
 JU3789                          SUPERSEDED SURVEY CONTROL
 JU3789
 JU3789  NAD 83(1986)-  39 35 25.90465(N)    075 33 53.64656(W) AD(       ) 4
 JU3789  NAD 27      -  39 35 25.50000(N)    075 33 54.91800(W) AD(       ) 3
 JU3789
 JU3789.Superseded values are not recommended for survey control.
 JU3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3789.See file dsdata.txt to determine how the superseded data were derived.
 JU3789
 JU3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5149382464(NAD 83)
 JU3789_MARKER: 14 = NAVIGATION LIGHT
 JU3789
 JU3789  HISTORY     - Date     Condition        Report By
 JU3789  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3789  HISTORY     - 1946     GOOD             CGS
 JU3789  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU3789  HISTORY     - 20070929 GOOD             GEOCAC
 JU3789
 JU3789                          STATION DESCRIPTION
 JU3789
 JU3789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3789'STATION NOT DESCRIBED.  RECOVERED IN GOOD CONDITION AND ACCORDING
 JU3789'TO LOCAL INFORMATION IS IN SAME POSITION AS OF 1933.
 JU3789
 JU3789                          STATION RECOVERY (1975)
 JU3789
 JU3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3789'THE LIGHT LIST INDICATED LIGHT MAINTENANCE OF SOME TYPE IN
 JU3789'1950.  THE LIGHT AND FOUNDATION IS TILTED AT 25 DEGREES WITH A
 JU3789'SIMILAR FRUSTRUM SHAPED FOUNDATION NEARBY.  CONSIDER THE 1933
 JU3789'STATION DESTROYED.
 JU3789
 JU3789                          STATION RECOVERY (2007)
 JU3789
 JU3789'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3479 ***********************************************************************
 JU3479  DESIGNATION -  PEARSONS
 JU3479  PID         -  JU3479
 JU3479  STATE/COUNTY-  DE/KENT
 JU3479  USGS QUAD   -  SUDLERSVILLE (1993)
 JU3479
 JU3479                         *CURRENT SURVEY CONTROL
 JU3479  ___________________________________________________________________
 JU3479* NAD 83(1991)-  39 13 40.07169(N)    075 45 15.92939(W)     ADJUSTED  
 JU3479* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 JU3479  ___________________________________________________________________
 JU3479  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 JU3479  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3479
 JU3479.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3479
 JU3479.Superseded values are not recommended for survey control.
 JU3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3479.See file dsdata.txt to determine how the superseded data were derived.
 JU3479
 JU3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3488342327(NAD 83)
 JU3479_MARKER: DS = TRIANGULATION STATION DISK
 JU3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3479
 JU3479  HISTORY     - Date     Condition        Report By
 JU3479  HISTORY     - 1961     MONUMENTED       CGS
 JU3479  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 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' 
 JU3479' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2551 ***********************************************************************
 JU2551  DESIGNATION -  PETRUSKA
 JU2551  PID         -  JU2551
 JU2551  STATE/COUNTY-  DE/NEW CASTLE
 JU2551  USGS QUAD   -  DELAWARE CITY (1993)
 JU2551
 JU2551                         *CURRENT SURVEY CONTROL
 JU2551  ___________________________________________________________________
 JU2551* NAD 83(1991)-  39 31 13.36935(N)    075 33 40.41509(W)     NO CHECK  
 JU2551* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 JU2551  ___________________________________________________________________
 JU2551  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JU2551  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2551
 JU2551.The geoid height was determined by GEOID03.
 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  =   0.99963371
 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    3  
 JU2551
 JU2551.Superseded values are not recommended for survey control.
 JU2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2551.See file dsdata.txt to determine how the superseded data were derived.
 JU2551
 JU2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5176074677(NAD 83)
 JU2551_MARKER: DD = SURVEY DISK
 JU2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1439 ***********************************************************************
 HU1439  DESIGNATION -  PHILLIPS
 HU1439  PID         -  HU1439
 HU1439  STATE/COUNTY-  DE/SUSSEX
 HU1439  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1439
 HU1439                         *CURRENT SURVEY CONTROL
 HU1439  ___________________________________________________________________
 HU1439* NAD 83(1991)-  38 29 03.62968(N)    075 03 04.73812(W)     ADJUSTED  
 HU1439* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 HU1439  ___________________________________________________________________
 HU1439  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HU1439  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1439
 HU1439.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1909                  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    3  
 HU1439
 HU1439.Superseded values are not recommended for survey control.
 HU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1439.See file dsdata.txt to determine how the superseded data were derived.
 HU1439
 HU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9552459557(NAD 83)
 HU1439_MARKER: DS = TRIANGULATION STATION DISK
 HU1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU2003 ***********************************************************************
 HU2003  DESIGNATION -  PIERSON AZIMUTH MARK
 HU2003  PID         -  HU2003
 HU2003  STATE/COUNTY-  DE/KENT
 HU2003  USGS QUAD   -  BURRSVILLE (1993)
 HU2003
 HU2003                         *CURRENT SURVEY CONTROL
 HU2003  ___________________________________________________________________
 HU2003* NAD 83(1991)-  38 54 50.76315(N)    075 43 23.81261(W)     ADJUSTED  
 HU2003* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 HU2003  ___________________________________________________________________
 HU2003  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HU2003  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2003
 HU2003.The geoid height was determined by GEOID03.
 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       -  KORNER AZIMUTH MARK                      153 09 40.1
 HU2003:SPC MD       -  KORNER AZIMUTH MARK                      152 10 02.0
 HU2003:UTM  18      -  KORNER AZIMUTH MARK                      153 25 22.4
 HU2003
 HU2003|---------------------------------------------------------------------|
 HU2003| PID    Reference Object                     Distance      Geod. Az  |
 HU2003|                                                           dddmmss.s |
 HU2003| HU2000 KORNER AZIMUTH MARK                 412.848 METERS 1525806.7 |
 HU2003| HU1999 PIERSON                             APPROX. 1.3 KM 3312909.9 |
 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    3  
 HU2003
 HU2003.Superseded values are not recommended for survey control.
 HU2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2003.See file dsdata.txt to determine how the superseded data were derived.
 HU2003
 HU2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3729407493(NAD 83)
 HU2003_MARKER: DZ = AZIMUTH MARK DISK
 HU2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2003+STABILITY: SURFACE MOTION
 HU2003
 HU2003  HISTORY     - Date     Condition        Report By
 HU2003  HISTORY     - 1962     MONUMENTED       CGS
 HU2003
 HU2003                          STATION DESCRIPTION
 HU2003
 HU2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (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 = MARCH  2, 2009
 HU1416 ***********************************************************************
 HU1416  DESIGNATION -  PINE
 HU1416  PID         -  HU1416
 HU1416  STATE/COUNTY-  DE/SUSSEX
 HU1416  USGS QUAD   -  FRANKFORD (1991)
 HU1416
 HU1416                         *CURRENT SURVEY CONTROL
 HU1416  ___________________________________________________________________
 HU1416* NAD 83(1991)-  38 35 08.76136(N)    075 11 13.81874(W)     ADJUSTED  
 HU1416* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 HU1416  ___________________________________________________________________
 HU1416  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1416  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1416
 HU1416.The geoid height was determined by GEOID03.
 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       -   1.00000539  x   0.99999992  =   1.00000531
 HU1416!UTM  18      -   1.00000539  x   0.99960327  =   0.99960866
 HU1416
 HU1416:                Primary Azimuth Mark                     Grid Az
 HU1416:SPC DE       -  CENTER CONICAL RED ROOF FLAG             046 57 39.2
 HU1416:UTM  18      -  CENTER CONICAL RED ROOF FLAG             047 13 14.8
 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    3  
 HU1416
 HU1416.Superseded values are not recommended for survey control.
 HU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1416.See file dsdata.txt to determine how the superseded data were derived.
 HU1416
 HU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8369870827(NAD 83)
 HU1416_MARKER: DS = TRIANGULATION STATION DISK
 HU1416_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1416_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 JU3814 ***********************************************************************
 JU3814  DESIGNATION -  PINESWAMP
 JU3814  PID         -  JU3814
 JU3814  STATE/COUNTY-  DE/NEW CASTLE
 JU3814  USGS QUAD   -  NEWARK EAST (1993)
 JU3814
 JU3814                         *CURRENT SURVEY CONTROL
 JU3814  ___________________________________________________________________
 JU3814* NAD 83(1991)-  39 40 31.12587(N)    075 40 48.88565(W)     ADJUSTED  
 JU3814* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 JU3814  ___________________________________________________________________
 JU3814  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JU3814  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3814
 JU3814.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3814.See file dsdata.txt to determine how the superseded data were derived.
 JU3814
 JU3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4166091942(NAD 83)
 JU3814_MARKER: DS = TRIANGULATION STATION DISK
 JU3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1680 ***********************************************************************
 JU1680  DESIGNATION -  PINESWAMP AZ MK
 JU1680  PID         -  JU1680
 JU1680  STATE/COUNTY-  DE/NEW CASTLE
 JU1680  USGS QUAD   -  NEWARK EAST (1993)
 JU1680
 JU1680                         *CURRENT SURVEY CONTROL
 JU1680  ___________________________________________________________________
 JU1680* NAD 83(1986)-  39 40 40.     (N)    075 41 21.     (W)     SCALED    
 JU1680* NAVD 88     -        25.258  (meters)      82.87   (feet)  ADJUSTED  
 JU1680  ___________________________________________________________________
 JU1680  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1680  DYNAMIC HT  -          25.246 (meters)      82.83  (feet)  COMP
 JU1680  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 JU1680
 JU1680  VERT ORDER  -  SECOND    CLASS 0
 JU1680
 JU1680.The horizontal coordinates were scaled from a topographic map and have
 JU1680.an estimated accuracy of +/- 6 seconds.
 JU1680
 JU1680.The orthometric height was determined by differential leveling
 JU1680.and adjusted in June 1991.
 JU1680
 JU1680.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1680
 JU1680  NGVD 29 (??/??/??)   25.601  (m)           83.99   (f) ADJUSTED    2 0
 JU1680
 JU1680.Superseded values are not recommended for survey control.
 JU1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1680.See file dsdata.txt to determine how the superseded data were derived.
 JU1680
 JU1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ408922(NAD 83)
 JU1680_MARKER: DZ = AZIMUTH MARK DISK
 JU1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1680_STAMPING: PINESWAMP 1958
 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 = MARCH  2, 2009
 JU1681 ***********************************************************************
 JU1681  DESIGNATION -  PINESWAMP RM 1
 JU1681  PID         -  JU1681
 JU1681  STATE/COUNTY-  DE/NEW CASTLE
 JU1681  USGS QUAD   -  NEWARK EAST (1993)
 JU1681
 JU1681                         *CURRENT SURVEY CONTROL
 JU1681  ___________________________________________________________________
 JU1681* NAD 83(1986)-  39 40 31.     (N)    075 40 49.     (W)     SCALED    
 JU1681* NAVD 88     -        27.141  (meters)      89.05   (feet)  ADJUSTED  
 JU1681  ___________________________________________________________________
 JU1681  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1681  DYNAMIC HT  -          27.129 (meters)      89.01  (feet)  COMP
 JU1681  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU1681
 JU1681  VERT ORDER  -  SECOND    CLASS 0
 JU1681
 JU1681.The horizontal coordinates were scaled from a topographic map and have
 JU1681.an estimated accuracy of +/- 6 seconds.
 JU1681
 JU1681.The orthometric height was determined by differential leveling
 JU1681.and adjusted in June 1991.
 JU1681
 JU1681.The geoid height was determined by GEOID03.
 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       -   186,010.      177,380.      MT  (+/- 180 meters Scaled)
 JU1681
 JU1681                          SUPERSEDED SURVEY CONTROL
 JU1681
 JU1681  NGVD 29 (??/??/??)   27.485  (m)           90.17   (f) ADJUSTED    2 0
 JU1681
 JU1681.Superseded values are not recommended for survey control.
 JU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1681.See file dsdata.txt to determine how the superseded data were derived.
 JU1681
 JU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ416919(NAD 83)
 JU1681_MARKER: DR = REFERENCE MARK DISK
 JU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1681_STAMPING: PINESWAMP NO 1 1958
 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 = MARCH  2, 2009
 JU1682 ***********************************************************************
 JU1682  DESIGNATION -  PINESWAMP RM 2
 JU1682  PID         -  JU1682
 JU1682  STATE/COUNTY-  DE/NEW CASTLE
 JU1682  USGS QUAD   -  NEWARK EAST (1993)
 JU1682
 JU1682                         *CURRENT SURVEY CONTROL
 JU1682  ___________________________________________________________________
 JU1682* NAD 83(1986)-  39 40 31.     (N)    075 40 49.     (W)     SCALED    
 JU1682* NAVD 88     -        27.163  (meters)      89.12   (feet)  ADJUSTED  
 JU1682  ___________________________________________________________________
 JU1682  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1682  DYNAMIC HT  -          27.151 (meters)      89.08  (feet)  COMP
 JU1682  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU1682
 JU1682  VERT ORDER  -  SECOND    CLASS 0
 JU1682
 JU1682.The horizontal coordinates were scaled from a topographic map and have
 JU1682.an estimated accuracy of +/- 6 seconds.
 JU1682
 JU1682.The orthometric height was determined by differential leveling
 JU1682.and adjusted in June 1991.
 JU1682
 JU1682.The geoid height was determined by GEOID03.
 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       -   186,010.      177,380.      MT  (+/- 180 meters Scaled)
 JU1682
 JU1682                          SUPERSEDED SURVEY CONTROL
 JU1682
 JU1682  NGVD 29 (??/??/??)   27.507  (m)           90.25   (f) ADJUSTED    2 0
 JU1682
 JU1682.Superseded values are not recommended for survey control.
 JU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1682.See file dsdata.txt to determine how the superseded data were derived.
 JU1682
 JU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ416919(NAD 83)
 JU1682_MARKER: DR = REFERENCE MARK DISK
 JU1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1682_STAMPING: PINESWAMP NO 2 1958
 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 = MARCH  2, 2009
 HU1353 ***********************************************************************
 HU1353  DESIGNATION -  PLUMB POINT 1840
 HU1353  PID         -  HU1353
 HU1353  STATE/COUNTY-  DE/SUSSEX
 HU1353  USGS QUAD   -  LEWES (1991)
 HU1353
 HU1353                         *CURRENT SURVEY CONTROL
 HU1353  ___________________________________________________________________
 HU1353* NAD 83(1991)-  38 50 14.66124(N)    075 13 17.80348(W)     ADJUSTED  
 HU1353* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HU1353  ___________________________________________________________________
 HU1353  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HU1353  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1353
 HU1353.The geoid height was determined by GEOID03.
 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 1841                         333 56 07.9
 HU1353:SPC NJ       -  MUDDY CREEK 1841                         334 30 37.5
 HU1353:UTM  18      -  MUDDY CREEK 1841                         334 11 48.6
 HU1353
 HU1353|---------------------------------------------------------------------|
 HU1353| PID    Reference Object                     Distance      Geod. Az  |
 HU1353|                                                           dddmmss.s |
 HU1353| HU1431 MUDDY CREEK 1841                    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
 HU1353.Superseded values are not recommended for survey control.
 HU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1353.See file dsdata.txt to determine how the superseded data were derived.
 HU1353
 HU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8076698757(NAD 83)
 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 = MARCH  2, 2009
 HU1384 ***********************************************************************
 HU1384  DESIGNATION -  POLE AT BEND OF CANAL
 HU1384  PID         -  HU1384
 HU1384  STATE/COUNTY-  DE/SUSSEX
 HU1384  USGS QUAD   -  BETHANY BEACH (1991)
 HU1384
 HU1384                         *CURRENT SURVEY CONTROL
 HU1384  ___________________________________________________________________
 HU1384* NAD 83(1991)-  38 30 53.69157(N)    075 03 51.26934(W)     ADJUSTED  
 HU1384* NAVD 88     -              **(meters)            **(feet)            
 HU1384  ___________________________________________________________________
 HU1384  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HU1384  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU1384  HORZ ORDER  -  THIRD
 HU1384
 HU1384.The horizontal coordinates were established by classical geodetic methods
 HU1384.and adjusted by the National Geodetic Survey in January 1992.
 HU1384
 HU1384
 HU1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1384
 HU1384.The geoid height was determined by GEOID03.
 HU1384
 HU1384;                    North         East     Units Scale Factor Converg.
 HU1384;SPC DE       -    57,214.768   230,736.574   MT  1.00000663   +0 13 10.1
 HU1384;SPC DE       -   187,712.12    757,008.24   sFT  1.00000663   +0 13 10.1
 HU1384;UTM  18      - 4,262,950.301   494,399.434   MT  0.99960039   -0 02 24.0
 HU1384
 HU1384                          SUPERSEDED SURVEY CONTROL
 HU1384
 HU1384  NAD 83(1986)-  38 30 53.67333(N)    075 03 51.28974(W) AD(       ) 4
 HU1384  NAD 27      -  38 30 53.26000(N)    075 03 52.64000(W) AD(       ) 3
 HU1384
 HU1384.Superseded values are not recommended for survey control.
 HU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1384.See file dsdata.txt to determine how the superseded data were derived.
 HU1384
 HU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9439962950(NAD 83)
 HU1384_MARKER: 61 = POLE
 HU1384
 HU1384  HISTORY     - Date     Condition        Report By
 HU1384  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1384
 HU1384                          STATION DESCRIPTION
 HU1384
 HU1384'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3783 ***********************************************************************
 JU3783  DESIGNATION -  PORT PENN 1933
 JU3783  PID         -  JU3783
 JU3783  STATE/COUNTY-  DE/NEW CASTLE
 JU3783  USGS QUAD   -  DELAWARE CITY (1993)
 JU3783
 JU3783                         *CURRENT SURVEY CONTROL
 JU3783  ___________________________________________________________________
 JU3783* NAD 83(1991)-  39 32 02.33945(N)    075 34 43.26924(W)     ADJUSTED  
 JU3783* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3783  ___________________________________________________________________
 JU3783  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JU3783  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3783
 JU3783.The geoid height was determined by GEOID03.
 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       -   1.00000497  x   0.99999739  =   1.00000236
 JU3783!SPC NJ       -   1.00000497  x   1.00000583  =   1.00001080
 JU3783!UTM  18      -   1.00000497  x   0.99963045  =   0.99963542
 JU3783
 JU3783:                Primary Azimuth Mark                     Grid Az
 JU3783:SPC DE       -  REEDY ISLAND QUARANTINE STA TK           145 54 05.6
 JU3783:SPC NJ       -  REEDY ISLAND QUARANTINE STA TK           146 29 06.3
 JU3783:UTM  18      -  REEDY ISLAND QUARANTINE STA TK           146 10 00.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3783.See file dsdata.txt to determine how the superseded data were derived.
 JU3783
 JU3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5026976196(NAD 83)
 JU3783_MARKER: DS = TRIANGULATION STATION DISK
 JU3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 - June 15, 2005
 JU3783
 JU3783  HISTORY     - Date     Condition        Report By
 JU3783  HISTORY     - 1933     MONUMENTED       CGS
 JU3783  HISTORY     - 1946     GOOD             CGS
 JU3783  HISTORY     - 20050615 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3786 ***********************************************************************
 JU3786  DESIGNATION -  PORT PENN PRESB CHURCH SPIRE
 JU3786  PID         -  JU3786
 JU3786  STATE/COUNTY-  DE/NEW CASTLE
 JU3786  USGS QUAD   -  DELAWARE CITY (1993)
 JU3786
 JU3786                         *CURRENT SURVEY CONTROL
 JU3786  ___________________________________________________________________
 JU3786* NAD 83(1991)-  39 31 00.66446(N)    075 34 40.67580(W)     ADJUSTED  
 JU3786* NAVD 88     -              **(meters)            **(feet)            
 JU3786  ___________________________________________________________________
 JU3786  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JU3786  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 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
 JU3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3786
 JU3786.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3786
 JU3786  NAD 83(1986)-  39 31 00.65639(N)    075 34 40.68437(W) AD(       ) 4
 JU3786  NAD 27      -  39 31 00.25000(N)    075 34 41.95100(W) AD(       ) 3
 JU3786
 JU3786.Superseded values are not recommended for survey control.
 JU3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3786.See file dsdata.txt to determine how the superseded data were derived.
 JU3786
 JU3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5031974294(NAD 83)
 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 = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 JU1809
 JU1809                         *CURRENT SURVEY CONTROL
 JU1809  ___________________________________________________________________
 JU1809* NAD 83(1986)-  39 32 00.7    (N)    075 34 43.6    (W)     HD_HELD2  
 JU1809* NAVD 88     -         2.427  (meters)       7.96   (feet)  ADJUSTED  
 JU1809  ___________________________________________________________________
 JU1809  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU1809  DYNAMIC HT  -           2.426 (meters)       7.96  (feet)  COMP
 JU1809  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 JU1809
 JU1809  VERT ORDER  -  FIRST     CLASS I
 JU1809
 JU1809.The horizontal coordinates were established by autonomous hand held GPS
 JU1809.observations and have an estimated accuracy of +/- 10 meters.
 JU1809
 JU1809.The orthometric height was determined by differential leveling
 JU1809.and adjusted in June 1991.
 JU1809
 JU1809.This Tidal Bench Mark is designated as VM 378
 JU1809.by the Center for Operational Oceanographic Products and Services.
 JU1809
 JU1809.The geoid height was determined by GEOID03.
 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       -   170,250.      186,063.      MT  (+/- 10 meters HH2 GPS)
 JU1809
 JU1809                          SUPERSEDED SURVEY CONTROL
 JU1809
 JU1809  NGVD 29 (01/10/92)    2.663  (m)            8.74   (f) ADJUSTED    1 1
 JU1809
 JU1809.Superseded values are not recommended for survey control.
 JU1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1809.See file dsdata.txt to determine how the superseded data were derived.
 JU1809
 JU1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5026176145(NAD 83)
 JU1809_MARKER: DR = REFERENCE MARK DISK
 JU1809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1809_SP_SET: CULVERT
 JU1809_STAMPING: PORT PENN NO 1 1933
 JU1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1809+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 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
 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.  HANDHELD COORDINATES ARE N39-32-00.78 W075-34-43.68.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 JU1808
 JU1808                         *CURRENT SURVEY CONTROL
 JU1808  ___________________________________________________________________
 JU1808* NAD 83(1986)-  39 32 02.     (N)    075 34 43.     (W)     SCALED    
 JU1808* NAVD 88     -         2.941  (meters)       9.65   (feet)  ADJUSTED  
 JU1808  ___________________________________________________________________
 JU1808  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU1808  DYNAMIC HT  -           2.939 (meters)       9.64  (feet)  COMP
 JU1808  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 JU1808
 JU1808  VERT ORDER  -  FIRST     CLASS I
 JU1808
 JU1808.The horizontal coordinates were scaled from a topographic map and have
 JU1808.an estimated accuracy of +/- 6 seconds.
 JU1808
 JU1808.The orthometric height was determined by differential leveling
 JU1808.and adjusted in June 1991.
 JU1808.WARNING-Repeat measurements at this control monument indicate possible
 JU1808.vertical movement.
 JU1808
 JU1808.This Tidal Bench Mark is designated as VM 384
 JU1808.by the Center for Operational Oceanographic Products and Services.
 JU1808
 JU1808.The geoid height was determined by GEOID03.
 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       -   170,290.      186,080.      MT  (+/- 180 meters Scaled)
 JU1808
 JU1808                          SUPERSEDED SURVEY CONTROL
 JU1808
 JU1808  NGVD 29 (01/10/92)    3.178  (m)           10.43   (f) ADJUSTED    1 1
 JU1808
 JU1808.Superseded values are not recommended for survey control.
 JU1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1808.See file dsdata.txt to determine how the superseded data were derived.
 JU1808
 JU1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502761(NAD 83)
 JU1808_MARKER: DR = REFERENCE MARK DISK
 JU1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1808_STAMPING: PORT PENN NO 2 1933
 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 = MARCH  2, 2009
 HU2024 ***********************************************************************
 HU2024  DESIGNATION -  PORTER
 HU2024  PID         -  HU2024
 HU2024  STATE/COUNTY-  DE/SUSSEX
 HU2024  USGS QUAD   -  SHARPTOWN (1992)
 HU2024
 HU2024                         *CURRENT SURVEY CONTROL
 HU2024  ___________________________________________________________________
 HU2024* NAD 83(1991)-  38 34 33.26631(N)    075 42 09.32395(W)     ADJUSTED  
 HU2024* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 HU2024  ___________________________________________________________________
 HU2024  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HU2024  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2024
 HU2024.The geoid height was determined by GEOID03.
 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  =   0.99965055
 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    3  
 HU2024
 HU2024.Superseded values are not recommended for survey control.
 HU2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2024.See file dsdata.txt to determine how the superseded data were derived.
 HU2024
 HU2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3880069950(NAD 83)
 HU2024_MARKER: DS = TRIANGULATION STATION DISK
 HU2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU0786 ***********************************************************************
 JU0786  DESIGNATION -  PRINTZ
 JU0786  PID         -  JU0786
 JU0786  STATE/COUNTY-  DE/NEW CASTLE
 JU0786  USGS QUAD   -  MARCUS HOOK (1993)
 JU0786
 JU0786                         *CURRENT SURVEY CONTROL
 JU0786  ___________________________________________________________________
 JU0786* NAD 83(2007)-  39 47 45.21746(N)    075 27 27.67381(W)     ADJUSTED  
 JU0786* NAVD 88     -         5.321  (meters)      17.46   (feet)  ADJUSTED  
 JU0786  ___________________________________________________________________
 JU0786  EPOCH DATE  -        2002.00
 JU0786  X           -   1,232,178.615 (meters)                     COMP
 JU0786  Y           -  -4,750,007.287 (meters)                     COMP
 JU0786  Z           -   4,060,581.525 (meters)                     COMP
 JU0786  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JU0786  ELLIP HEIGHT-         -27.628 (meters)          (02/10/07) ADJUSTED
 JU0786  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0786  DYNAMIC HT  -           5.319 (meters)      17.45  (feet)  COMP
 JU0786
 JU0786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU0786  Type    PID    Designation                      North   East  Ellip
 JU0786  -------------------------------------------------------------------
 JU0786  NETWORK JU0786 PRINTZ                            0.35   0.25   0.86
 JU0786  -------------------------------------------------------------------
 JU0786  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 JU0786
 JU0786  VERT ORDER  -  FIRST     CLASS II
 JU0786
 JU0786.The horizontal coordinates were established by GPS observations
 JU0786.and adjusted by the National Geodetic Survey in February 2007.
 JU0786
 JU0786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU0786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU0786.The horizontal coordinates are valid at the epoch date displayed above.
 JU0786.The epoch date for horizontal control is a decimal equivalence
 JU0786.of Year/Month/Day.
 JU0786
 JU0786.The orthometric height was determined by differential leveling
 JU0786.and adjusted in June 1991.
 JU0786
 JU0786.Photographs are available 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 DEFLEC99 derived deflections.
 JU0786
 JU0786.The ellipsoidal height was determined by GPS observations
 JU0786.and is referenced to NAD 83.
 JU0786
 JU0786.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU0786;SPC DE       -   199,368.356   196,486.711   MT  0.99999515   -0 01 34.5
 JU0786;SPC DE       -   654,094.35    644,640.15   sFT  0.99999515   -0 01 34.5
 JU0786;SPC NJ       -   107,292.953    67,983.933   MT  0.99998279   -0 36 46.8
 JU0786;SPC NJ       -   352,010.30    223,043.95   sFT  0.99998279   -0 36 46.8
 JU0786;SPC PA S     -    53,908.527   796,313.735   MT  1.00002433   +1 29 14.1
 JU0786;SPC PA S     -   176,864.89  2,612,572.65   sFT  1.00002433   +1 29 14.1
 JU0786;UTM  18      - 4,405,203.993   460,815.814   MT  0.99961890   -0 17 34.6
 JU0786
 JU0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0786!SPC DE       -   1.00000433  x   0.99999515  =   0.99999948
 JU0786!SPC NJ       -   1.00000433  x   0.99998279  =   0.99998712
 JU0786!SPC PA S     -   1.00000433  x   1.00002433  =   1.00002866
 JU0786!UTM  18      -   1.00000433  x   0.99961890  =   0.99962323
 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  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 (03/31/00)    5.32   (m)           17.5    (f) LEVELING    3  
 JU0786  NGVD 29 (01/10/92)    5.591  (m)           18.34   (f) ADJUSTED    1 2
 JU0786
 JU0786.Superseded values are not recommended for survey control.
 JU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0786.See file dsdata.txt to determine how the superseded data were derived.
 JU0786
 JU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6081605204(NAD 83)
 JU0786_MARKER: DS = TRIANGULATION STATION DISK
 JU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0786_STAMPING: PRINTZ 1959
 JU0786_MARK LOGO: CGS   
 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 05, 2009
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0788 ***********************************************************************
 JU0788  DESIGNATION -  PRINTZ RM 2
 JU0788  PID         -  JU0788
 JU0788  STATE/COUNTY-  DE/NEW CASTLE
 JU0788  USGS QUAD   -  MARCUS HOOK (1993)
 JU0788
 JU0788                         *CURRENT SURVEY CONTROL
 JU0788  ___________________________________________________________________
 JU0788* NAD 83(1986)-  39 47 42.     (N)    075 27 29.     (W)     SCALED    
 JU0788* NAVD 88     -         5.346  (meters)      17.54   (feet)  ADJUSTED  
 JU0788  ___________________________________________________________________
 JU0788  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0788  DYNAMIC HT  -           5.343 (meters)      17.53  (feet)  COMP
 JU0788  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 JU0788
 JU0788  VERT ORDER  -  FIRST     CLASS II
 JU0788
 JU0788.The horizontal coordinates were scaled from a topographic map and have
 JU0788.an estimated accuracy of +/- 6 seconds.
 JU0788
 JU0788.The orthometric height was determined by differential leveling
 JU0788.and adjusted in June 1991.
 JU0788
 JU0788.The geoid height was determined by GEOID03.
 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       -   199,270.      196,460.      MT  (+/- 180 meters Scaled)
 JU0788
 JU0788                          SUPERSEDED SURVEY CONTROL
 JU0788
 JU0788  NGVD 29 (01/10/92)    5.615  (m)           18.42   (f) ADJUSTED    1 2
 JU0788
 JU0788.Superseded values are not recommended for survey control.
 JU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0788.See file dsdata.txt to determine how the superseded data were derived.
 JU0788
 JU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK607051(NAD 83)
 JU0788_MARKER: DR = REFERENCE MARK DISK
 JU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0788_STAMPING: PRINTZ NO 2 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0848 ***********************************************************************
 HU0848  DESIGNATION -  PTS 1 USGS
 HU0848  PID         -  HU0848
 HU0848  STATE/COUNTY-  DE/KENT
 HU0848  USGS QUAD   -  HARRINGTON (1993)
 HU0848
 HU0848                         *CURRENT SURVEY CONTROL
 HU0848  ___________________________________________________________________
 HU0848* NAD 83(1986)-  38 58 08.     (N)    075 37 01.     (W)     SCALED    
 HU0848* NAVD 88     -        18.934  (meters)      62.12   (feet)  ADJUSTED  
 HU0848  ___________________________________________________________________
 HU0848  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 HU0848  DYNAMIC HT  -          18.923 (meters)      62.08  (feet)  COMP
 HU0848  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 HU0848
 HU0848  VERT ORDER  -  SECOND    CLASS 0
 HU0848
 HU0848.The horizontal coordinates were scaled from a topographic map and have
 HU0848.an estimated accuracy of +/- 6 seconds.
 HU0848
 HU0848.The orthometric height was determined by differential leveling
 HU0848.and adjusted in June 1991.
 HU0848
 HU0848.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0848
 HU0848  NGVD 29 (??/??/??)   19.174  (m)           62.91   (f) ADJUSTED    2 0
 HU0848
 HU0848.Superseded values are not recommended for survey control.
 HU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0848.See file dsdata.txt to determine how the superseded data were derived.
 HU0848
 HU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ465135(NAD 83)
 HU0848_MARKER: P = PIPE CAP
 HU0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU0848_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HU0848_STAMPING: PRIM TRAV STA NO 1
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0771 ***********************************************************************
 HU0771  DESIGNATION -  PTS 15 USGS
 HU0771  PID         -  HU0771
 HU0771  STATE/COUNTY-  DE/SUSSEX
 HU0771  USGS QUAD   -  SEAFORD EAST (1992)
 HU0771
 HU0771                         *CURRENT SURVEY CONTROL
 HU0771  ___________________________________________________________________
 HU0771* NAD 83(1986)-  38 38 25.     (N)    075 36 49.     (W)     SCALED    
 HU0771* NAVD 88     -         8.506  (meters)      27.91   (feet)  ADJUSTED  
 HU0771  ___________________________________________________________________
 HU0771  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0771  DYNAMIC HT  -           8.500 (meters)      27.89  (feet)  COMP
 HU0771  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HU0771
 HU0771  VERT ORDER  -  FIRST     CLASS I
 HU0771
 HU0771.The horizontal coordinates were scaled from a topographic map and have
 HU0771.an estimated accuracy of +/- 6 seconds.
 HU0771
 HU0771.The orthometric height was determined by differential leveling
 HU0771.and adjusted in June 1991.
 HU0771
 HU0771.The geoid height was determined by GEOID03.
 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       -    71,090.      182,850.      MT  (+/- 180 meters Scaled)
 HU0771
 HU0771                          SUPERSEDED SURVEY CONTROL
 HU0771
 HU0771  NGVD 29 (??/??/??)    8.753  (m)           28.72   (f) ADJUSTED    1 1
 HU0771
 HU0771.Superseded values are not recommended for survey control.
 HU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0771.See file dsdata.txt to determine how the superseded data were derived.
 HU0771
 HU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH465770(NAD 83)
 HU0771_MARKER: DD = SURVEY DISK
 HU0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0771_SP_SET: BUILDING
 HU0771_STAMPING: PRIM TRAV STA NO 15 29 BALTO 1910
 HU0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0780 ***********************************************************************
 HU0780  DESIGNATION -  PTS 16 USGS
 HU0780  PID         -  HU0780
 HU0780  STATE/COUNTY-  DE/SUSSEX
 HU0780  USGS QUAD   -  LAUREL (1992)
 HU0780
 HU0780                         *CURRENT SURVEY CONTROL
 HU0780  ___________________________________________________________________
 HU0780* NAD 83(1986)-  38 35 06.     (N)    075 35 01.     (W)     SCALED    
 HU0780* NAVD 88     -        12.315  (meters)      40.40   (feet)  ADJUSTED  
 HU0780  ___________________________________________________________________
 HU0780  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0780  DYNAMIC HT  -          12.307 (meters)      40.38  (feet)  COMP
 HU0780  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0780
 HU0780  VERT ORDER  -  FIRST     CLASS I
 HU0780
 HU0780.The horizontal coordinates were scaled from a topographic map and have
 HU0780.an estimated accuracy of +/- 6 seconds.
 HU0780
 HU0780.The orthometric height was determined by differential leveling
 HU0780.and adjusted in June 1991.
 HU0780
 HU0780.The geoid height was determined by GEOID03.
 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       -    64,950.      185,450.      MT  (+/- 180 meters Scaled)
 HU0780
 HU0780                          SUPERSEDED SURVEY CONTROL
 HU0780
 HU0780  NGVD 29 (??/??/??)   12.563  (m)           41.22   (f) ADJUSTED    1 1
 HU0780
 HU0780.Superseded values are not recommended for survey control.
 HU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0780.See file dsdata.txt to determine how the superseded data were derived.
 HU0780
 HU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH491708(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0780
 HU0780  HISTORY     - Date     Condition        Report By
 HU0780  HISTORY     - UNK      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 = MARCH  2, 2009
 JU3900 ***********************************************************************
 JU3900  DESIGNATION -  PURPLE
 JU3900  PID         -  JU3900
 JU3900  STATE/COUNTY-  DE/NEW CASTLE
 JU3900  USGS QUAD   -  ELKTON (1992)
 JU3900
 JU3900                         *CURRENT SURVEY CONTROL
 JU3900  ___________________________________________________________________
 JU3900* NAD 83(1991)-  39 31 07.52100(N)    075 46 38.04477(W)     ADJUSTED  
 JU3900* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 JU3900  ___________________________________________________________________
 JU3900  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JU3900  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3900
 JU3900.The geoid height was determined by GEOID03.
 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       -   1.00000330  x   1.00000683  =   1.00001013
 JU3900!SPC MD       -   1.00000330  x   1.00001275  =   1.00001605
 JU3900!UTM  18      -   1.00000330  x   0.99965495  =   0.99965825
 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 1961                  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    3  
 JU3900
 JU3900.Superseded values are not recommended for survey control.
 JU3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3900.See file dsdata.txt to determine how the superseded data were derived.
 JU3900
 JU3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3319274634(NAD 83)
 JU3900_MARKER: DS = TRIANGULATION STATION DISK
 JU3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU2083 ***********************************************************************
 JU2083  DESIGNATION -  Q 11
 JU2083  PID         -  JU2083
 JU2083  STATE/COUNTY-  DE/KENT
 JU2083  USGS QUAD   -  DOVER (1993)
 JU2083
 JU2083                         *CURRENT SURVEY CONTROL
 JU2083  ___________________________________________________________________
 JU2083* NAD 83(1986)-  39 09 31.     (N)    075 33 02.     (W)     SCALED    
 JU2083* NAVD 88     -        15.685  (meters)      51.46   (feet)  ADJUSTED  
 JU2083  ___________________________________________________________________
 JU2083  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JU2083  DYNAMIC HT  -          15.677 (meters)      51.43  (feet)  COMP
 JU2083  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 JU2083
 JU2083  VERT ORDER  -  SECOND    CLASS 0
 JU2083
 JU2083.The horizontal coordinates were scaled from a topographic map and have
 JU2083.an estimated accuracy of +/- 6 seconds.
 JU2083
 JU2083.The orthometric height was determined by differential leveling
 JU2083.and adjusted in June 1991.
 JU2083
 JU2083.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2083
 JU2083  NGVD 29 (??/??/??)   15.918  (m)           52.22   (f) ADJUSTED    2 0
 JU2083
 JU2083.Superseded values are not recommended for survey control.
 JU2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2083.See file dsdata.txt to determine how the superseded data were derived.
 JU2083
 JU2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ524345(NAD 83)
 JU2083
 JU2083  HISTORY     - Date     Condition        Report By
 JU2083  HISTORY     - 1942     MONUMENTED       CGS
 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--.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1249 ***********************************************************************
 JU1249  DESIGNATION -  Q 14
 JU1249  PID         -  JU1249
 JU1249  STATE/COUNTY-  DE/NEW CASTLE
 JU1249  USGS QUAD   -  SMYRNA (1993)
 JU1249
 JU1249                         *CURRENT SURVEY CONTROL
 JU1249  ___________________________________________________________________
 JU1249* NAD 83(1986)-  39 21 51.     (N)    075 33 35.     (W)     SCALED    
 JU1249* NAVD 88     -         5.451  (meters)      17.88   (feet)  ADJUSTED  
 JU1249  ___________________________________________________________________
 JU1249  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU1249  DYNAMIC HT  -           5.448 (meters)      17.87  (feet)  COMP
 JU1249  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU1249
 JU1249  VERT ORDER  -  THIRD
 JU1249
 JU1249.The horizontal coordinates were scaled from a topographic map and have
 JU1249.an estimated accuracy of +/- 6 seconds.
 JU1249
 JU1249.The orthometric height was determined by differential leveling
 JU1249.and adjusted in June 1991.
 JU1249
 JU1249.The geoid height was determined by GEOID03.
 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       -   151,440.      187,670.      MT  (+/- 180 meters Scaled)
 JU1249
 JU1249                          SUPERSEDED SURVEY CONTROL
 JU1249
 JU1249  NGVD 29 (??/??/??)    5.663  (m)           18.58   (f) ADJUSTED    3 0
 JU1249
 JU1249.Superseded values are not recommended for survey control.
 JU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1249.See file dsdata.txt to determine how the superseded data were derived.
 JU1249
 JU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ517573(NAD 83)
 JU1249_MARKER: DB = BENCH MARK DISK
 JU1249_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1249+WITH SETTING: INTO GROUND
 JU1249_STAMPING: Q 14 1946
 JU1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1249+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1475 ***********************************************************************
 JU1475  DESIGNATION -  Q 21
 JU1475  PID         -  JU1475
 JU1475  STATE/COUNTY-  DE/NEW CASTLE
 JU1475  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1475
 JU1475                         *CURRENT SURVEY CONTROL
 JU1475  ___________________________________________________________________
 JU1475* NAD 83(1986)-  39 43 51.     (N)    075 31 41.     (W)     SCALED    
 JU1475* NAVD 88     -         1.774  (meters)       5.82   (feet)  POSTED    
 JU1475  ___________________________________________________________________
 JU1475  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1475  DYNAMIC HT  -           1.770 (meters)       5.81  (feet)  COMP
 JU1475  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU1475
 JU1475  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1475
 JU1475.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1475.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1475.rate of 2.1 thru 3.0 mm/km.
 JU1475
 JU1475.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1475
 JU1475  NGVD 29 (??/??/??)    2.138  (m)            7.01   (f) ADJUSTED    2 0
 JU1475
 JU1475.Superseded values are not recommended for survey control.
 JU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1475.See file dsdata.txt to determine how the superseded data were derived.
 JU1475
 JU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547980(NAD 83)
 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 = MARCH  2, 2009
 JU1888 ***********************************************************************
 JU1888  DESIGNATION -  Q 22
 JU1888  PID         -  JU1888
 JU1888  STATE/COUNTY-  DE/NEW CASTLE
 JU1888  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1888
 JU1888                         *CURRENT SURVEY CONTROL
 JU1888  ___________________________________________________________________
 JU1888* NAD 83(1986)-  39 42 06.     (N)    075 34 50.     (W)     SCALED    
 JU1888* NAVD 88     -         7.264  (meters)      23.83   (feet)  ADJUSTED  
 JU1888  ___________________________________________________________________
 JU1888  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1888  DYNAMIC HT  -           7.261 (meters)      23.82  (feet)  COMP
 JU1888  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 JU1888
 JU1888  VERT ORDER  -  FIRST     CLASS I
 JU1888
 JU1888.The horizontal coordinates were scaled from a topographic map and have
 JU1888.an estimated accuracy of +/- 6 seconds.
 JU1888
 JU1888.The orthometric height was determined by differential leveling
 JU1888.and adjusted in June 1991.
 JU1888
 JU1888.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1888
 JU1888  NGVD 29 (??/??/??)    7.518  (m)           24.67   (f) ADJUSTED    1 1
 JU1888
 JU1888.Superseded values are not recommended for survey control.
 JU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1888.See file dsdata.txt to determine how the superseded data were derived.
 JU1888
 JU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502948(NAD 83)
 JU1888_MARKER: DB = BENCH MARK DISK
 JU1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1888_STAMPING: Q 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0109 ***********************************************************************
 HU0109  DESIGNATION -  Q 27
 HU0109  PID         -  HU0109
 HU0109  STATE/COUNTY-  DE/SUSSEX
 HU0109  USGS QUAD   -  BETHANY BEACH (1991)
 HU0109
 HU0109                         *CURRENT SURVEY CONTROL
 HU0109  ___________________________________________________________________
 HU0109* NAD 83(1986)-  38 37 28.     (N)    075 04 00.     (W)     SCALED    
 HU0109* NAVD 88     -         1.188  (meters)       3.90   (feet)  ADJUSTED  
 HU0109  ___________________________________________________________________
 HU0109  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0109  DYNAMIC HT  -           1.188 (meters)       3.90  (feet)  COMP
 HU0109  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 HU0109
 HU0109  VERT ORDER  -  SECOND    CLASS 0
 HU0109
 HU0109.The horizontal coordinates were scaled from a topographic map and have
 HU0109.an estimated accuracy of +/- 6 seconds.
 HU0109
 HU0109.The orthometric height was determined by differential leveling
 HU0109.and adjusted in June 1991.
 HU0109
 HU0109.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0109
 HU0109  NGVD 29 (??/??/??)    1.425  (m)            4.68   (f) ADJUSTED    2 0
 HU0109
 HU0109.Superseded values are not recommended for survey control.
 HU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0109.See file dsdata.txt to determine how the superseded data were derived.
 HU0109
 HU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941751(NAD 83)
 HU0109_MARKER: DB = BENCH MARK DISK
 HU0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0109_SP_SET: CONC TILE
 HU0109_STAMPING: Q 27 1962
 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 = MARCH  2, 2009
 HU0154 ***********************************************************************
 HU0154  DESIGNATION -  Q 28
 HU0154  PID         -  HU0154
 HU0154  STATE/COUNTY-  DE/SUSSEX
 HU0154  USGS QUAD   -  FRANKFORD (1991)
 HU0154
 HU0154                         *CURRENT SURVEY CONTROL
 HU0154  ___________________________________________________________________
 HU0154* NAD 83(1986)-  38 31 40.     (N)    075 14 29.     (W)     SCALED    
 HU0154* NAVD 88     -         7.008  (meters)      22.99   (feet)  ADJUSTED  
 HU0154  ___________________________________________________________________
 HU0154  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0154  DYNAMIC HT  -           7.003 (meters)      22.98  (feet)  COMP
 HU0154  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 HU0154
 HU0154  VERT ORDER  -  SECOND    CLASS 0
 HU0154
 HU0154.The horizontal coordinates were scaled from a topographic map and have
 HU0154.an estimated accuracy of +/- 6 seconds.
 HU0154
 HU0154.The orthometric height was determined by differential leveling
 HU0154.and adjusted in June 1991.
 HU0154
 HU0154.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0154
 HU0154  NGVD 29 (??/??/??)    7.248  (m)           23.78   (f) ADJUSTED    2 0
 HU0154
 HU0154.Superseded values are not recommended for survey control.
 HU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0154.See file dsdata.txt to determine how the superseded data were derived.
 HU0154
 HU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH789644(NAD 83)
 HU0154_MARKER: DB = BENCH MARK DISK
 HU0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0154_SP_SET: BRIDGE
 HU0154_STAMPING: Q 28 1962
 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 = MARCH  2, 2009
 HU0196 ***********************************************************************
 HU0196  DESIGNATION -  Q 30
 HU0196  PID         -  HU0196
 HU0196  STATE/COUNTY-  DE/SUSSEX
 HU0196  USGS QUAD   -  MILTON (1992)
 HU0196
 HU0196                         *CURRENT SURVEY CONTROL
 HU0196  ___________________________________________________________________
 HU0196* NAD 83(1986)-  38 48 16.     (N)    075 16 20.     (W)     SCALED    
 HU0196* NAVD 88     -         4.031  (meters)      13.22   (feet)  ADJUSTED  
 HU0196  ___________________________________________________________________
 HU0196  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0196  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 HU0196  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 HU0196
 HU0196  VERT ORDER  -  SECOND    CLASS 0
 HU0196
 HU0196.The horizontal coordinates were scaled from a topographic map and have
 HU0196.an estimated accuracy of +/- 6 seconds.
 HU0196
 HU0196.The orthometric height was determined by differential leveling
 HU0196.and adjusted in June 1991.
 HU0196
 HU0196.The geoid height was determined by GEOID03.
 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       -    89,310.      212,550.      MT  (+/- 180 meters Scaled)
 HU0196
 HU0196                          SUPERSEDED SURVEY CONTROL
 HU0196
 HU0196  NGVD 29 (??/??/??)    4.269  (m)           14.01   (f) ADJUSTED    2 0
 HU0196
 HU0196.Superseded values are not recommended for survey control.
 HU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0196.See file dsdata.txt to determine how the superseded data were derived.
 HU0196
 HU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH763951(NAD 83)
 HU0196_MARKER: DB = BENCH MARK DISK
 HU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0196_STAMPING: Q 30 1962
 HU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0196+STABILITY: SURFACE MOTION
 HU0196
 HU0196  HISTORY     - Date     Condition        Report By
 HU0196  HISTORY     - 1962     MONUMENTED       CGS
 HU0196  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0774 ***********************************************************************
 HU0774  DESIGNATION -  Q 33
 HU0774  PID         -  HU0774
 HU0774  STATE/COUNTY-  DE/SUSSEX
 HU0774  USGS QUAD   -  LAUREL (1992)
 HU0774
 HU0774                         *CURRENT SURVEY CONTROL
 HU0774  ___________________________________________________________________
 HU0774* NAD 83(1986)-  38 37 14.     (N)    075 36 22.     (W)     SCALED    
 HU0774* NAVD 88     -         7.306  (meters)      23.97   (feet)  ADJUSTED  
 HU0774  ___________________________________________________________________
 HU0774  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 HU0774  DYNAMIC HT  -           7.302 (meters)      23.96  (feet)  COMP
 HU0774  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 HU0774
 HU0774  VERT ORDER  -  FIRST     CLASS I
 HU0774
 HU0774.The horizontal coordinates were scaled from a topographic map and have
 HU0774.an estimated accuracy of +/- 6 seconds.
 HU0774
 HU0774.The orthometric height was determined by differential leveling
 HU0774.and adjusted in June 1991.
 HU0774
 HU0774.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0774
 HU0774  NGVD 29 (??/??/??)    7.554  (m)           24.78   (f) ADJUSTED    1 1
 HU0774
 HU0774.Superseded values are not recommended for survey control.
 HU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0774.See file dsdata.txt to determine how the superseded data were derived.
 HU0774
 HU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH472748(NAD 83)
 HU0774_MARKER: DB = BENCH MARK DISK
 HU0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0774_STAMPING: Q 33 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1075 ***********************************************************************
 JU1075  DESIGNATION -  Q 34
 JU1075  PID         -  JU1075
 JU1075  STATE/COUNTY-  DE/NEW CASTLE
 JU1075  USGS QUAD   -  CLAYTON (1993)
 JU1075
 JU1075                         *CURRENT SURVEY CONTROL
 JU1075  ___________________________________________________________________
 JU1075* NAD 83(1986)-  39 22 00.     (N)    075 40 41.     (W)     SCALED    
 JU1075* NAVD 88     -        17.541  (meters)      57.55   (feet)  ADJUSTED  
 JU1075  ___________________________________________________________________
 JU1075  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JU1075  DYNAMIC HT  -          17.532 (meters)      57.52  (feet)  COMP
 JU1075  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 JU1075
 JU1075  VERT ORDER  -  FIRST     CLASS I
 JU1075
 JU1075.The horizontal coordinates were scaled from a topographic map and have
 JU1075.an estimated accuracy of +/- 6 seconds.
 JU1075
 JU1075.The orthometric height was determined by differential leveling
 JU1075.and adjusted in June 1991.
 JU1075
 JU1075.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1075;SPC DE       -   151,750.      177,470.      MT  (+/- 180 meters Scaled)
 JU1075
 JU1075                          SUPERSEDED SURVEY CONTROL
 JU1075
 JU1075  NGVD 29 (??/??/??)   17.782  (m)           58.34   (f) ADJUSTED    1 1
 JU1075
 JU1075.Superseded values are not recommended for survey control.
 JU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1075.See file dsdata.txt to determine how the superseded data were derived.
 JU1075
 JU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ415576(NAD 83)
 JU1075_MARKER: DB = BENCH MARK DISK
 JU1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1075_STAMPING: Q 34 1963
 JU1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1075+STABILITY: SURFACE MOTION
 JU1075
 JU1075  HISTORY     - Date     Condition        Report By
 JU1075  HISTORY     - 1963     MONUMENTED       CGS
 JU1075  HISTORY     - 1981     GOOD             UDE
 JU1075  HISTORY     - 19930130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0869 ***********************************************************************
 HU0869  DESIGNATION -  Q 35
 HU0869  PID         -  HU0869
 HU0869  STATE/COUNTY-  DE/KENT
 HU0869  USGS QUAD   -  HARRINGTON (1993)
 HU0869
 HU0869                         *CURRENT SURVEY CONTROL
 HU0869  ___________________________________________________________________
 HU0869* NAD 83(1986)-  38 54 57.     (N)    075 32 22.     (W)     SCALED    
 HU0869* NAVD 88     -        16.220  (meters)      53.22   (feet)  ADJUSTED  
 HU0869  ___________________________________________________________________
 HU0869  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 HU0869  DYNAMIC HT  -          16.210 (meters)      53.18  (feet)  COMP
 HU0869  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 HU0869
 HU0869  VERT ORDER  -  FIRST     CLASS I
 HU0869
 HU0869.The horizontal coordinates were scaled from a topographic map and have
 HU0869.an estimated accuracy of +/- 6 seconds.
 HU0869
 HU0869.The orthometric height was determined by differential leveling
 HU0869.and adjusted in June 1991.
 HU0869
 HU0869.The geoid height was determined by GEOID03.
 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       -   101,670.      189,350.      MT  (+/- 180 meters Scaled)
 HU0869
 HU0869                          SUPERSEDED SURVEY CONTROL
 HU0869
 HU0869  NGVD 29 (??/??/??)   16.463  (m)           54.01   (f) ADJUSTED    1 1
 HU0869
 HU0869.Superseded values are not recommended for survey control.
 HU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0869.See file dsdata.txt to determine how the superseded data were derived.
 HU0869
 HU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ532075(NAD 83)
 HU0869_MARKER: DB = BENCH MARK DISK
 HU0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0869_STAMPING: Q 35 1963
 HU0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0869+STABILITY: SURFACE MOTION
 HU0869
 HU0869  HISTORY     - Date     Condition        Report By
 HU0869  HISTORY     - 1963     MONUMENTED       CGS
 HU0869  HISTORY     - 1981     MARK NOT FOUND   UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1059 ***********************************************************************
 JU1059  DESIGNATION -  Q 37
 JU1059  PID         -  JU1059
 JU1059  STATE/COUNTY-  DE/KENT
 JU1059  USGS QUAD   -  FREDERICA (1993)
 JU1059
 JU1059                         *CURRENT SURVEY CONTROL
 JU1059  ___________________________________________________________________
 JU1059* NAD 83(1986)-  39 07 29.     (N)    075 28 17.     (W)     SCALED    
 JU1059* NAVD 88     -         5.932  (meters)      19.46   (feet)  ADJUSTED  
 JU1059  ___________________________________________________________________
 JU1059  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 JU1059  DYNAMIC HT  -           5.929 (meters)      19.45  (feet)  COMP
 JU1059  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 JU1059
 JU1059  VERT ORDER  -  FIRST     CLASS I
 JU1059
 JU1059.The horizontal coordinates were scaled from a topographic map and have
 JU1059.an estimated accuracy of +/- 6 seconds.
 JU1059
 JU1059.The orthometric height was determined by differential leveling
 JU1059.and adjusted in June 1991.
 JU1059
 JU1059.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1059
 JU1059  NGVD 29 (??/??/??)    6.170  (m)           20.24   (f) ADJUSTED    1 1
 JU1059
 JU1059.Superseded values are not recommended for survey control.
 JU1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1059.See file dsdata.txt to determine how the superseded data were derived.
 JU1059
 JU1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ592307(NAD 83)
 JU1059_MARKER: DB = BENCH MARK DISK
 JU1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1059_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 JU1918 ***********************************************************************
 JU1918  DESIGNATION -  Q 38
 JU1918  PID         -  JU1918
 JU1918  STATE/COUNTY-  DE/NEW CASTLE
 JU1918  USGS QUAD   -  SAINT GEORGES (1993)
 JU1918
 JU1918                         *CURRENT SURVEY CONTROL
 JU1918  ___________________________________________________________________
 JU1918* NAD 83(1986)-  39 36 54.     (N)    075 41 05.     (W)     SCALED    
 JU1918* NAVD 88     -        24.849  (meters)      81.53   (feet)  ADJUSTED  
 JU1918  ___________________________________________________________________
 JU1918  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1918  DYNAMIC HT  -          24.838 (meters)      81.49  (feet)  COMP
 JU1918  MODELED GRAV-     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 topographic map and have
 JU1918.an estimated accuracy of +/- 6 seconds.
 JU1918
 JU1918.The orthometric height was determined by differential leveling
 JU1918.and adjusted in June 1991.
 JU1918.WARNING-Repeat measurements at this control monument indicate possible
 JU1918.vertical movement.
 JU1918
 JU1918.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 JU1918
 JU1918  NGVD 29 (01/10/92)   25.084  (m)           82.30   (f) ADJUSTED    1 1
 JU1918
 JU1918.Superseded values are not recommended for survey control.
 JU1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1918.See file dsdata.txt to determine how the superseded data were derived.
 JU1918
 JU1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ412852(NAD 83)
 JU1918_MARKER: DB = BENCH MARK DISK
 JU1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1918_STAMPING: Q 38 1963
 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 = MARCH  2, 2009
 JU1787 ***********************************************************************
 JU1787  DESIGNATION -  Q 39
 JU1787  PID         -  JU1787
 JU1787  STATE/COUNTY-  DE/NEW CASTLE
 JU1787  USGS QUAD   -  SAINT GEORGES (1993)
 JU1787
 JU1787                         *CURRENT SURVEY CONTROL
 JU1787  ___________________________________________________________________
 JU1787* NAD 83(1986)-  39 34 49.     (N)    075 37 45.     (W)     SCALED    
 JU1787* NAVD 88     -        17.883  (meters)      58.67   (feet)  ADJUSTED  
 JU1787  ___________________________________________________________________
 JU1787  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU1787  DYNAMIC HT  -          17.874 (meters)      58.64  (feet)  COMP
 JU1787  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 JU1787
 JU1787  VERT ORDER  -  FIRST     CLASS I
 JU1787
 JU1787.The horizontal coordinates were scaled from a topographic map and have
 JU1787.an estimated accuracy of +/- 6 seconds.
 JU1787
 JU1787.The orthometric height was determined by differential leveling
 JU1787.and adjusted in June 1991.
 JU1787
 JU1787.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1787
 JU1787  NGVD 29 (??/??/??)   18.125  (m)           59.47   (f) ADJUSTED    1 1
 JU1787
 JU1787.Superseded values are not recommended for survey control.
 JU1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1787.See file dsdata.txt to determine how the superseded data were derived.
 JU1787
 JU1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459813(NAD 83)
 JU1787_MARKER: DB = BENCH MARK DISK
 JU1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1787_STAMPING: Q 39 1963
 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 = MARCH  2, 2009
 JU1788 ***********************************************************************
 JU1788  DESIGNATION -  Q 39 RESET 1966 DEDHT
 JU1788  PID         -  JU1788
 JU1788  STATE/COUNTY-  DE/NEW CASTLE
 JU1788  USGS QUAD   -  SAINT GEORGES (1993)
 JU1788
 JU1788                         *CURRENT SURVEY CONTROL
 JU1788  ___________________________________________________________________
 JU1788* NAD 83(1991)-  39 34 50.05472(N)    075 37 44.63280(W)     ADJUSTED  
 JU1788* NAVD 88     -        17.773  (meters)      58.31   (feet)  ADJUSTED  
 JU1788  ___________________________________________________________________
 JU1788  X           -   1,221,756.990 (meters)                     COMP
 JU1788  Y           -  -4,768,470.150 (meters)                     COMP
 JU1788  Z           -   4,042,192.184 (meters)                     COMP
 JU1788  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU1788  ELLIP HEIGHT-         -15.457 (meters)          (12/29/05) ADJUSTED
 JU1788  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU1788  DYNAMIC HT  -          17.764 (meters)      58.28  (feet)  COMP
 JU1788  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 JU1788
 JU1788  HORZ ORDER  -  FIRST
 JU1788  VERT ORDER  -  FIRST     CLASS II
 JU1788  ELLP ORDER  -  FOURTH    CLASS I
 JU1788
 JU1788.The horizontal coordinates were established by GPS observations
 JU1788.and adjusted by the JMT ENGINEERING in December 2005.
 JU1788
 JU1788.The orthometric height was determined by differential leveling
 JU1788.and adjusted in June 1991.
 JU1788
 JU1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1788
 JU1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1788
 JU1788.The ellipsoidal height was determined by GPS observations
 JU1788.and is referenced to NAD 83.
 JU1788
 JU1788.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1788;SPC DE       -   175,482.201   181,752.116   MT  0.99999910   -0 08 07.2
 JU1788;SPC DE       -   575,727.85    596,298.40   sFT  0.99999910   -0 08 07.2
 JU1788;UTM  18      - 4,381,395.332   445,975.934   MT  0.99963593   -0 24 03.0
 JU1788
 JU1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1788!SPC DE       -   1.00000242  x   0.99999910  =   1.00000152
 JU1788!UTM  18      -   1.00000242  x   0.99963593  =   0.99963835
 JU1788
 JU1788                          SUPERSEDED SURVEY CONTROL
 JU1788
 JU1788  NAVD 88 (12/29/05)   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1788.See file dsdata.txt to determine how the superseded data were derived.
 JU1788
 JU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4597681395(NAD 83)
 JU1788_MARKER: DB = BENCH MARK DISK
 JU1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1788_STAMPING: Q 39 RESET 1966
 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 - October 07, 2005
 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
 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.  HANDHELD
 JU1788'COORDINATES ARE N39-34-50.10 W075-37-44.58.
 JU1788
 JU1788                          STATION RECOVERY (2005)
 JU1788
 JU1788'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU1788'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0399 ***********************************************************************
 HU0399  DESIGNATION -  Q 4
 HU0399  PID         -  HU0399
 HU0399  STATE/COUNTY-  DE/SUSSEX
 HU0399  USGS QUAD   -  DELMAR (1992)
 HU0399
 HU0399                         *CURRENT SURVEY CONTROL
 HU0399  ___________________________________________________________________
 HU0399* NAD 83(1986)-  38 29 10.     (N)    075 34 30.     (W)     SCALED    
 HU0399* NAVD 88     -        13.969  (meters)      45.83   (feet)  ADJUSTED  
 HU0399  ___________________________________________________________________
 HU0399  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0399  DYNAMIC HT  -          13.960 (meters)      45.80  (feet)  COMP
 HU0399  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 HU0399
 HU0399  VERT ORDER  -  FIRST     CLASS II
 HU0399
 HU0399.The horizontal coordinates were scaled from a topographic map and have
 HU0399.an estimated accuracy of +/- 6 seconds.
 HU0399
 HU0399.The orthometric height was determined by differential leveling
 HU0399.and adjusted in June 1991.
 HU0399
 HU0399.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0399
 HU0399  NGVD 29 (??/??/??)   14.219  (m)           46.65   (f) ADJUSTED    1 2
 HU0399
 HU0399.Superseded values are not recommended for survey control.
 HU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0399.See file dsdata.txt to determine how the superseded data were derived.
 HU0399
 HU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH498599(NAD 83)
 HU0399_MARKER: DB = BENCH MARK DISK
 HU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0399_STAMPING: Q 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2199 ***********************************************************************
 JU2199  DESIGNATION -  Q 41
 JU2199  PID         -  JU2199
 JU2199  STATE/COUNTY-  DE/NEW CASTLE
 JU2199  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2199
 JU2199                         *CURRENT SURVEY CONTROL
 JU2199  ___________________________________________________________________
 JU2199* NAD 83(1986)-  39 41 44.     (N)    075 33 59.     (W)     SCALED    
 JU2199* NAVD 88     -        23.388  (meters)      76.73   (feet)  ADJUSTED  
 JU2199  ___________________________________________________________________
 JU2199  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU2199  DYNAMIC HT  -          23.377 (meters)      76.70  (feet)  COMP
 JU2199  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 JU2199
 JU2199  VERT ORDER  -  FIRST     CLASS II
 JU2199
 JU2199.The horizontal coordinates were scaled from a topographic map and have
 JU2199.an estimated accuracy of +/- 6 seconds.
 JU2199
 JU2199.The orthometric height was determined by differential leveling
 JU2199.and adjusted in June 1991.
 JU2199
 JU2199.The geoid height was determined by GEOID03.
 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       -   188,240.      187,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2199.See file dsdata.txt to determine how the superseded data were derived.
 JU2199
 JU2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ514941(NAD 83)
 JU2199_MARKER: DB = BENCH MARK DISK
 JU2199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2199_SP_SET: STAINLESS STEEL ROD
 JU2199_STAMPING: Q 41 1979
 JU2199_PROJECTION: FLUSH
 JU2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2199_ROD/PIPE-DEPTH: 4.57 meters
 JU2199
 JU2199  HISTORY     - Date     Condition        Report By
 JU2199  HISTORY     - 1979     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0215 ***********************************************************************
 HU0215  DESIGNATION -  Q 8
 HU0215  PID         -  HU0215
 HU0215  STATE/COUNTY-  DE/SUSSEX
 HU0215  USGS QUAD   -  MILLSBORO (1992)
 HU0215
 HU0215                         *CURRENT SURVEY CONTROL
 HU0215  ___________________________________________________________________
 HU0215* NAD 83(1986)-  38 34 08.     (N)    075 20 00.     (W)     SCALED    
 HU0215* NAVD 88     -        12.013  (meters)      39.41   (feet)  ADJUSTED  
 HU0215  ___________________________________________________________________
 HU0215  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0215  DYNAMIC HT  -          12.006 (meters)      39.39  (feet)  COMP
 HU0215  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 HU0215
 HU0215  VERT ORDER  -  SECOND    CLASS 0
 HU0215
 HU0215.The horizontal coordinates were scaled from a topographic map and have
 HU0215.an estimated accuracy of +/- 6 seconds.
 HU0215
 HU0215.The orthometric height was determined by differential leveling
 HU0215.and adjusted in June 1991.
 HU0215
 HU0215.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0215
 HU0215  NGVD 29 (??/??/??)   12.253  (m)           40.20   (f) ADJUSTED    2 0
 HU0215
 HU0215.Superseded values are not recommended for survey control.
 HU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0215.See file dsdata.txt to determine how the superseded data were derived.
 HU0215
 HU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH709689(NAD 83)
 HU0215_MARKER: DB = BENCH MARK DISK
 HU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0215_STAMPING: Q 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0962 ***********************************************************************
 HU0962  DESIGNATION -  Q 9 1942
 HU0962  PID         -  HU0962
 HU0962  STATE/COUNTY-  DE/SUSSEX
 HU0962  USGS QUAD   -  SEAFORD WEST (1992)
 HU0962
 HU0962                         *CURRENT SURVEY CONTROL
 HU0962  ___________________________________________________________________
 HU0962* NAD 83(1986)-  38 38 44.     (N)    075 37 39.     (W)     SCALED    
 HU0962* NAVD 88     -         8.793  (meters)      28.85   (feet)  ADJUSTED  
 HU0962  ___________________________________________________________________
 HU0962  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 HU0962  DYNAMIC HT  -           8.788 (meters)      28.83  (feet)  COMP
 HU0962  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 HU0962
 HU0962  VERT ORDER  -  SECOND    CLASS 0
 HU0962
 HU0962.The horizontal coordinates were scaled from a topographic map and have
 HU0962.an estimated accuracy of +/- 6 seconds.
 HU0962
 HU0962.The orthometric height was determined by differential leveling
 HU0962.and adjusted in June 1991.
 HU0962
 HU0962.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0962
 HU0962  NGVD 29 (??/??/??)    9.041  (m)           29.66   (f) ADJUSTED    2 0
 HU0962
 HU0962.Superseded values are not recommended for survey control.
 HU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0962.See file dsdata.txt to determine how the superseded data were derived.
 HU0962
 HU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH453776(NAD 83)
 HU0962_MARKER: DB = BENCH MARK DISK
 HU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0962_STAMPING: Q 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1388 ***********************************************************************
 HU1388  DESIGNATION -  QUILLEN POINT FLAGPOLE
 HU1388  PID         -  HU1388
 HU1388  STATE/COUNTY-  DE/SUSSEX
 HU1388  USGS QUAD   -  BETHANY BEACH (1991)
 HU1388
 HU1388                         *CURRENT SURVEY CONTROL
 HU1388  ___________________________________________________________________
 HU1388* NAD 83(1991)-  38 35 17.98862(N)    075 04 32.10063(W)     ADJUSTED  
 HU1388* NAVD 88     -              **(meters)            **(feet)            
 HU1388  ___________________________________________________________________
 HU1388  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HU1388  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 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
 HU1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1388
 HU1388.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1388
 HU1388  NAD 83(1986)-  38 35 17.97184(N)    075 04 32.11759(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1388.See file dsdata.txt to determine how the superseded data were derived.
 HU1388
 HU1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9341771097(NAD 83)
 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 = MARCH  2, 2009
 JU1070 ***********************************************************************
 JU1070  DESIGNATION -  R 1
 JU1070  PID         -  JU1070
 JU1070  STATE/COUNTY-  DE/NEW CASTLE
 JU1070  USGS QUAD   -  MIDDLETOWN (1993)
 JU1070
 JU1070                         *CURRENT SURVEY CONTROL
 JU1070  ___________________________________________________________________
 JU1070* NAD 83(1986)-  39 25 58.     (N)    075 43 01.     (W)     SCALED    
 JU1070* NAVD 88     -        15.041  (meters)      49.35   (feet)  ADJUSTED  
 JU1070  ___________________________________________________________________
 JU1070  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU1070  DYNAMIC HT  -          15.033 (meters)      49.32  (feet)  COMP
 JU1070  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 JU1070
 JU1070  VERT ORDER  -  FIRST     CLASS I
 JU1070
 JU1070.The horizontal coordinates were scaled from a topographic map and have
 JU1070.an estimated accuracy of +/- 6 seconds.
 JU1070
 JU1070.The orthometric height was determined by differential leveling
 JU1070.and adjusted in June 1991.
 JU1070
 JU1070.The geoid height was determined by GEOID03.
 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       -   159,100.      174,150.      MT  (+/- 180 meters Scaled)
 JU1070
 JU1070                          SUPERSEDED SURVEY CONTROL
 JU1070
 JU1070  NGVD 29 (??/??/??)   15.282  (m)           50.14   (f) ADJUSTED    1 1
 JU1070
 JU1070.Superseded values are not recommended for survey control.
 JU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1070.See file dsdata.txt to determine how the superseded data were derived.
 JU1070
 JU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ382650(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1284 ***********************************************************************
 JU1284  DESIGNATION -  R 11 RESET 1967
 JU1284  PID         -  JU1284
 JU1284  STATE/COUNTY-  DE/KENT
 JU1284  USGS QUAD   -  DOVER (1993)
 JU1284
 JU1284                         *CURRENT SURVEY CONTROL
 JU1284  ___________________________________________________________________
 JU1284* NAD 83(1986)-  39 09 30.     (N)    075 34 07.     (W)     SCALED    
 JU1284* NAVD 88     -        15.10   (meters)      49.5    (feet)  RESET     
 JU1284  ___________________________________________________________________
 JU1284  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JU1284  VERT ORDER  -  THIRD
 JU1284
 JU1284.The horizontal coordinates were scaled from a topographic map and have
 JU1284.an estimated accuracy of +/- 6 seconds.
 JU1284
 JU1284.The orthometric height was computed from unverified reset data.
 JU1284.No vertical observational check was made to the station.
 JU1284
 JU1284.The geoid height was determined by GEOID03.
 JU1284
 JU1284;                    North         East    Units  Estimated Accuracy
 JU1284;SPC DE       -   128,590.      186,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1284.See file dsdata.txt to determine how the superseded data were derived.
 JU1284
 JU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ508345(NAD 83)
 JU1284_MARKER: DB = BENCH MARK DISK
 JU1284_SETTING: 0 = UNSPECIFIED SETTING
 JU1284_STAMPING: R 11 RESET 1967
 JU1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1250 ***********************************************************************
 JU1250  DESIGNATION -  R 14
 JU1250  PID         -  JU1250
 JU1250  STATE/COUNTY-  DE/NEW CASTLE
 JU1250  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1250
 JU1250                         *CURRENT SURVEY CONTROL
 JU1250  ___________________________________________________________________
 JU1250* NAD 83(1986)-  39 23 02.     (N)    075 34 10.     (W)     SCALED    
 JU1250* NAVD 88     -         6.096  (meters)      20.00   (feet)  ADJUSTED  
 JU1250  ___________________________________________________________________
 JU1250  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU1250  DYNAMIC HT  -           6.093 (meters)      19.99  (feet)  COMP
 JU1250  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 JU1250
 JU1250  VERT ORDER  -  THIRD
 JU1250
 JU1250.The horizontal coordinates were scaled from a topographic map and have
 JU1250.an estimated accuracy of +/- 6 seconds.
 JU1250
 JU1250.The orthometric height was determined by differential leveling
 JU1250.and adjusted in June 1991.
 JU1250
 JU1250.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1250
 JU1250  NGVD 29 (??/??/??)    6.312  (m)           20.71   (f) ADJUSTED    3 0
 JU1250
 JU1250.Superseded values are not recommended for survey control.
 JU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1250.See file dsdata.txt to determine how the superseded data were derived.
 JU1250
 JU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509595(NAD 83)
 JU1250_MARKER: DB = BENCH MARK DISK
 JU1250_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1250+WITH SETTING: INTO GROUND
 JU1250_STAMPING: R 14 1946
 JU1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1250+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0073 ***********************************************************************
 HU0073  DESIGNATION -  R 2
 HU0073  PID         -  HU0073
 HU0073  STATE/COUNTY-  DE/SUSSEX
 HU0073  USGS QUAD   -  LEWES (1991)
 HU0073
 HU0073                         *CURRENT SURVEY CONTROL
 HU0073  ___________________________________________________________________
 HU0073* NAD 83(1986)-  38 46 09.     (N)    075 14 20.     (W)     SCALED    
 HU0073* NAVD 88     -         6.099  (meters)      20.01   (feet)  ADJUSTED  
 HU0073  ___________________________________________________________________
 HU0073  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU0073  DYNAMIC HT  -           6.095 (meters)      20.00  (feet)  COMP
 HU0073  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 HU0073
 HU0073  VERT ORDER  -  FIRST     CLASS II
 HU0073
 HU0073.The horizontal coordinates were scaled from a topographic map and have
 HU0073.an estimated accuracy of +/- 6 seconds.
 HU0073
 HU0073.The orthometric height was determined by differential leveling
 HU0073.and adjusted in June 1991.
 HU0073
 HU0073.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0073
 HU0073  NGVD 29 (??/??/??)    6.342  (m)           20.81   (f) ADJUSTED    1 2
 HU0073
 HU0073.Superseded values are not recommended for survey control.
 HU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0073.See file dsdata.txt to determine how the superseded data were derived.
 HU0073
 HU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH792911(NAD 83)
 HU0073_MARKER: DB = BENCH MARK DISK
 HU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0073+STABILITY: SURFACE MOTION
 HU0073
 HU0073  HISTORY     - Date     Condition        Report By
 HU0073  HISTORY     - UNK      MONUMENTED       CGS
 HU0073  HISTORY     - 1931     GOOD             CGS
 HU0073  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0074 ***********************************************************************
 HU0074  DESIGNATION -  R 2 RESET 1961 DEDHT
 HU0074  PID         -  HU0074
 HU0074  STATE/COUNTY-  DE/SUSSEX
 HU0074  USGS QUAD   -  LEWES (1991)
 HU0074
 HU0074                         *CURRENT SURVEY CONTROL
 HU0074  ___________________________________________________________________
 HU0074* NAD 83(1986)-  38 46 10.     (N)    075 14 20.     (W)     SCALED    
 HU0074* NAVD 88     -         6.091  (meters)      19.98   (feet)  ADJUSTED  
 HU0074  ___________________________________________________________________
 HU0074  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 HU0074  DYNAMIC HT  -           6.087 (meters)      19.97  (feet)  COMP
 HU0074  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 HU0074
 HU0074  VERT ORDER  -  FIRST     CLASS II
 HU0074
 HU0074.The horizontal coordinates were scaled from a topographic map and have
 HU0074.an estimated accuracy of +/- 6 seconds.
 HU0074
 HU0074.The orthometric height was determined by differential leveling
 HU0074.and adjusted in June 1991.
 HU0074
 HU0074.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0074
 HU0074  NGVD 29 (??/??/??)    6.329  (m)           20.76   (f) ADJUSTED    1 2
 HU0074
 HU0074.Superseded values are not recommended for survey control.
 HU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0074.See file dsdata.txt to determine how the superseded data were derived.
 HU0074
 HU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH792912(NAD 83)
 HU0074_MARKER: DB = BENCH MARK DISK
 HU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0074_STAMPING: R 2 1931 21.289 RESET 1961
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1478 ***********************************************************************
 JU1478  DESIGNATION -  R 21
 JU1478  PID         -  JU1478
 JU1478  STATE/COUNTY-  DE/NEW CASTLE
 JU1478  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1478
 JU1478                         *CURRENT SURVEY CONTROL
 JU1478  ___________________________________________________________________
 JU1478* NAD 83(1986)-  39 43 59.     (N)    075 31 32.     (W)     SCALED    
 JU1478* NAVD 88     -         3.293  (meters)      10.80   (feet)  POSTED    
 JU1478  ___________________________________________________________________
 JU1478  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1478  DYNAMIC HT  -           3.290 (meters)      10.79  (feet)  COMP
 JU1478  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1478
 JU1478  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1478
 JU1478.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1478.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1478.rate of 2.1 thru 3.0 mm/km.
 JU1478
 JU1478.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1478
 JU1478  NGVD 29 (??/??/??)    3.655  (m)           11.99   (f) ADJUSTED    2 0
 JU1478
 JU1478.Superseded values are not recommended for survey control.
 JU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1478.See file dsdata.txt to determine how the superseded data were derived.
 JU1478
 JU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ549982(NAD 83)
 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 = MARCH  2, 2009
 JU1890 ***********************************************************************
 JU1890  DESIGNATION -  R 22
 JU1890  PID         -  JU1890
 JU1890  STATE/COUNTY-  DE/NEW CASTLE
 JU1890  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1890
 JU1890                         *CURRENT SURVEY CONTROL
 JU1890  ___________________________________________________________________
 JU1890* NAD 83(1986)-  39 41 39.     (N)    075 34 41.     (W)     SCALED    
 JU1890* NAVD 88     -        20.848  (meters)      68.40   (feet)  ADJUSTED  
 JU1890  ___________________________________________________________________
 JU1890  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1890  DYNAMIC HT  -          20.839 (meters)      68.37  (feet)  COMP
 JU1890  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU1890
 JU1890  VERT ORDER  -  FIRST     CLASS II
 JU1890
 JU1890.The horizontal coordinates were scaled from a topographic map and have
 JU1890.an estimated accuracy of +/- 6 seconds.
 JU1890
 JU1890.The orthometric height was determined by differential leveling
 JU1890.and adjusted in June 1991.
 JU1890
 JU1890.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1890
 JU1890  NGVD 29 (01/10/92)   21.102  (m)           69.23   (f) ADJUSTED    1 2
 JU1890
 JU1890.Superseded values are not recommended for survey control.
 JU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1890.See file dsdata.txt to determine how the superseded data were derived.
 JU1890
 JU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504939(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0108 ***********************************************************************
 HU0108  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0108  DESIGNATION -  R 27
 HU0108  PID         -  HU0108
 HU0108  STATE/COUNTY-  DE/SUSSEX
 HU0108  USGS QUAD   -  BETHANY BEACH (1991)
 HU0108
 HU0108                         *CURRENT SURVEY CONTROL
 HU0108  ___________________________________________________________________
 HU0108* NAD 83(1986)-  38 36 41.     (N)    075 03 49.     (W)     SCALED    
 HU0108* NAVD 88     -         2.495  (meters)       8.19   (feet)  ADJUSTED  
 HU0108  ___________________________________________________________________
 HU0108  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0108  DYNAMIC HT  -           2.494 (meters)       8.18  (feet)  COMP
 HU0108  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HU0108
 HU0108  VERT ORDER  -  SECOND    CLASS 0
 HU0108
 HU0108.The horizontal coordinates were scaled from a topographic map and have
 HU0108.an estimated accuracy of +/- 6 seconds.
 HU0108
 HU0108.The orthometric height was determined by differential leveling
 HU0108.and adjusted in June 1991.
 HU0108
 HU0108.This Tidal Bench Mark is designated as VM 3006
 HU0108.by the Center for Operational Oceanographic Products and Services.
 HU0108
 HU0108.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0108
 HU0108  NGVD 29 (??/??/??)    2.732  (m)            8.96   (f) ADJUSTED    2 0
 HU0108
 HU0108.Superseded values are not recommended for survey control.
 HU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0108.See file dsdata.txt to determine how the superseded data were derived.
 HU0108
 HU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH944736(NAD 83)
 HU0108_MARKER: DB = BENCH MARK DISK
 HU0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0108_SP_SET: FOUNDATION OF POWER LINE TOWER
 HU0108_STAMPING: R 27 1962
 HU0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0155 ***********************************************************************
 HU0155  DESIGNATION -  R 28
 HU0155  PID         -  HU0155
 HU0155  STATE/COUNTY-  DE/SUSSEX
 HU0155  USGS QUAD   -  FRANKFORD (1991)
 HU0155
 HU0155                         *CURRENT SURVEY CONTROL
 HU0155  ___________________________________________________________________
 HU0155* NAD 83(1986)-  38 32 31.     (N)    075 14 50.     (W)     SCALED    
 HU0155* NAVD 88     -         8.151  (meters)      26.74   (feet)  ADJUSTED  
 HU0155  ___________________________________________________________________
 HU0155  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU0155  DYNAMIC HT  -           8.146 (meters)      26.73  (feet)  COMP
 HU0155  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 HU0155
 HU0155  VERT ORDER  -  SECOND    CLASS 0
 HU0155
 HU0155.The horizontal coordinates were scaled from a topographic map and have
 HU0155.an estimated accuracy of +/- 6 seconds.
 HU0155
 HU0155.The orthometric height was determined by differential leveling
 HU0155.and adjusted in June 1991.
 HU0155
 HU0155.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0155
 HU0155  NGVD 29 (??/??/??)    8.391  (m)           27.53   (f) ADJUSTED    2 0
 HU0155
 HU0155.Superseded values are not recommended for survey control.
 HU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0155.See file dsdata.txt to determine how the superseded data were derived.
 HU0155
 HU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH784659(NAD 83)
 HU0155_MARKER: DB = BENCH MARK DISK
 HU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0155_SP_SET: CONCRETE POST
 HU0155_STAMPING: R 28 1962
 HU0155_MARK LOGO: CGS   
 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 = MARCH  2, 2009
 HU0041 ***********************************************************************
 HU0041  DESIGNATION -  R 30
 HU0041  PID         -  HU0041
 HU0041  STATE/COUNTY-  DE/SUSSEX
 HU0041  USGS QUAD   -  MILFORD (1993)
 HU0041
 HU0041                         *CURRENT SURVEY CONTROL
 HU0041  ___________________________________________________________________
 HU0041* NAD 83(1986)-  38 54 59.     (N)    075 23 45.     (W)     SCALED    
 HU0041* NAVD 88     -         6.289  (meters)      20.63   (feet)  ADJUSTED  
 HU0041  ___________________________________________________________________
 HU0041  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0041  DYNAMIC HT  -           6.285 (meters)      20.62  (feet)  COMP
 HU0041  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 HU0041
 HU0041  VERT ORDER  -  SECOND    CLASS 0
 HU0041
 HU0041.The horizontal coordinates were scaled from a topographic map and have
 HU0041.an estimated accuracy of +/- 6 seconds.
 HU0041
 HU0041.The orthometric height was determined by differential leveling
 HU0041.and adjusted in June 1991.
 HU0041
 HU0041.The geoid height was determined by GEOID03.
 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       -   101,720.      201,810.      MT  (+/- 180 meters Scaled)
 HU0041
 HU0041                          SUPERSEDED SURVEY CONTROL
 HU0041
 HU0041  NGVD 29 (??/??/??)    6.532  (m)           21.43   (f) ADJUSTED    2 0
 HU0041
 HU0041.Superseded values are not recommended for survey control.
 HU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0041.See file dsdata.txt to determine how the superseded data were derived.
 HU0041
 HU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ656075(NAD 83)
 HU0041_MARKER: DB = BENCH MARK DISK
 HU0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0041_STAMPING: R 30 1962
 HU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0041+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0768 ***********************************************************************
 HU0768  DESIGNATION -  R 33
 HU0768  PID         -  HU0768
 HU0768  STATE/COUNTY-  DE/SUSSEX
 HU0768  USGS QUAD   -  SEAFORD EAST (1992)
 HU0768
 HU0768                         *CURRENT SURVEY CONTROL
 HU0768  ___________________________________________________________________
 HU0768* NAD 83(1986)-  38 38 47.     (N)    075 37 06.     (W)     SCALED    
 HU0768* NAVD 88     -         8.259  (meters)      27.10   (feet)  ADJUSTED  
 HU0768  ___________________________________________________________________
 HU0768  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0768  DYNAMIC HT  -           8.254 (meters)      27.08  (feet)  COMP
 HU0768  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HU0768
 HU0768  VERT ORDER  -  FIRST     CLASS I
 HU0768
 HU0768.The horizontal coordinates were scaled from a topographic map and have
 HU0768.an estimated accuracy of +/- 6 seconds.
 HU0768
 HU0768.The orthometric height was determined by differential leveling
 HU0768.and adjusted in June 1991.
 HU0768
 HU0768.The geoid height was determined by GEOID03.
 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       -    71,770.      182,440.      MT  (+/- 180 meters Scaled)
 HU0768
 HU0768                          SUPERSEDED SURVEY CONTROL
 HU0768
 HU0768  NGVD 29 (??/??/??)    8.506  (m)           27.91   (f) ADJUSTED    1 1
 HU0768
 HU0768.Superseded values are not recommended for survey control.
 HU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0768.See file dsdata.txt to determine how the superseded data were derived.
 HU0768
 HU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH461777(NAD 83)
 HU0768_MARKER: DB = BENCH MARK DISK
 HU0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0768_SP_SET: OVERPASS
 HU0768_STAMPING: R 33 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1078 ***********************************************************************
 JU1078  DESIGNATION -  R 34
 JU1078  PID         -  JU1078
 JU1078  STATE/COUNTY-  DE/NEW CASTLE
 JU1078  USGS QUAD   -  CLAYTON (1993)
 JU1078
 JU1078                         *CURRENT SURVEY CONTROL
 JU1078  ___________________________________________________________________
 JU1078* NAD 83(1986)-  39 20 37.     (N)    075 39 52.     (W)     SCALED    
 JU1078* NAVD 88     -        17.004  (meters)      55.79   (feet)  ADJUSTED  
 JU1078  ___________________________________________________________________
 JU1078  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU1078  DYNAMIC HT  -          16.995 (meters)      55.76  (feet)  COMP
 JU1078  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 JU1078
 JU1078  VERT ORDER  -  FIRST     CLASS I
 JU1078
 JU1078.The horizontal coordinates were scaled from a topographic map and have
 JU1078.an estimated accuracy of +/- 6 seconds.
 JU1078
 JU1078.The orthometric height was determined by differential leveling
 JU1078.and adjusted in June 1991.
 JU1078
 JU1078.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1078
 JU1078  NGVD 29 (??/??/??)   17.244  (m)           56.57   (f) ADJUSTED    1 1
 JU1078
 JU1078.Superseded values are not recommended for survey control.
 JU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1078.See file dsdata.txt to determine how the superseded data were derived.
 JU1078
 JU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ427551(NAD 83)
 JU1078_MARKER: DB = BENCH MARK DISK
 JU1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1078_SP_SET: CONCRETE POST
 JU1078_STAMPING: R 34 1963
 JU1078_MARK LOGO: CGS   
 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 = MARCH  2, 2009
 HU0870 ***********************************************************************
 HU0870  DESIGNATION -  R 35
 HU0870  PID         -  HU0870
 HU0870  STATE/COUNTY-  DE/KENT
 HU0870  USGS QUAD   -  HARRINGTON (1993)
 HU0870
 HU0870                         *CURRENT SURVEY CONTROL
 HU0870  ___________________________________________________________________
 HU0870* NAD 83(1986)-  38 55 00.46   (N)    075 30 55.11   (W)     HD_HELD1  
 HU0870* NAVD 88     -        14.332  (meters)      47.02   (feet)  ADJUSTED  
 HU0870  ___________________________________________________________________
 HU0870  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 HU0870  DYNAMIC HT  -          14.323 (meters)      46.99  (feet)  COMP
 HU0870  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 HU0870
 HU0870  VERT ORDER  -  FIRST     CLASS I
 HU0870
 HU0870.The horizontal coordinates were established by differentially corrected
 HU0870.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0870
 HU0870.The orthometric height was determined by differential leveling
 HU0870.and adjusted in June 1991.
 HU0870
 HU0870.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0870
 HU0870  NGVD 29 (??/??/??)   14.576  (m)           47.82   (f) ADJUSTED    1 1
 HU0870
 HU0870.Superseded values are not recommended for survey control.
 HU0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0870.See file dsdata.txt to determine how the superseded data were derived.
 HU0870
 HU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5532607669(NAD 83)
 HU0870_MARKER: DB = BENCH MARK DISK
 HU0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0870_STAMPING: R 35 1963
 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 - November 13, 2008
 HU0870
 HU0870  HISTORY     - Date     Condition        Report By
 HU0870  HISTORY     - 1963     MONUMENTED       CGS
 HU0870  HISTORY     - 1981     GOOD             UDE
 HU0870  HISTORY     - 20081113 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1063 ***********************************************************************
 JU1063  DESIGNATION -  R 37
 JU1063  PID         -  JU1063
 JU1063  STATE/COUNTY-  DE/KENT
 JU1063  USGS QUAD   -  FREDERICA (1993)
 JU1063
 JU1063                         *CURRENT SURVEY CONTROL
 JU1063  ___________________________________________________________________
 JU1063* NAD 83(1986)-  39 07 03.     (N)    075 29 14.     (W)     SCALED    
 JU1063* NAVD 88     -         6.587  (meters)      21.61   (feet)  ADJUSTED  
 JU1063  ___________________________________________________________________
 JU1063  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU1063  DYNAMIC HT  -           6.583 (meters)      21.60  (feet)  COMP
 JU1063  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 JU1063
 JU1063  VERT ORDER  -  FIRST     CLASS I
 JU1063
 JU1063.The horizontal coordinates were scaled from a topographic map and have
 JU1063.an estimated accuracy of +/- 6 seconds.
 JU1063
 JU1063.The orthometric height was determined by differential leveling
 JU1063.and adjusted in June 1991.
 JU1063
 JU1063.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1063
 JU1063  NGVD 29 (??/??/??)    6.824  (m)           22.39   (f) ADJUSTED    1 1
 JU1063
 JU1063.Superseded values are not recommended for survey control.
 JU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1063.See file dsdata.txt to determine how the superseded data were derived.
 JU1063
 JU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ578299(NAD 83)
 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 = MARCH  2, 2009
 JU1916 ***********************************************************************
 JU1916  DESIGNATION -  R 38
 JU1916  PID         -  JU1916
 JU1916  STATE/COUNTY-  DE/NEW CASTLE
 JU1916  USGS QUAD   -  SAINT GEORGES (1993)
 JU1916
 JU1916                         *CURRENT SURVEY CONTROL
 JU1916  ___________________________________________________________________
 JU1916* NAD 83(1986)-  39 37 14.     (N)    075 40 27.     (W)     SCALED    
 JU1916* NAVD 88     -        22.822  (meters)      74.88   (feet)  ADJUSTED  
 JU1916  ___________________________________________________________________
 JU1916  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU1916  DYNAMIC HT  -          22.811 (meters)      74.84  (feet)  COMP
 JU1916  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU1916
 JU1916  VERT ORDER  -  FIRST     CLASS I
 JU1916
 JU1916.The horizontal coordinates were scaled from a topographic map and have
 JU1916.an estimated accuracy of +/- 6 seconds.
 JU1916
 JU1916.The orthometric height was determined by differential leveling
 JU1916.and adjusted in June 1991.
 JU1916
 JU1916.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1916
 JU1916  NGVD 29 (01/10/92)   23.063  (m)           75.67   (f) ADJUSTED    1 1
 JU1916
 JU1916.Superseded values are not recommended for survey control.
 JU1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1916.See file dsdata.txt to determine how the superseded data were derived.
 JU1916
 JU1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ421858(NAD 83)
 JU1916_MARKER: DB = BENCH MARK DISK
 JU1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1916_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 JU1789 ***********************************************************************
 JU1789  DESIGNATION -  R 39
 JU1789  PID         -  JU1789
 JU1789  STATE/COUNTY-  DE/NEW CASTLE
 JU1789  USGS QUAD   -  DELAWARE CITY (1993)
 JU1789
 JU1789                         *CURRENT SURVEY CONTROL
 JU1789  ___________________________________________________________________
 JU1789* NAD 83(1986)-  39 34 48.     (N)    075 36 35.     (W)     SCALED    
 JU1789* NAVD 88     -         3.769  (meters)      12.37   (feet)  ADJUSTED  
 JU1789  ___________________________________________________________________
 JU1789  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1789  DYNAMIC HT  -           3.767 (meters)      12.36  (feet)  COMP
 JU1789  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 JU1789
 JU1789  VERT ORDER  -  FIRST     CLASS I
 JU1789
 JU1789.The horizontal coordinates were scaled from a topographic map and have
 JU1789.an estimated accuracy of +/- 6 seconds.
 JU1789
 JU1789.The orthometric height was determined by differential leveling
 JU1789.and adjusted in June 1991.
 JU1789.WARNING-Repeat measurements at this control monument indicate possible
 JU1789.vertical movement.
 JU1789
 JU1789.The geoid height was determined by GEOID03.
 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       -   175,420.      183,410.      MT  (+/- 180 meters Scaled)
 JU1789
 JU1789                          SUPERSEDED SURVEY CONTROL
 JU1789
 JU1789  NGVD 29 (01/10/92)    4.001  (m)           13.13   (f) ADJUSTED    1 1
 JU1789
 JU1789.Superseded values are not recommended for survey control.
 JU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1789.See file dsdata.txt to determine how the superseded data were derived.
 JU1789
 JU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ476813(NAD 83)
 JU1789_MARKER: DB = BENCH MARK DISK
 JU1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1789_STAMPING: R 39 1963
 JU1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1789+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0408 ***********************************************************************
 HU0408  DESIGNATION -  R 4
 HU0408  PID         -  HU0408
 HU0408  STATE/COUNTY-  DE/SUSSEX
 HU0408  USGS QUAD   -  DELMAR (1992)
 HU0408
 HU0408                         *CURRENT SURVEY CONTROL
 HU0408  ___________________________________________________________________
 HU0408* NAD 83(1986)-  38 27 22.     (N)    075 34 41.     (W)     SCALED    
 HU0408* NAVD 88     -        16.255  (meters)      53.33   (feet)  ADJUSTED  
 HU0408  ___________________________________________________________________
 HU0408  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU0408  DYNAMIC HT  -          16.245 (meters)      53.30  (feet)  COMP
 HU0408  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 HU0408
 HU0408  VERT ORDER  -  FIRST     CLASS II
 HU0408
 HU0408.The horizontal coordinates were scaled from a topographic map and have
 HU0408.an estimated accuracy of +/- 6 seconds.
 HU0408
 HU0408.The orthometric height was determined by differential leveling
 HU0408.and adjusted in June 1991.
 HU0408
 HU0408.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0408
 HU0408  NGVD 29 (??/??/??)   16.509  (m)           54.16   (f) ADJUSTED    1 2
 HU0408
 HU0408.Superseded values are not recommended for survey control.
 HU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0408.See file dsdata.txt to determine how the superseded data were derived.
 HU0408
 HU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH495565(NAD 83)
 HU0408_MARKER: DB = BENCH MARK DISK
 HU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0408_STAMPING: R 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2187 ***********************************************************************
 JU2187  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2187  DESIGNATION -  R 41
 JU2187  PID         -  JU2187
 JU2187  STATE/COUNTY-  DE/NEW CASTLE
 JU2187  USGS QUAD   -  DELAWARE CITY (1993)
 JU2187
 JU2187                         *CURRENT SURVEY CONTROL
 JU2187  ___________________________________________________________________
 JU2187* NAD 83(1986)-  39 33 24.3    (N)    075 34 54.4    (W)     HD_HELD2  
 JU2187* NAVD 88     -         0.714  (meters)       2.34   (feet)  ADJUSTED  
 JU2187  ___________________________________________________________________
 JU2187  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2187  DYNAMIC HT  -           0.713 (meters)       2.34  (feet)  COMP
 JU2187  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 JU2187
 JU2187  VERT ORDER  -  FIRST     CLASS II
 JU2187
 JU2187.The horizontal coordinates were established by autonomous hand held GPS
 JU2187.observations and have an estimated accuracy of +/- 10 meters.
 JU2187
 JU2187.The orthometric height was determined by differential leveling
 JU2187.and adjusted in June 1991.
 JU2187
 JU2187.This Tidal Bench Mark is designated as VM 383
 JU2187.by the Center for Operational Oceanographic Products and Services.
 JU2187
 JU2187.The geoid height was determined by GEOID03.
 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.      185,810.      MT  (+/- 10 meters HH2 GPS)
 JU2187
 JU2187                          SUPERSEDED SURVEY CONTROL
 JU2187
 JU2187.No superseded survey control is available for this station.
 JU2187
 JU2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5002078724(NAD 83)
 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 - June 15, 2005
 JU2187
 JU2187  HISTORY     - Date     Condition        Report By
 JU2187  HISTORY     - 1979     MONUMENTED       NGS
 JU2187  HISTORY     - 20010919 GOOD             NGS
 JU2187  HISTORY     - 20050615 GOOD             GEOCAC
 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,
 JU2187'THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE 1.3 KM NORTHERLY
 JU2187'ALONG REEDY
 JU2187'POINT ROAD TO THE BRIDGE THAT CROSSES THE CHESAPEAKE AND DELAWARE
 JU2187'CANAL, NEAR THE
 JU2187'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE MOST EASTERLY OF 2
 JU2187'COLUMNS OF
 JU2187'THE 1ST PIER SOUTH OF THE CANAL, 60.0 M SOUTH OF THE CENTER OF THE
 JU2187'ROAD, 17.1 M EAST OF
 JU2187'THE CENTER OF A TRACK ROAD, 0.4 M BELOW THE LEVEL OF THE TRACK ROAD,
 JU2187'0.3 M WEST OF THE
 JU2187'WEST FACE OF THE COLUMN, AND 0.2 M BELOW THE GROUND SURFACE.
 JU2187'NOTE--THE MARK IS ON
 JU2187'PROPERTY OWNED BY THE DELAWARE DEPARTMENT OF TRANSPORTATION.
 JU2187' 
 JU2187' 
 JU2187' 
 JU2187' 
 JU2187'
 JU2187
 JU2187                          STATION RECOVERY (2005)
 JU2187
 JU2187'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2187'HANDHELD COORDINATES ARE N39-33-24.30 W075-34-54.48.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0216 ***********************************************************************
 HU0216  DESIGNATION -  R 8
 HU0216  PID         -  HU0216
 HU0216  STATE/COUNTY-  DE/SUSSEX
 HU0216  USGS QUAD   -  MILLSBORO (1992)
 HU0216
 HU0216                         *CURRENT SURVEY CONTROL
 HU0216  ___________________________________________________________________
 HU0216* NAD 83(1986)-  38 34 40.     (N)    075 19 11.     (W)     SCALED    
 HU0216* NAVD 88     -        11.657  (meters)      38.24   (feet)  ADJUSTED  
 HU0216  ___________________________________________________________________
 HU0216  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0216  DYNAMIC HT  -          11.650 (meters)      38.22  (feet)  COMP
 HU0216  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 HU0216
 HU0216  VERT ORDER  -  SECOND    CLASS 0
 HU0216
 HU0216.The horizontal coordinates were scaled from a topographic map and have
 HU0216.an estimated accuracy of +/- 6 seconds.
 HU0216
 HU0216.The orthometric height was determined by differential leveling
 HU0216.and adjusted in June 1991.
 HU0216
 HU0216.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0216
 HU0216  NGVD 29 (??/??/??)   11.898  (m)           39.04   (f) ADJUSTED    2 0
 HU0216
 HU0216.Superseded values are not recommended for survey control.
 HU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0216.See file dsdata.txt to determine how the superseded data were derived.
 HU0216
 HU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH721699(NAD 83)
 HU0216_MARKER: DB = BENCH MARK DISK
 HU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0216_STAMPING: R 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0963 ***********************************************************************
 HU0963  DESIGNATION -  R 9 1942
 HU0963  PID         -  HU0963
 HU0963  STATE/COUNTY-  DE/SUSSEX
 HU0963  USGS QUAD   -  SEAFORD WEST (1992)
 HU0963
 HU0963                         *CURRENT SURVEY CONTROL
 HU0963  ___________________________________________________________________
 HU0963* NAD 83(1986)-  38 38 30.9    (N)    075 38 37.0    (W)     HD_HELD2  
 HU0963* NAVD 88     -         5.229  (meters)      17.16   (feet)  ADJUSTED  
 HU0963  ___________________________________________________________________
 HU0963  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 HU0963  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 HU0963  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 HU0963
 HU0963  VERT ORDER  -  SECOND    CLASS 0
 HU0963
 HU0963.The horizontal coordinates were established by autonomous hand held GPS
 HU0963.observations and have an estimated accuracy of +/- 10 meters.
 HU0963
 HU0963.The orthometric height was determined by differential leveling
 HU0963.and adjusted in June 1991.
 HU0963
 HU0963.The geoid height was determined by GEOID03.
 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       -    71,278.      180,242.      MT  (+/- 10 meters HH2 GPS)
 HU0963
 HU0963                          SUPERSEDED SURVEY CONTROL
 HU0963
 HU0963  NGVD 29 (??/??/??)    5.476  (m)           17.97   (f) ADJUSTED    2 0
 HU0963
 HU0963.Superseded values are not recommended for survey control.
 HU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0963.See file dsdata.txt to determine how the superseded data were derived.
 HU0963
 HU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4398977237(NAD 83)
 HU0963_MARKER: DB = BENCH MARK DISK
 HU0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0963_SP_SET: BRIDGE
 HU0963_STAMPING: R 9 1942
 HU0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0963+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 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
 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.  HANDHELD COORDINATES ARE N38-38-30.90
 HU0963'W075-38-37.02.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1694 ***********************************************************************
 HU1694  DESIGNATION -  RACE RM 3
 HU1694  PID         -  HU1694
 HU1694  STATE/COUNTY-  DE/SUSSEX
 HU1694  USGS QUAD   -  PITTSVILLE (1992)
 HU1694
 HU1694                         *CURRENT SURVEY CONTROL
 HU1694  ___________________________________________________________________
 HU1694* NAD 83(1991)-  38 27 11.47953(N)    075 26 44.65046(W)     ADJUSTED  
 HU1694* NAVD 88     -        19.024  (meters)      62.41   (feet)  ADJUSTED  
 HU1694  ___________________________________________________________________
 HU1694  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HU1694  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU1694  DYNAMIC HT  -          19.013 (meters)      62.38  (feet)  COMP
 HU1694  MODELED GRAV-     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
 HU1694.and adjusted in June 1991.
 HU1694
 HU1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1694
 HU1694.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 HU1694.Superseded values are not recommended for survey control.
 HU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1694.See file dsdata.txt to determine how the superseded data were derived.
 HU1694
 HU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6110856193(NAD 83)
 HU1694_MARKER: DR = REFERENCE MARK DISK
 HU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1694_SP_SET: CONCRETE POST
 HU1694_STAMPING: RACE NO 3 1974
 HU1694_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1323 ***********************************************************************
 HU1323  DESIGNATION -  RADIO
 HU1323  PID         -  HU1323
 HU1323  STATE/COUNTY-  DE/SUSSEX
 HU1323  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1323
 HU1323                         *CURRENT SURVEY CONTROL
 HU1323  ___________________________________________________________________
 HU1323* NAD 83(1991)-  38 47 25.31060(N)    075 05 27.46287(W)     ADJUSTED  
 HU1323* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 HU1323  ___________________________________________________________________
 HU1323  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HU1323  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1323
 HU1323.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1323
 HU1323.Superseded values are not recommended for survey control.
 HU1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1323.See file dsdata.txt to determine how the superseded data were derived.
 HU1323
 HU1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9210093517(NAD 83)
 HU1323_MARKER: DS = TRIANGULATION STATION DISK
 HU1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1323
 HU1323  HISTORY     - Date     Condition        Report By
 HU1323  HISTORY     - 1932     MONUMENTED       CGS
 HU1323  HISTORY     - 1943     GOOD             CGS
 HU1323  HISTORY     - 1945     SEE DESCRIPTION  CGS
 HU1323  HISTORY     - 1962     SEE DESCRIPTION  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 = MARCH  2, 2009
 HU2806 ***********************************************************************
 HU2806  DESIGNATION -  RDF ANTENNA FT MILES
 HU2806  PID         -  HU2806
 HU2806  STATE/COUNTY-  DE/SUSSEX
 HU2806  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU2806
 HU2806                         *CURRENT SURVEY CONTROL
 HU2806  ___________________________________________________________________
 HU2806* NAD 83(1991)-  38 46 36.05004(N)    075 05 14.23713(W)     ADJUSTED  
 HU2806* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 HU2806  ___________________________________________________________________
 HU2806  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU2806  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2806  HORZ ORDER  -  THIRD
 HU2806
 HU2806.The horizontal coordinates were established by classical geodetic methods
 HU2806.and adjusted by the National Geodetic Survey in June 1992.
 HU2806
 HU2806.The orthometric height was scaled from a topographic map.
 HU2806
 HU2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2806
 HU2806.The geoid height was determined by GEOID03.
 HU2806
 HU2806;                    North         East     Units Scale Factor Converg.
 HU2806;SPC DE       -    86,265.621   228,622.247   MT  1.00000508   +0 12 22.6
 HU2806;SPC DE       -   283,023.12    750,071.49   sFT  1.00000508   +0 12 22.6
 HU2806;UTM  18      - 4,291,998.678   492,417.868   MT  0.99960071   -0 03 16.8
 HU2806
 HU2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2806!SPC DE       -   1.00000180  x   1.00000508  =   1.00000688
 HU2806!UTM  18      -   1.00000180  x   0.99960071  =   0.99960251
 HU2806
 HU2806                          SUPERSEDED SURVEY CONTROL
 HU2806
 HU2806.No superseded survey control is available for this station.
 HU2806
 HU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241891999(NAD 83)
 HU2806_MARKER: 92 = ANTENNA ON ROOF
 HU2806_MARK LOGO: NOS   
 HU2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2806+SATELLITE: SATELLITE OBSERVATIONS - 1984
 HU2806
 HU2806  HISTORY     - Date     Condition        Report By
 HU2806  HISTORY     - 1984     FIRST OBSERVED   NOS
 HU2806  HISTORY     - 20080917 POOR             GEOCAC
 HU2806
 HU2806                          STATION DESCRIPTION
 HU2806
 HU2806'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 HU2806'THE STATION IS LOCATED ON TOP OF A BUNKER IN A SAND DUNE AT FORT MILES
 HU2806'ARMY RECREATIONAL AREA ON CAPE HENLOPNEN, DELAWARE.
 HU2806'TO REACH STATION FROM THE LEWES FERRY TERMINAL FOLLOW ROUTE 9 E FOR
 HU2806'0.9 MI TO CAPE HENLOPEN STATE PARK AND FORT MILES ARMY RECREATIONAL
 HU2806'AREA.  TAKE FIRST RIGHT IN PARK TOWARD FT. MILES AND FOLLOW MAIN ROAD
 HU2806'FOR 0.8 MI TO FORK ON LEFT WITH A LOCKED ENTRANCE GATE.  FOLLOW ROAD
 HU2806'UP THE HILL FOR 0.2 MI TO THE LOCKED GATE AT BUNKER WITH A WHITE WHIP
 HU2806'ANTENNA ON TOP, WHICH IS THE STATION.
 HU2806'STATION IS RERFERNCE MARK NO. 2 FOR STATION---BUNKER 1984---, WHICH IS
 HU2806'A 80 FT WHIP ANTENNA ON TOP OF A SAND DUNE.  IT IS LOCATED 15.021 M
 HU2806'(49.3 FT) NW OF STATION---BUNKER 1984--- AND 8.772 M (28.8 FT) NNE OF
 HU2806'STATION---BUNKER 1984 RM 1---.
 HU2806
 HU2806                          STATION RECOVERY (2008)
 HU2806
 HU2806'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU2806'MOST OF ANTENNA HAS BEEN REMOVED - CONCRETE BASE AND 2 1-FOOT ANTENNA
 HU2806'SECTIONS REMAIN ATTACHED TO THE BASE WHICH MAY BE USABLE TO CALCULATE
 HU2806'THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3708 ***********************************************************************
 JU3708  DESIGNATION -  READ 1959
 JU3708  PID         -  JU3708
 JU3708  STATE/COUNTY-  DE/NEW CASTLE
 JU3708  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3708
 JU3708                         *CURRENT SURVEY CONTROL
 JU3708  ___________________________________________________________________
 JU3708* NAD 83(1991)-  39 44 29.26162(N)    075 33 46.03923(W)     ADJUSTED  
 JU3708* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 JU3708  ___________________________________________________________________
 JU3708  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU3708  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3708
 JU3708.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3708.See file dsdata.txt to determine how the superseded data were derived.
 JU3708
 JU3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5178099214(NAD 83)
 JU3708_MARKER: DE = TRAVERSE STATION DISK
 JU3708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3708+WITH SETTING: PAVEMENT
 JU3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3708+STABILITY: SURFACE MOTION
 JU3708
 JU3708  HISTORY     - Date     Condition        Report By
 JU3708  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3787 ***********************************************************************
 JU3787  DESIGNATION -  REEDY ISLAND BAKER F RANGE LT
 JU3787  PID         -  JU3787
 JU3787  STATE/COUNTY-  DE/NEW CASTLE
 JU3787  USGS QUAD   -  DELAWARE CITY (1993)
 JU3787
 JU3787                         *CURRENT SURVEY CONTROL
 JU3787  ___________________________________________________________________
 JU3787* NAD 83(1991)-  39 30 33.54090(N)    075 33 58.82901(W)     ADJUSTED  
 JU3787* NAVD 88     -              **(meters)            **(feet)            
 JU3787  ___________________________________________________________________
 JU3787  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JU3787  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 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
 JU3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3787
 JU3787.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3787
 JU3787  NAD 83(1986)-  39 30 33.53326(N)    075 33 58.83828(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3787.See file dsdata.txt to determine how the superseded data were derived.
 JU3787
 JU3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5131373452(NAD 83)
 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 = MARCH  2, 2009
 JU2563 ***********************************************************************
 JU2563  DESIGNATION -  REEDY ISLAND JETTY MIDDLE LT
 JU2563  PID         -  JU2563
 JU2563  STATE/COUNTY-  DE/NEW CASTLE
 JU2563  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU2563
 JU2563                         *CURRENT SURVEY CONTROL
 JU2563  ___________________________________________________________________
 JU2563* NAD 83(1991)-  39 28 58.51019(N)    075 34 26.44953(W)     ADJUSTED  
 JU2563* NAVD 88     -              **(meters)            **(feet)            
 JU2563  ___________________________________________________________________
 JU2563  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JU2563  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 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
 JU2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2563
 JU2563.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2563
 JU2563  NAD 83(1986)-  39 28 58.50172(N)    075 34 26.45827(W) AD(       ) 4
 JU2563
 JU2563.Superseded values are not recommended for survey control.
 JU2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2563.See file dsdata.txt to determine how the superseded data were derived.
 JU2563
 JU2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5063570526(NAD 83)
 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 = MARCH  2, 2009
 JU3785 ***********************************************************************
 JU3785  DESIGNATION -  REEDY ISLAND LIGHT
 JU3785  PID         -  JU3785
 JU3785  STATE/COUNTY-  DE/NEW CASTLE
 JU3785  USGS QUAD   -  DELAWARE CITY (1993)
 JU3785
 JU3785                         *CURRENT SURVEY CONTROL
 JU3785  ___________________________________________________________________
 JU3785* NAD 83(1991)-  39 30 03.16657(N)    075 34 08.29121(W)     ADJUSTED  
 JU3785* NAVD 88     -              **(meters)            **(feet)            
 JU3785  ___________________________________________________________________
 JU3785  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JU3785  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU3785  HORZ ORDER  -  THIRD
 JU3785
 JU3785.The horizontal coordinates were established by classical geodetic methods
 JU3785.and adjusted by the National Geodetic Survey in January 1992.
 JU3785
 JU3785
 JU3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3785
 JU3785.The geoid height was determined by GEOID03.
 JU3785
 JU3785;                    North         East     Units Scale Factor Converg.
 JU3785;SPC DE       -   166,623.994   186,900.116   MT  0.99999711   -0 05 48.8
 JU3785;SPC DE       -   546,665.55    613,188.13   sFT  0.99999711   -0 05 48.8
 JU3785;SPC NJ       -    74,648.256    58,063.578   MT  1.00000403   -0 40 48.0
 JU3785;SPC NJ       -   244,908.49    190,496.92   sFT  1.00000403   -0 40 48.0
 JU3785;UTM  18      - 4,372,516.631   451,081.001   MT  0.99962946   -0 21 42.9
 JU3785
 JU3785                          SUPERSEDED SURVEY CONTROL
 JU3785
 JU3785  NAD 83(1986)-  39 30 03.15863(N)    075 34 08.29970(W) AD(       ) 4
 JU3785  NAD 27      -  39 30 02.76000(N)    075 34 09.56800(W) AD(       ) 3
 JU3785
 JU3785.Superseded values are not recommended for survey control.
 JU3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3785.See file dsdata.txt to determine how the superseded data were derived.
 JU3785
 JU3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5108172517(NAD 83)
 JU3785_MARKER: 14 = NAVIGATION LIGHT
 JU3785
 JU3785  HISTORY     - Date     Condition        Report By
 JU3785  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3785  HISTORY     - 1946     GOOD             CGS
 JU3785  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU3785  HISTORY     - 20070929 GOOD             GEOCAC
 JU3785
 JU3785                          STATION DESCRIPTION
 JU3785
 JU3785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3785'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.
 JU3785
 JU3785                          STATION RECOVERY (1950)
 JU3785
 JU3785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 JU3785'REPORT FROM NOTICE TO MARINERS NO. 33 DATED AUGUST 22, 1950--
 JU3785'
 JU3785'THE LIGHT RENAMED OLD REEDY LIGHT HAS BEEN MOVED AND REESTABLISHED
 JU3785'2,125 YARDS 156 DEG FROM THE SPIRE AT PORT PENN.  THE LIGHT IS
 JU3785'EXHIBITED 48 FEET ABOVE WATER ON A WHITE SKELETON STEEL TOWER ON
 JU3785'A CONCRETE FOUNDATION.
 JU3785
 JU3785                          STATION RECOVERY (2007)
 JU3785
 JU3785'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2564 ***********************************************************************
 JU2564  DESIGNATION -  REEDY ISLAND RANGE FRONT LIGHT
 JU2564  PID         -  JU2564
 JU2564  STATE/COUNTY-  DE/NEW CASTLE
 JU2564  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU2564
 JU2564                         *CURRENT SURVEY CONTROL
 JU2564  ___________________________________________________________________
 JU2564* NAD 83(1991)-  39 26 44.85030(N)    075 34 35.21324(W)     NO CHECK  
 JU2564* NAVD 88     -              **(meters)            **(feet)            
 JU2564  ___________________________________________________________________
 JU2564  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2564  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 JU2564
 JU2564
 JU2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2564
 JU2564.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2564
 JU2564  NAD 83(1986)-  39 26 44.84351(N)    075 34 35.22155(W) AD(       ) 4
 JU2564
 JU2564.Superseded values are not recommended for survey control.
 JU2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2564.See file dsdata.txt to determine how the superseded data were derived.
 JU2564
 JU2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5039966407(NAD 83)
 JU2564_MARKER: 14 = NAVIGATION LIGHT
 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 = MARCH  2, 2009
 JU3409 ***********************************************************************
 JU3409  DESIGNATION -  REEDY ISLAND REAR RANGE LIGHT
 JU3409  PID         -  JU3409
 JU3409  STATE/COUNTY-  DE/NEW CASTLE
 JU3409  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3409
 JU3409                         *CURRENT SURVEY CONTROL
 JU3409  ___________________________________________________________________
 JU3409* NAD 83(1991)-  39 24 23.56765(N)    075 35 24.57811(W)     ADJUSTED  
 JU3409* NAVD 88     -              **(meters)            **(feet)            
 JU3409  ___________________________________________________________________
 JU3409  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU3409  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 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
 JU3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3409
 JU3409.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3409
 JU3409  NAD 83(1986)-  39 24 23.55977(N)    075 35 24.58820(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3409.See file dsdata.txt to determine how the superseded data were derived.
 JU3409
 JU3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4919162059(NAD 83)
 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 = MARCH  2, 2009
 JU2565 ***********************************************************************
 JU2565  DESIGNATION -  REEDY ISLAND SOUTH DIKE LIGHT
 JU2565  PID         -  JU2565
 JU2565  STATE/COUNTY-  DE/NEW CASTLE
 JU2565  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU2565
 JU2565                         *CURRENT SURVEY CONTROL
 JU2565  ___________________________________________________________________
 JU2565* NAD 83(1991)-  39 28 04.29944(N)    075 34 28.50761(W)     NO CHECK  
 JU2565* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 JU2565  ___________________________________________________________________
 JU2565  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU2565  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2565
 JU2565.The geoid height was determined by GEOID03.
 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       -   1.00000404  x   0.99999727  =   1.00000131
 JU2565!SPC NJ       -   1.00000404  x   1.00000523  =   1.00000927
 JU2565!UTM  18      -   1.00000404  x   0.99963008  =   0.99963412
 JU2565
 JU2565                          SUPERSEDED SURVEY CONTROL
 JU2565
 JU2565  NAD 83(1986)-  39 28 04.29093(N)    075 34 28.51585(W) AD(       ) 4
 JU2565  NGVD 29 (06/08/88)    8.     (m)           26.     (f) VERT ANG    3  
 JU2565
 JU2565.Superseded values are not recommended for survey control.
 JU2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2565.See file dsdata.txt to determine how the superseded data were derived.
 JU2565
 JU2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5057568855(NAD 83)
 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 = MARCH  2, 2009
 JU2566 ***********************************************************************
 JU2566  DESIGNATION -  REEDY ISLAND WRECK LIGHT WR10R
 JU2566  PID         -  JU2566
 JU2566  STATE/COUNTY-  DE/NEW CASTLE
 JU2566  USGS QUAD   -  DELAWARE CITY (1993)
 JU2566
 JU2566                         *CURRENT SURVEY CONTROL
 JU2566  ___________________________________________________________________
 JU2566* NAD 83(1991)-  39 32 12.78629(N)    075 32 25.72012(W)     ADJUSTED  
 JU2566* NAVD 88     -              **(meters)            **(feet)            
 JU2566  ___________________________________________________________________
 JU2566  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JU2566  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU2566  HORZ ORDER  -  THIRD
 JU2566
 JU2566.The horizontal coordinates were established by classical geodetic methods
 JU2566.and adjusted by the National Geodetic Survey in January 1992.
 JU2566
 JU2566
 JU2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2566
 JU2566.The geoid height was determined by GEOID03.
 JU2566
 JU2566;                    North         East     Units Scale Factor Converg.
 JU2566;SPC DE       -   170,617.743   189,356.263   MT  0.99999639   -0 04 43.7
 JU2566;SPC DE       -   559,768.38    621,246.34   sFT  0.99999639   -0 04 43.7
 JU2566;SPC NJ       -    78,616.809    60,560.270   MT  0.99999846   -0 39 44.6
 JU2566;SPC NJ       -   257,928.65    198,688.15   sFT  0.99999846   -0 39 44.6
 JU2566;UTM  18      - 4,376,497.502   453,554.690   MT  0.99962656   -0 20 38.6
 JU2566
 JU2566                          SUPERSEDED SURVEY CONTROL
 JU2566
 JU2566  NAD 83(1986)-  39 32 12.77894(N)    075 32 25.72863(W) AD(       ) 4
 JU2566
 JU2566.Superseded values are not recommended for survey control.
 JU2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2566.See file dsdata.txt to determine how the superseded data were derived.
 JU2566
 JU2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5355576498(NAD 83)
 JU2566_MARKER: 14 = NAVIGATION LIGHT
 JU2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2566
 JU2566  HISTORY     - Date     Condition        Report By
 JU2566  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2566
 JU2566                          STATION DESCRIPTION
 JU2566
 JU2566'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2566'THE STATION, REEDY ISLAND WRECK LIGHT WR10R, IS THE CENTER OF THE
 JU2566'LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2198.
 JU2566'
 JU2566'THE STATION IS LOCATED IN DELAWARE RIVER, ON THE EAST SIDE OF THE
 JU2566'CHANNEL, OFF ELSINBORO POINT, AND ON THE WRECK OF THE SS
 JU2566'PHOENIX.
 JU2566'
 JU2566'TO REACH THE STATION FROM THE ENTRANCE TO SALEM RIVER, GO BY BOAT
 JU2566'SOUTH TO ELSINBORO POINT AND THE STATION ON THE WRECK TO THE
 JU2566'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 AH8297
 AH8297                         *CURRENT SURVEY CONTROL
 AH8297  ___________________________________________________________________
 AH8297* NAD 83(CORS)-  39 33 41.19644(N)    075 34 11.92458(W)     ADJUSTED  
 AH8297* NAVD 88     -         7.62   (meters)      25.0    (feet)  GPS OBS   
 AH8297  ___________________________________________________________________
 AH8297  EPOCH DATE  -        2002.00
 AH8297  X           -   1,227,008.907 (meters)                     COMP
 AH8297  Y           -  -4,768,510.134 (meters)                     COMP
 AH8297  Z           -   4,040,548.642 (meters)                     COMP
 AH8297  ELLIP HEIGHT-         -25.777 (meters)          (03/??/02) ADJUSTED
 AH8297  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH8297  HORZ ORDER  -  SPECIAL (CORS)
 AH8297  ELLP ORDER  -  SPECIAL (CORS)
 AH8297
 AH8297.ITRF positions are available for this station.
 AH8297.The coordinates were established by GPS observations
 AH8297.and adjusted by the National Geodetic Survey in March 2002.
 AH8297.The coordinates are valid at the epoch date displayed above.
 AH8297.The epoch date for horizontal control is a decimal equivalence
 AH8297.of Year/Month/Day.
 AH8297
 AH8297.The orthometric height was determined by GPS observations and a
 AH8297.high-resolution geoid model.
 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.The PID for the CORS L1 Phase Center is AJ7954.
 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 geoid height was determined by GEOID03.
 AH8297
 AH8297;                    North         East     Units Scale Factor Converg.
 AH8297;SPC DE       -   173,348.253   186,824.759   MT  0.99999714   -0 05 51.5
 AH8297;SPC DE       -   568,726.73    612,940.90   sFT  0.99999714   -0 05 51.5
 AH8297
 AH8297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8297!SPC DE       -   1.00000404  x   0.99999714  =   1.00000118
 AH8297
 AH8297                          SUPERSEDED SURVEY CONTROL
 AH8297
 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
 AH8297.Superseded values are not recommended for survey control.
 AH8297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8297.See file dsdata.txt to determine how the superseded data were derived.
 AH8297
 AH8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103779239(NAD 83)
 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 2002
 AH8297'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8297'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8297'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8297'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8297'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AJ7954 ***********************************************************************
 AJ7954  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7954  DESIGNATION -  REEDY POINT 1 CORS L1 PHASE CENTER
 AJ7954  CORS_ID     -  RED1
 AJ7954  PID         -  AJ7954
 AJ7954  STATE/COUNTY-  DE/NEW CASTLE
 AJ7954  USGS QUAD   -  DELAWARE CITY (1993)
 AJ7954
 AJ7954                         *CURRENT SURVEY CONTROL
 AJ7954  ___________________________________________________________________
 AJ7954* NAD 83(CORS)-  39 33 41.19640(N)    075 34 11.92461(W)     ADJUSTED  
 AJ7954* NAVD 88     -              **(meters)            **(feet)            
 AJ7954  ___________________________________________________________________
 AJ7954  EPOCH DATE  -        2002.00
 AJ7954  X           -   1,227,008.924 (meters)                     COMP
 AJ7954  Y           -  -4,768,510.200 (meters)                     COMP
 AJ7954  Z           -   4,040,548.696 (meters)                     COMP
 AJ7954  ELLIP HEIGHT-         -25.689 (meters)          (03/??/02) ADJUSTED
 AJ7954  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AJ7954  HORZ ORDER  -  SPECIAL (CORS)
 AJ7954  ELLP ORDER  -  SPECIAL (CORS)
 AJ7954
 AJ7954.ITRF positions are available for this station.
 AJ7954.The coordinates were established by GPS observations
 AJ7954.and adjusted by the National Geodetic Survey in March 2002.
 AJ7954.The coordinates are valid at the epoch date displayed above.
 AJ7954.The epoch date for horizontal control is a decimal equivalence
 AJ7954.of Year/Month/Day.
 AJ7954
 AJ7954
 AJ7954.The PID for the CORS ARP is AH8297.
 AJ7954
 AJ7954.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7954
 AJ7954.The ellipsoidal height was determined by GPS observations
 AJ7954.and is referenced to NAD 83.
 AJ7954
 AJ7954.The geoid height was determined by GEOID03.
 AJ7954
 AJ7954;                    North         East     Units Scale Factor Converg.
 AJ7954;SPC DE       -   173,348.252   186,824.758   MT  0.99999714   -0 05 51.5
 AJ7954;SPC DE       -   568,726.72    612,940.89   sFT  0.99999714   -0 05 51.5
 AJ7954
 AJ7954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7954!SPC DE       -   1.00000403  x   0.99999714  =   1.00000117
 AJ7954
 AJ7954                          SUPERSEDED SURVEY CONTROL
 AJ7954
 AJ7954  NAD 83(CORS)-  39 33 41.19680(N)    075 34 11.92488(W) AD(1997.00) c
 AJ7954  ELLIP H (03/??/99)  -25.678  (m)                       GP(1997.00) c c
 AJ7954
 AJ7954.Superseded values are not recommended for survey control.
 AJ7954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7954.See file dsdata.txt to determine how the superseded data were derived.
 AJ7954
 AJ7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103779239(NAD 83)
 AJ7954_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7954
 AJ7954                          STATION DESCRIPTION
 AJ7954
 AJ7954'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7954'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7954'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7954'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7954'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7954'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 AH8299
 AH8299                         *CURRENT SURVEY CONTROL
 AH8299  ___________________________________________________________________
 AH8299* NAD 83(CORS)-  39 33 42.03657(N)    075 34 11.82207(W)     ADJUSTED  
 AH8299* NAVD 88     -              **(meters)            **(feet)            
 AH8299  ___________________________________________________________________
 AH8299  EPOCH DATE  -        2002.00
 AH8299  X           -   1,227,007.105 (meters)                     COMP
 AH8299  Y           -  -4,768,493.309 (meters)                     COMP
 AH8299  Z           -   4,040,568.418 (meters)                     COMP
 AH8299  ELLIP HEIGHT-         -26.089 (meters)          (05/??/02) ADJUSTED
 AH8299  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH8299  HORZ ORDER  -  SPECIAL (CORS)
 AH8299  ELLP ORDER  -  SPECIAL (CORS)
 AH8299
 AH8299.ITRF positions are available for this station.
 AH8299.The coordinates were established by GPS observations
 AH8299.and adjusted by the National Geodetic Survey in May 2002.
 AH8299.The coordinates are valid at the epoch date displayed above.
 AH8299.The epoch date for horizontal control is a decimal equivalence
 AH8299.of Year/Month/Day.
 AH8299
 AH8299
 AH8299.The PID for the CORS L1 Phase Center is CQ6001.
 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 geoid height was determined by GEOID03.
 AH8299
 AH8299;                    North         East     Units Scale Factor Converg.
 AH8299;SPC DE       -   173,374.159   186,827.250   MT  0.99999714   -0 05 51.5
 AH8299;SPC DE       -   568,811.72    612,949.07   sFT  0.99999714   -0 05 51.5
 AH8299
 AH8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8299!SPC DE       -   1.00000409  x   0.99999714  =   1.00000123
 AH8299
 AH8299                          SUPERSEDED SURVEY CONTROL
 AH8299
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8299.See file dsdata.txt to determine how the superseded data were derived.
 AH8299
 AH8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979265(NAD 83)
 AH8299_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8299
 AH8299                          STATION DESCRIPTION
 AH8299
 AH8299'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH8299'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8299'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8299'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8299'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8299'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 CQ6001 ***********************************************************************
 CQ6001  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6001  DESIGNATION -  REEDY POINT 2 CORS L1 PHASE CENTER
 CQ6001  CORS_ID     -  RED2
 CQ6001  PID         -  CQ6001
 CQ6001  STATE/COUNTY-  DE/NEW CASTLE
 CQ6001  USGS QUAD   -  DELAWARE CITY (1993)
 CQ6001
 CQ6001                         *CURRENT SURVEY CONTROL
 CQ6001  ___________________________________________________________________
 CQ6001* NAD 83(CORS)-  39 33 42.03653(N)    075 34 11.82210(W)     ADJUSTED  
 CQ6001* NAVD 88     -              **(meters)            **(feet)            
 CQ6001  ___________________________________________________________________
 CQ6001  EPOCH DATE  -        2002.00
 CQ6001  X           -   1,227,007.121 (meters)                     COMP
 CQ6001  Y           -  -4,768,493.375 (meters)                     COMP
 CQ6001  Z           -   4,040,568.473 (meters)                     COMP
 CQ6001  ELLIP HEIGHT-         -26.002 (meters)          (05/??/02) ADJUSTED
 CQ6001  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 CQ6001  HORZ ORDER  -  SPECIAL (CORS)
 CQ6001  ELLP ORDER  -  SPECIAL (CORS)
 CQ6001
 CQ6001.ITRF positions are available for this station.
 CQ6001.The coordinates were established by GPS observations
 CQ6001.and adjusted by the National Geodetic Survey in May 2002.
 CQ6001.The coordinates are valid at the epoch date displayed above.
 CQ6001.The epoch date for horizontal control is a decimal equivalence
 CQ6001.of Year/Month/Day.
 CQ6001
 CQ6001
 CQ6001.The PID for the CORS ARP is AH8299.
 CQ6001
 CQ6001.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6001
 CQ6001.The ellipsoidal height was determined by GPS observations
 CQ6001.and is referenced to NAD 83.
 CQ6001
 CQ6001.The geoid height was determined by GEOID03.
 CQ6001
 CQ6001;                    North         East     Units Scale Factor Converg.
 CQ6001;SPC DE       -   173,374.157   186,827.249   MT  0.99999714   -0 05 51.5
 CQ6001;SPC DE       -   568,811.71    612,949.07   sFT  0.99999714   -0 05 51.5
 CQ6001
 CQ6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6001!SPC DE       -   1.00000408  x   0.99999714  =   1.00000122
 CQ6001
 CQ6001                          SUPERSEDED SURVEY CONTROL
 CQ6001
 CQ6001  NAD 83(CORS)-  39 33 42.03620(N)    075 34 11.82237(W) AD(2002.00) c
 CQ6001  ELLIP H (03/??/02)  -26.011  (m)                       GP(2002.00) c c
 CQ6001  NAD 83(CORS)-  39 33 42.03699(N)    075 34 11.82237(W) AD(1997.00) c
 CQ6001  ELLIP H (03/??/99)  -25.991  (m)                       GP(1997.00) c c
 CQ6001
 CQ6001.Superseded values are not recommended for survey control.
 CQ6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ6001.See file dsdata.txt to determine how the superseded data were derived.
 CQ6001
 CQ6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979265(NAD 83)
 CQ6001_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6001
 CQ6001                          STATION DESCRIPTION
 CQ6001
 CQ6001'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6001'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6001'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6001'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6001'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6001'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI7532 ***********************************************************************
 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  USGS QUAD   -  DELAWARE CITY (1993)
 DI7532
 DI7532                         *CURRENT SURVEY CONTROL
 DI7532  ___________________________________________________________________
 DI7532* NAD 83(CORS)-  39 33 41.19685(N)    075 34 11.92401(W)     ADJUSTED  
 DI7532* NAVD 88     -              **(meters)            **(feet)            
 DI7532  ___________________________________________________________________
 DI7532  EPOCH DATE  -        2002.00
 DI7532  X           -   1,227,008.948 (meters)                     COMP
 DI7532  Y           -  -4,768,510.237 (meters)                     COMP
 DI7532  Z           -   4,040,548.749 (meters)                     COMP
 DI7532  ELLIP HEIGHT-         -25.623 (meters)          (06/??/07) ADJUSTED
 DI7532  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI7532  HORZ ORDER  -  SPECIAL (CORS)
 DI7532  ELLP ORDER  -  SPECIAL (CORS)
 DI7532
 DI7532.ITRF positions are available for this station.
 DI7532.The coordinates were established by GPS observations
 DI7532.and adjusted by the National Geodetic Survey in June 2007.
 DI7532.The coordinates are valid at the epoch date displayed above.
 DI7532.The epoch date for horizontal control is a decimal equivalence
 DI7532.of Year/Month/Day.
 DI7532
 DI7532
 DI7532.The PID for the CORS L1 Phase Center is DI7533.
 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 geoid height was determined by GEOID03.
 DI7532
 DI7532;                    North         East     Units Scale Factor Converg.
 DI7532;SPC DE       -   173,348.265   186,824.773   MT  0.99999714   -0 05 51.5
 DI7532;SPC DE       -   568,726.77    612,940.94   sFT  0.99999714   -0 05 51.5
 DI7532
 DI7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7532!SPC DE       -   1.00000402  x   0.99999714  =   1.00000116
 DI7532
 DI7532                          SUPERSEDED SURVEY CONTROL
 DI7532
 DI7532.No superseded survey control is available for this station.
 DI7532
 DI7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103779239(NAD 83)
 DI7532_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI7532
 DI7532                          STATION DESCRIPTION
 DI7532
 DI7532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DI7532'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI7532'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI7532'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI7532'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI7532'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI7533 ***********************************************************************
 DI7533  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI7533  DESIGNATION -  REEDY POINT 5 CORS L1 PHASE CENTER
 DI7533  CORS_ID     -  RED5
 DI7533  PID         -  DI7533
 DI7533  STATE/COUNTY-  DE/NEW CASTLE
 DI7533  USGS QUAD   -  DELAWARE CITY (1993)
 DI7533
 DI7533                         *CURRENT SURVEY CONTROL
 DI7533  ___________________________________________________________________
 DI7533* NAD 83(CORS)-  39 33 41.19674(N)    075 34 11.92409(W)     ADJUSTED  
 DI7533* NAVD 88     -              **(meters)            **(feet)            
 DI7533  ___________________________________________________________________
 DI7533  EPOCH DATE  -        2002.00
 DI7533  X           -   1,227,008.962 (meters)                     COMP
 DI7533  Y           -  -4,768,510.300 (meters)                     COMP
 DI7533  Z           -   4,040,548.798 (meters)                     COMP
 DI7533  ELLIP HEIGHT-         -25.542 (meters)          (06/??/07) ADJUSTED
 DI7533  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI7533  HORZ ORDER  -  SPECIAL (CORS)
 DI7533  ELLP ORDER  -  SPECIAL (CORS)
 DI7533
 DI7533.ITRF positions are available for this station.
 DI7533.The coordinates were established by GPS observations
 DI7533.and adjusted by the National Geodetic Survey in June 2007.
 DI7533.The coordinates are valid at the epoch date displayed above.
 DI7533.The epoch date for horizontal control is a decimal equivalence
 DI7533.of Year/Month/Day.
 DI7533
 DI7533
 DI7533.The PID for the CORS ARP is DI7532.
 DI7533
 DI7533.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI7533
 DI7533.The ellipsoidal height was determined by GPS observations
 DI7533.and is referenced to NAD 83.
 DI7533
 DI7533.The geoid height was determined by GEOID03.
 DI7533
 DI7533;                    North         East     Units Scale Factor Converg.
 DI7533;SPC DE       -   173,348.262   186,824.771   MT  0.99999714   -0 05 51.5
 DI7533;SPC DE       -   568,726.76    612,940.94   sFT  0.99999714   -0 05 51.5
 DI7533
 DI7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7533!SPC DE       -   1.00000401  x   0.99999714  =   1.00000115
 DI7533
 DI7533                          SUPERSEDED SURVEY CONTROL
 DI7533
 DI7533.No superseded survey control is available for this station.
 DI7533
 DI7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103779239(NAD 83)
 DI7533_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI7533
 DI7533                          STATION DESCRIPTION
 DI7533
 DI7533'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI7533'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI7533'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI7533'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI7533'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI7533'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 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  USGS QUAD   -  DELAWARE CITY (1993)
 DI7534
 DI7534                         *CURRENT SURVEY CONTROL
 DI7534  ___________________________________________________________________
 DI7534* NAD 83(CORS)-  39 33 42.03635(N)    075 34 11.82195(W)     ADJUSTED  
 DI7534* NAVD 88     -              **(meters)            **(feet)            
 DI7534  ___________________________________________________________________
 DI7534  EPOCH DATE  -        2002.00
 DI7534  X           -   1,227,007.138 (meters)                     COMP
 DI7534  Y           -  -4,768,493.426 (meters)                     COMP
 DI7534  Z           -   4,040,568.509 (meters)                     COMP
 DI7534  ELLIP HEIGHT-         -25.937 (meters)          (06/??/07) ADJUSTED
 DI7534  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI7534  HORZ ORDER  -  SPECIAL (CORS)
 DI7534  ELLP ORDER  -  SPECIAL (CORS)
 DI7534
 DI7534.ITRF positions are available for this station.
 DI7534.The coordinates were established by GPS observations
 DI7534.and adjusted by the National Geodetic Survey in June 2007.
 DI7534.The coordinates are valid at the epoch date displayed above.
 DI7534.The epoch date for horizontal control is a decimal equivalence
 DI7534.of Year/Month/Day.
 DI7534
 DI7534
 DI7534.The PID for the CORS L1 Phase Center is DI7535.
 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 geoid height was determined by GEOID03.
 DI7534
 DI7534;                    North         East     Units Scale Factor Converg.
 DI7534;SPC DE       -   173,374.152   186,827.253   MT  0.99999714   -0 05 51.5
 DI7534;SPC DE       -   568,811.70    612,949.08   sFT  0.99999714   -0 05 51.5
 DI7534
 DI7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7534!SPC DE       -   1.00000407  x   0.99999714  =   1.00000121
 DI7534
 DI7534                          SUPERSEDED SURVEY CONTROL
 DI7534
 DI7534.No superseded survey control is available for this station.
 DI7534
 DI7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979265(NAD 83)
 DI7534_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI7534
 DI7534                          STATION DESCRIPTION
 DI7534
 DI7534'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DI7534'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI7534'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI7534'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI7534'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI7534'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI7535 ***********************************************************************
 DI7535  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI7535  DESIGNATION -  REEDY POINT 6 CORS L1 PHASE CENTER
 DI7535  CORS_ID     -  RED6
 DI7535  PID         -  DI7535
 DI7535  STATE/COUNTY-  DE/NEW CASTLE
 DI7535  USGS QUAD   -  DELAWARE CITY (1993)
 DI7535
 DI7535                         *CURRENT SURVEY CONTROL
 DI7535  ___________________________________________________________________
 DI7535* NAD 83(CORS)-  39 33 42.03624(N)    075 34 11.82203(W)     ADJUSTED  
 DI7535* NAVD 88     -              **(meters)            **(feet)            
 DI7535  ___________________________________________________________________
 DI7535  EPOCH DATE  -        2002.00
 DI7535  X           -   1,227,007.152 (meters)                     COMP
 DI7535  Y           -  -4,768,493.489 (meters)                     COMP
 DI7535  Z           -   4,040,568.559 (meters)                     COMP
 DI7535  ELLIP HEIGHT-         -25.856 (meters)          (06/??/07) ADJUSTED
 DI7535  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI7535  HORZ ORDER  -  SPECIAL (CORS)
 DI7535  ELLP ORDER  -  SPECIAL (CORS)
 DI7535
 DI7535.ITRF positions are available for this station.
 DI7535.The coordinates were established by GPS observations
 DI7535.and adjusted by the National Geodetic Survey in June 2007.
 DI7535.The coordinates are valid at the epoch date displayed above.
 DI7535.The epoch date for horizontal control is a decimal equivalence
 DI7535.of Year/Month/Day.
 DI7535
 DI7535
 DI7535.The PID for the CORS ARP is DI7534.
 DI7535
 DI7535.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI7535
 DI7535.The ellipsoidal height was determined by GPS observations
 DI7535.and is referenced to NAD 83.
 DI7535
 DI7535.The geoid height was determined by GEOID03.
 DI7535
 DI7535;                    North         East     Units Scale Factor Converg.
 DI7535;SPC DE       -   173,374.149   186,827.251   MT  0.99999714   -0 05 51.5
 DI7535;SPC DE       -   568,811.69    612,949.07   sFT  0.99999714   -0 05 51.5
 DI7535
 DI7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7535!SPC DE       -   1.00000406  x   0.99999714  =   1.00000120
 DI7535
 DI7535                          SUPERSEDED SURVEY CONTROL
 DI7535
 DI7535.No superseded survey control is available for this station.
 DI7535
 DI7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979265(NAD 83)
 DI7535_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI7535
 DI7535                          STATION DESCRIPTION
 DI7535
 DI7535'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI7535'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI7535'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI7535'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI7535'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI7535'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3790 ***********************************************************************
 JU3790  DESIGNATION -  REEDY PT CANAL ENTRANCE LIGHT
 JU3790  PID         -  JU3790
 JU3790  STATE/COUNTY-  DE/NEW CASTLE
 JU3790  USGS QUAD   -  DELAWARE CITY (1993)
 JU3790
 JU3790                         *CURRENT SURVEY CONTROL
 JU3790  ___________________________________________________________________
 JU3790* NAD 83(1991)-  39 33 39.60846(N)    075 33 58.47007(W)     ADJUSTED  
 JU3790* NAVD 88     -              **(meters)            **(feet)            
 JU3790  ___________________________________________________________________
 JU3790  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU3790  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU3790  HORZ ORDER  -  THIRD
 JU3790
 JU3790.The horizontal coordinates were established by classical geodetic methods
 JU3790.and adjusted by the National Geodetic Survey in January 1992.
 JU3790
 JU3790
 JU3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3790
 JU3790.The geoid height was determined by GEOID03.
 JU3790
 JU3790;                    North         East     Units Scale Factor Converg.
 JU3790;SPC DE       -   173,298.738   187,145.856   MT  0.99999703   -0 05 43.0
 JU3790;SPC DE       -   568,564.28    613,994.36   sFT  0.99999703   -0 05 43.0
 JU3790;SPC NJ       -    81,320.196    58,377.282   MT  1.00000332   -0 40 44.9
 JU3790;SPC NJ       -   266,798.01    191,526.13   sFT  1.00000332   -0 40 44.9
 JU3790;UTM  18      - 4,379,187.712   451,357.533   MT  0.99962913   -0 21 38.3
 JU3790
 JU3790                          SUPERSEDED SURVEY CONTROL
 JU3790
 JU3790  NAD 83(1986)-  39 33 39.60183(N)    075 33 58.47812(W) AD(       ) 4
 JU3790  NAD 27      -  39 33 39.19700(N)    075 33 59.74700(W) AD(       ) 3
 JU3790
 JU3790.Superseded values are not recommended for survey control.
 JU3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3790.See file dsdata.txt to determine how the superseded data were derived.
 JU3790
 JU3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5135879188(NAD 83)
 JU3790_MARKER: 14 = NAVIGATION LIGHT
 JU3790
 JU3790  HISTORY     - Date     Condition        Report By
 JU3790  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3790  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3790
 JU3790                          STATION DESCRIPTION
 JU3790
 JU3790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3790'THIS LIGHT HAS BEEN MOVED FROM ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3791 ***********************************************************************
 JU3791  DESIGNATION -  REEDY PT CANAL N BREAKWATER LT
 JU3791  PID         -  JU3791
 JU3791  STATE/COUNTY-  DE/NEW CASTLE
 JU3791  USGS QUAD   -  DELAWARE CITY (1993)
 JU3791
 JU3791                         *CURRENT SURVEY CONTROL
 JU3791  ___________________________________________________________________
 JU3791* NAD 83(1991)-  39 33 44.90849(N)    075 33 43.27966(W)     ADJUSTED  
 JU3791* NAVD 88     -              **(meters)            **(feet)            
 JU3791  ___________________________________________________________________
 JU3791  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JU3791  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU3791  HORZ ORDER  -  THIRD
 JU3791
 JU3791.The horizontal coordinates were established by classical geodetic methods
 JU3791.and adjusted by the National Geodetic Survey in January 1992.
 JU3791
 JU3791
 JU3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3791
 JU3791.The geoid height was determined by GEOID03.
 JU3791
 JU3791;                    North         East     Units Scale Factor Converg.
 JU3791;SPC DE       -   173,461.599   187,508.740   MT  0.99999692   -0 05 33.3
 JU3791;SPC DE       -   569,098.60    615,184.92   sFT  0.99999692   -0 05 33.3
 JU3791;SPC NJ       -    81,479.351    58,741.808   MT  1.00000250   -0 40 35.3
 JU3791;SPC NJ       -   267,320.17    192,722.08   sFT  1.00000250   -0 40 35.3
 JU3791;UTM  18      - 4,379,348.831   451,721.033   MT  0.99962870   -0 21 28.7
 JU3791
 JU3791                          SUPERSEDED SURVEY CONTROL
 JU3791
 JU3791  NAD 83(1986)-  39 33 44.90198(N)    075 33 43.28777(W) AD(       ) 4
 JU3791  NAD 27      -  39 33 44.49600(N)    075 33 44.55800(W) AD(       ) 3
 JU3791
 JU3791.Superseded values are not recommended for survey control.
 JU3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3791.See file dsdata.txt to determine how the superseded data were derived.
 JU3791
 JU3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5172179349(NAD 83)
 JU3791_MARKER: 14 = NAVIGATION LIGHT
 JU3791
 JU3791  HISTORY     - Date     Condition        Report By
 JU3791  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3791  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3791
 JU3791                          STATION DESCRIPTION
 JU3791
 JU3791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3791'ACCORDING TO LOCAL INFORMATION, THIS LIGHT WAS MOVED FROM ITS
 JU3791'ORIGINAL POSITION WHEN NORTH JETTY WAS EXTENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3784 ***********************************************************************
 JU3784  DESIGNATION -  REEDY RESET
 JU3784  PID         -  JU3784
 JU3784  STATE/COUNTY-  DE/NEW CASTLE
 JU3784  USGS QUAD   -  DELAWARE CITY (1993)
 JU3784
 JU3784                         *CURRENT SURVEY CONTROL
 JU3784  ___________________________________________________________________
 JU3784* NAD 83(1991)-  39 30 02.36852(N)    075 34 08.45940(W)     ADJUSTED  
 JU3784* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 JU3784  ___________________________________________________________________
 JU3784  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JU3784  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3784
 JU3784.The geoid height was determined by GEOID03.
 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       -   1.00000485  x   0.99999711  =   1.00000196
 JU3784!SPC NJ       -   1.00000485  x   1.00000404  =   1.00000889
 JU3784!UTM  18      -   1.00000485  x   0.99962947  =   0.99963432
 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  NGVD 29 (06/08/88)    2.9    (m)           10.     (f) VERT ANG    3  
 JU3784
 JU3784.Superseded values are not recommended for survey control.
 JU3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3784.See file dsdata.txt to determine how the superseded data were derived.
 JU3784
 JU3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5107772492(NAD 83)
 JU3784_MARKER: DD = SURVEY DISK
 JU3784_SETTING: 66 = SET IN ROCK OUTCROP
 JU3784_SP_SET: LEDGE + CHISELED CROSS
 JU3784_STAMPING: REEDY USE 1911 1933
 JU3784_MARK LOGO: USE   
 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       USE
 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 = MARCH  2, 2009
 HU2819 ***********************************************************************
 HU2819  CBN         -  This is a Cooperative Base Network Control Station.
 HU2819  DESIGNATION -  REF STA USCG
 HU2819  PID         -  HU2819
 HU2819  STATE/COUNTY-  DE/SUSSEX
 HU2819  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU2819
 HU2819                         *CURRENT SURVEY CONTROL
 HU2819  ___________________________________________________________________
 HU2819* NAD 83(2007)-  38 46 33.57872(N)    075 05 26.01325(W)     ADJUSTED  
 HU2819* NAVD 88     -        14.776  (meters)      48.48   (feet)  ADJUSTED  
 HU2819  ___________________________________________________________________
 HU2819  EPOCH DATE  -        2002.00
 HU2819  X           -   1,281,037.167 (meters)                     COMP
 HU2819  Y           -  -4,811,301.083 (meters)                     COMP
 HU2819  Z           -   3,972,947.653 (meters)                     COMP
 HU2819  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU2819  ELLIP HEIGHT-         -20.815 (meters)          (02/10/07) ADJUSTED
 HU2819  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 HU2819  DYNAMIC HT  -          14.767 (meters)      48.45  (feet)  COMP
 HU2819
 HU2819  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HU2819  Type    PID    Designation                      North   East  Ellip
 HU2819  -------------------------------------------------------------------
 HU2819  NETWORK HU2819 REF STA USCG                      0.27   0.16   0.35
 HU2819  -------------------------------------------------------------------
 HU2819  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 HU2819
 HU2819  VERT ORDER  -  FIRST     CLASS II
 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 National Geodetic Survey in February 2007.
 HU2819
 HU2819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HU2819.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HU2819.The horizontal coordinates are valid at the epoch date displayed above.
 HU2819.The epoch date for horizontal control is a decimal equivalence
 HU2819.of Year/Month/Day.
 HU2819
 HU2819.The orthometric height was determined by differential leveling
 HU2819.and adjusted in July 2002.
 HU2819.WARNING-GPS observations at this control monument resulted in a GPS
 HU2819.derived orthometric height which differed from the leveled height by
 HU2819.more than one decimeter (0.1 meter).
 HU2819
 HU2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2819
 HU2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2819
 HU2819.The ellipsoidal height was determined by GPS observations
 HU2819.and is referenced to NAD 83.
 HU2819
 HU2819.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HU2819;SPC DE       -    86,188.396   228,338.263   MT  1.00000488   +0 12 15.2
 HU2819;SPC DE       -   282,769.76    749,139.78   sFT  1.00000488   +0 12 15.2
 HU2819;UTM  18      - 4,291,922.778   492,133.651   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  =   0.99960402
 HU2819
 HU2819|---------------------------------------------------------------------|
 HU2819| PID    Reference Object                     Distance      Geod. Az  |
 HU2819|                                                           dddmmss.s |
 HU2819| AB6285 CAPE HENLOPEN 1 CORS L1 PHASE CENTE 264.627 METERS 07045     |
 HU2819|---------------------------------------------------------------------|
 HU2819
 HU2819                          SUPERSEDED SURVEY CONTROL
 HU2819
 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 (08/13/96)   14.78   (m)           48.5    (f) LEVELING    3  
 HU2819
 HU2819.Superseded values are not recommended for survey control.
 HU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2819.See file dsdata.txt to determine how the superseded data were derived.
 HU2819
 HU2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9213491923(NAD 83)
 HU2819_MARKER: I = METAL ROD
 HU2819_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2819_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HU2819_STAMPING: REF STA USCG 1992
 HU2819_MARK LOGO: NGS   
 HU2819_PROJECTION: FLUSH
 HU2819_MAGNETIC: I = MARKER IS A STEEL ROD
 HU2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2819+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3398 ***********************************************************************
 JU3398  DESIGNATION -  REFUGE
 JU3398  PID         -  JU3398
 JU3398  STATE/COUNTY-  DE/KENT
 JU3398  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3398
 JU3398                         *CURRENT SURVEY CONTROL
 JU3398  ___________________________________________________________________
 JU3398* NAD 83(1991)-  39 15 59.74225(N)    075 24 40.18346(W)     ADJUSTED  
 JU3398* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3398  ___________________________________________________________________
 JU3398  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU3398  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3398
 JU3398.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3398.See file dsdata.txt to determine how the superseded data were derived.
 JU3398
 JU3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6453146442(NAD 83)
 JU3398_MARKER: DS = TRIANGULATION STATION DISK
 JU3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1371 ***********************************************************************
 HU1371  DESIGNATION -  REHOBOTH
 HU1371  PID         -  HU1371
 HU1371  STATE/COUNTY-  DE/SUSSEX
 HU1371  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1371
 HU1371                         *CURRENT SURVEY CONTROL
 HU1371  ___________________________________________________________________
 HU1371* NAD 83(1991)-  38 43 00.83182(N)    075 04 56.40283(W)     ADJUSTED  
 HU1371* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HU1371  ___________________________________________________________________
 HU1371  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HU1371  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1371
 HU1371.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1371.See file dsdata.txt to determine how the superseded data were derived.
 HU1371
 HU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9284285364(NAD 83)
 HU1371_MARKER: DS = TRIANGULATION STATION DISK
 HU1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU0122 ***********************************************************************
 HU0122  DESIGNATION -  REHOBOTH 2
 HU0122  PID         -  HU0122
 HU0122  STATE/COUNTY-  DE/SUSSEX
 HU0122  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0122
 HU0122                         *CURRENT SURVEY CONTROL
 HU0122  ___________________________________________________________________
 HU0122* NAD 83(1991)-  38 43 01.10796(N)    075 04 56.89324(W)     ADJUSTED  
 HU0122* NAVD 88     -         5.073  (meters)      16.64   (feet)  ADJUSTED  
 HU0122  ___________________________________________________________________
 HU0122  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HU0122  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0122  DYNAMIC HT  -           5.070 (meters)      16.63  (feet)  COMP
 HU0122  MODELED GRAV-     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
 HU0122.and adjusted in June 1991.
 HU0122
 HU0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0122
 HU0122.The geoid height was determined by GEOID03.
 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;                    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       -  FORT MILES OBSERVATION TWR 6             001 58 46.7
 HU0122:UTM  18      -  FORT MILES OBSERVATION TWR 6             002 14 24.9
 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 (??/??/??)    5.310  (m)           17.42   (f) ADJUSTED    2 0
 HU0122
 HU0122.Superseded values are not recommended for survey control.
 HU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0122.See file dsdata.txt to determine how the superseded data were derived.
 HU0122
 HU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9283085373(NAD 83)
 HU0122_MARKER: DS = TRIANGULATION STATION DISK
 HU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0122_STAMPING: REHOBOTH 2 1962
 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 = MARCH  2, 2009
 HU0120 ***********************************************************************
 HU0120  DESIGNATION -  REHOBOTH 2 AZ
 HU0120  PID         -  HU0120
 HU0120  STATE/COUNTY-  DE/SUSSEX
 HU0120  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0120
 HU0120                         *CURRENT SURVEY CONTROL
 HU0120  ___________________________________________________________________
 HU0120* NAD 83(1986)-  38 43 00.     (N)    075 05 03.     (W)     SCALED    
 HU0120* NAVD 88     -         5.785  (meters)      18.98   (feet)  ADJUSTED  
 HU0120  ___________________________________________________________________
 HU0120  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0120  DYNAMIC HT  -           5.781 (meters)      18.97  (feet)  COMP
 HU0120  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 HU0120
 HU0120  VERT ORDER  -  SECOND    CLASS 0
 HU0120
 HU0120.The horizontal coordinates were scaled from a topographic map and have
 HU0120.an estimated accuracy of +/- 6 seconds.
 HU0120
 HU0120.The orthometric height was determined by differential leveling
 HU0120.and adjusted in June 1991.
 HU0120
 HU0120.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0120
 HU0120  NGVD 29 (??/??/??)    6.022  (m)           19.76   (f) ADJUSTED    2 0
 HU0120
 HU0120.Superseded values are not recommended for survey control.
 HU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0120.See file dsdata.txt to determine how the superseded data were derived.
 HU0120
 HU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH926853(NAD 83)
 HU0120_MARKER: DZ = AZIMUTH MARK DISK
 HU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0120_STAMPING: REHOBOTH 2 1962
 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 = MARCH  2, 2009
 HU0124 ***********************************************************************
 HU0124  DESIGNATION -  REHOBOTH 2 RM 1
 HU0124  PID         -  HU0124
 HU0124  STATE/COUNTY-  DE/SUSSEX
 HU0124  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0124
 HU0124                         *CURRENT SURVEY CONTROL
 HU0124  ___________________________________________________________________
 HU0124* NAD 83(1986)-  38 43 00.     (N)    075 04 57.     (W)     SCALED    
 HU0124* NAVD 88     -         5.503  (meters)      18.05   (feet)  ADJUSTED  
 HU0124  ___________________________________________________________________
 HU0124  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0124  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 HU0124  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0124
 HU0124  VERT ORDER  -  SECOND    CLASS 0
 HU0124
 HU0124.The horizontal coordinates were scaled from a topographic map and have
 HU0124.an estimated accuracy of +/- 6 seconds.
 HU0124
 HU0124.The orthometric height was determined by differential leveling
 HU0124.and adjusted in June 1991.
 HU0124
 HU0124.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0124
 HU0124  NGVD 29 (??/??/??)    5.740  (m)           18.83   (f) ADJUSTED    2 0
 HU0124
 HU0124.Superseded values are not recommended for survey control.
 HU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0124.See file dsdata.txt to determine how the superseded data were derived.
 HU0124
 HU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0124_MARKER: DR = REFERENCE MARK DISK
 HU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0124_STAMPING: REHOBOTH 2 NO 1 1962
 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 = MARCH  2, 2009
 HU0123 ***********************************************************************
 HU0123  DESIGNATION -  REHOBOTH 2 RM 2
 HU0123  PID         -  HU0123
 HU0123  STATE/COUNTY-  DE/SUSSEX
 HU0123  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0123
 HU0123                         *CURRENT SURVEY CONTROL
 HU0123  ___________________________________________________________________
 HU0123* NAD 83(1986)-  38 43 00.     (N)    075 04 57.     (W)     SCALED    
 HU0123* NAVD 88     -         5.653  (meters)      18.55   (feet)  ADJUSTED  
 HU0123  ___________________________________________________________________
 HU0123  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0123  DYNAMIC HT  -           5.650 (meters)      18.54  (feet)  COMP
 HU0123  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0123
 HU0123  VERT ORDER  -  SECOND    CLASS 0
 HU0123
 HU0123.The horizontal coordinates were scaled from a topographic map and have
 HU0123.an estimated accuracy of +/- 6 seconds.
 HU0123
 HU0123.The orthometric height was determined by differential leveling
 HU0123.and adjusted in June 1991.
 HU0123
 HU0123.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0123
 HU0123  NGVD 29 (??/??/??)    5.890  (m)           19.32   (f) ADJUSTED    2 0
 HU0123
 HU0123.Superseded values are not recommended for survey control.
 HU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0123.See file dsdata.txt to determine how the superseded data were derived.
 HU0123
 HU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0123_MARKER: DR = REFERENCE MARK DISK
 HU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0123_STAMPING: REHOBOTH 2 NO 2 1962
 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 = MARCH  2, 2009
 HU1361 ***********************************************************************
 HU1361  DESIGNATION -  REHOBOTH BEACH LIFE SAVING STA
 HU1361  PID         -  HU1361
 HU1361  STATE/COUNTY-  DE/SUSSEX
 HU1361  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1361
 HU1361                         *CURRENT SURVEY CONTROL
 HU1361  ___________________________________________________________________
 HU1361* NAD 83(1991)-  38 41 39.80589(N)    075 04 21.35393(W)     ADJUSTED  
 HU1361* NAVD 88     -              **(meters)            **(feet)            
 HU1361  ___________________________________________________________________
 HU1361  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HU1361  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 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
 HU1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1361
 HU1361.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1361
 HU1361  NAD 83(1986)-  38 41 39.78999(N)    075 04 21.36479(W) AD(       ) 4
 HU1361  NAD 27      -  38 41 39.40400(N)    075 04 22.70800(W) AD(       ) 3
 HU1361
 HU1361.Superseded values are not recommended for survey control.
 HU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1361.See file dsdata.txt to determine how the superseded data were derived.
 HU1361
 HU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9368782866(NAD 83)
 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 = MARCH  2, 2009
 HU1373 ***********************************************************************
 HU1373  DESIGNATION -  REHOBOTH BEACH MUNICIPAL TANK
 HU1373  PID         -  HU1373
 HU1373  STATE/COUNTY-  DE/SUSSEX
 HU1373  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1373
 HU1373                         *CURRENT SURVEY CONTROL
 HU1373  ___________________________________________________________________
 HU1373* NAD 83(1991)-  38 43 01.08212(N)    075 04 56.30608(W)     ADJUSTED  
 HU1373* NAVD 88     -              **(meters)            **(feet)            
 HU1373  ___________________________________________________________________
 HU1373  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HU1373  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU1373  HORZ ORDER  -  THIRD
 HU1373
 HU1373.The horizontal coordinates were established by classical geodetic methods
 HU1373.and adjusted by the National Geodetic Survey in January 1992.
 HU1373
 HU1373
 HU1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1373
 HU1373.The geoid height was determined by GEOID03.
 HU1373
 HU1373;                    North         East     Units Scale Factor Converg.
 HU1373;SPC DE       -    79,638.386   229,079.284   MT  1.00000541   +0 12 32.9
 HU1373;SPC DE       -   261,280.27    751,570.95   sFT  1.00000541   +0 12 32.9
 HU1373;UTM  18      - 4,285,372.113   492,844.564   MT  0.99960063   -0 03 05.3
 HU1373
 HU1373                          SUPERSEDED SURVEY CONTROL
 HU1373
 HU1373  NAD 83(1986)-  38 43 01.06627(N)    075 04 56.31645(W) AD(       ) 4
 HU1373  NAD 27      -  38 43 00.66745(N)    075 04 57.66551(W) AD(       ) 3
 HU1373
 HU1373.Superseded values are not recommended for survey control.
 HU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1373.See file dsdata.txt to determine how the superseded data were derived.
 HU1373
 HU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9284585372(NAD 83)
 HU1373_MARKER: 53 = ELEVATED TANK
 HU1373
 HU1373  HISTORY     - Date     Condition        Report By
 HU1373  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1373  HISTORY     - 1975     GOOD             NGS
 HU1373  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU1373  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 HU1373
 HU1373                          STATION DESCRIPTION
 HU1373
 HU1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1373'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER
 HU1373'OF THE MUNICIPAL WATER TANK.  THE STRUCTURE IS OF 6-STEEL
 HU1373'CHANNEL IRON LEGS WITH AN ELLIPSOIDAL TOP AND BOTTOM TANK
 HU1373'MOUNTED AT THEIR APEX.  THE LEGS ARE PAINTED WHITE, THE
 HU1373'BOTTOM PART OF THE TANK IS BLUE AND THE TOP PART IS PAINTED
 HU1373'WHITE.  THE OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY
 HU1373'124.0 FEET.
 HU1373
 HU1373                          STATION RECOVERY (1975)
 HU1373
 HU1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1373'STATION WAS RECOVERED IN GOOD CONDITION, BUT AT THE TIME OF
 HU1373'THIS RECOVERY THE COMPLETE STRUCTURE IS PAINTED WHITE.
 HU1373'
 HU1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1373'IN THE TOWN OF REHOBOTH BEACH.
 HU1373
 HU1373                          STATION RECOVERY (2001)
 HU1373
 HU1373'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1373'STATION NOT FOUND.  OLD MUNICIPAL WATER TANK TORN DOWN IN 1999 AND NEW
 HU1373'350,000 GALLON TANK INSTALLED AT SAME LOCATION.
 HU1373
 HU1373                          STATION RECOVERY (2006)
 HU1373
 HU1373'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1363 ***********************************************************************
 HU1363  DESIGNATION -  REHOBOTH BEACH OBS TOWER 5
 HU1363  PID         -  HU1363
 HU1363  STATE/COUNTY-  DE/SUSSEX
 HU1363  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1363
 HU1363                         *CURRENT SURVEY CONTROL
 HU1363  ___________________________________________________________________
 HU1363* NAD 83(1991)-  38 40 50.21149(N)    075 04 17.02458(W)     ADJUSTED  
 HU1363* NAVD 88     -              **(meters)            **(feet)            
 HU1363  ___________________________________________________________________
 HU1363  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HU1363  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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
 HU1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1363
 HU1363.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1363
 HU1363  NAD 83(1986)-  38 40 50.19537(N)    075 04 17.03655(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1363.See file dsdata.txt to determine how the superseded data were derived.
 HU1363
 HU1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9379081337(NAD 83)
 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 = MARCH  2, 2009
 HU1358 ***********************************************************************
 HU1358  DESIGNATION -  REHOBOTH BEACH STANDPIPE
 HU1358  PID         -  HU1358
 HU1358  STATE/COUNTY-  DE/SUSSEX
 HU1358  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1358
 HU1358                         *CURRENT SURVEY CONTROL
 HU1358  ___________________________________________________________________
 HU1358* NAD 83(1991)-  38 43 00.74803(N)    075 04 55.80786(W)     ADJUSTED  
 HU1358* NAVD 88     -              **(meters)            **(feet)            
 HU1358  ___________________________________________________________________
 HU1358  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HU1358  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU1358  HORZ ORDER  -  THIRD
 HU1358
 HU1358.The horizontal coordinates were established by classical geodetic methods
 HU1358.and adjusted by the National Geodetic Survey in January 1992.
 HU1358
 HU1358
 HU1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1358
 HU1358.The geoid height was determined by GEOID03.
 HU1358
 HU1358;                    North         East     Units Scale Factor Converg.
 HU1358;SPC DE       -    79,628.128   229,091.358   MT  1.00000542   +0 12 33.2
 HU1358;SPC DE       -   261,246.62    751,610.56   sFT  1.00000542   +0 12 33.2
 HU1358;UTM  18      - 4,285,361.805   492,856.586   MT  0.99960063   -0 03 05.0
 HU1358
 HU1358                          SUPERSEDED SURVEY CONTROL
 HU1358
 HU1358  NAD 83(1986)-  38 43 00.73344(N)    075 04 55.81771(W) AD(       ) 4
 HU1358  NAD 27      -  38 43 00.31698(N)    075 04 57.16701(W) AD(       ) 3
 HU1358
 HU1358.Superseded values are not recommended for survey control.
 HU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1358.See file dsdata.txt to determine how the superseded data were derived.
 HU1358
 HU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9285785362(NAD 83)
 HU1358_MARKER: 52 = STANDPIPE TANK
 HU1358
 HU1358  HISTORY     - Date     Condition        Report By
 HU1358  HISTORY     - 1927     FIRST OBSERVED   CGS
 HU1358  HISTORY     - 1929     SEE DESCRIPTION  CGS
 HU1358  HISTORY     - 1934     GOOD             CGS
 HU1358  HISTORY     - 1943     GOOD             CGS
 HU1358  HISTORY     - 1945     GOOD             CGS
 HU1358  HISTORY     - 1961     GOOD             CGS
 HU1358  HISTORY     - 1962     GOOD             CGS
 HU1358  HISTORY     - 1975     GOOD             NGS
 HU1358  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU1358  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 HU1358
 HU1358                          STATION DESCRIPTION
 HU1358
 HU1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1358'TALL BLACK STEEL STANDPIPE.  CYLINDRICAL SHAPE.  SITUATED ON
 HU1358'REHOBOTH BEACH.  STANDPIPE IS PLAIN AT TOP AND IS PROBABLY
 HU1358'20 METERS HIGH.  SPOT WAS NOT VISITED.  STATION NOT OCCUPIED.
 HU1358
 HU1358                          STATION RECOVERY (1929)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (GCM)
 HU1358'THE STANDPIPE IS NOW PAINTED A SILVER COLOR INSTEAD OF BLACK
 HU1358'AS STATED IN THE PREVIOUS DESCRIPTION.  THE STANDPIPE IS THE
 HU1358'MOST PROMINENT OBJECT IN THAT VICINITY.
 HU1358
 HU1358                          STATION RECOVERY (1934)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1358'STATION RECOVERED IN GOOD CONDITION.  THIS IS ALSO THE STANDPIPE
 HU1358'LOCATED BY C.D. MEANEY IN 1932.
 HU1358'
 HU1358'A TALL ALUMINUM PAINTED STANDPIPE, CIRCULAR IN SHAPE AND ABOUT
 HU1358'70 FEET HIGH.
 HU1358
 HU1358                          STATION RECOVERY (1943)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1358'RECOVERED AS DESCRIBED.  A NEW ALUMINUM-PAINTED WATER TANK WAS
 HU1358'ERECTED IN 1941 ABOUT 16 METERS NW OF THE STANDPIPE.
 HU1358
 HU1358                          STATION RECOVERY (1945)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1358'RECOVERED AS DESCRIBED, APPARENTLY.  INSPECTED FROM A POINT ON
 HU1358'THE BEACH ABOUT 2 MILES N OF THE STANDPIPE.
 HU1358
 HU1358                          STATION RECOVERY (1961)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1358'STATION RECOVERED IN GOOD CONDITION.  THE STANDPIPE IS LOCATED
 HU1358'1 BLOCK NORTH OF THE BUSINESS DISTRICT OF REHOBOTH BEACH
 HU1358'AND IS PAINTED WHITE.  AN ELEVATED TANK HAS BEEN ERECTED JUST
 HU1358'NORTHWEST OF THE STANDPIPE.
 HU1358
 HU1358                          STATION RECOVERY (1962)
 HU1358
 HU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1358'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HU1358'INTERSECTING POINT WAS THE TOP CENTER.
 HU1358
 HU1358                          STATION RECOVERY (1975)
 HU1358
 HU1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1358'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HU1358'
 HU1358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1358'IN THE TOWN OF REHOBOTH BEACH.
 HU1358
 HU1358                          STATION RECOVERY (2001)
 HU1358
 HU1358'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1358'STATION NOT FOUND.  REHOBOTH BEACH STANDPIPE WAS TORN DOWN IN 1999 AND
 HU1358'A NEW 350,000 GALLON TANK INSTALLED AT SAME LOCATION.
 HU1358
 HU1358                          STATION RECOVERY (2006)
 HU1358
 HU1358'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0125 ***********************************************************************
 HU0125  DESIGNATION -  REHOBOTH RM 2 RESET
 HU0125  PID         -  HU0125
 HU0125  STATE/COUNTY-  DE/SUSSEX
 HU0125  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0125
 HU0125                         *CURRENT SURVEY CONTROL
 HU0125  ___________________________________________________________________
 HU0125* NAD 83(1986)-  38 43 00.     (N)    075 04 56.     (W)     SCALED    
 HU0125* NAVD 88     -         5.676  (meters)      18.62   (feet)  ADJUSTED  
 HU0125  ___________________________________________________________________
 HU0125  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0125  DYNAMIC HT  -           5.673 (meters)      18.61  (feet)  COMP
 HU0125  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0125
 HU0125  VERT ORDER  -  SECOND    CLASS 0
 HU0125
 HU0125.The horizontal coordinates were scaled from a topographic map and have
 HU0125.an estimated accuracy of +/- 6 seconds.
 HU0125
 HU0125.The orthometric height was determined by differential leveling
 HU0125.and adjusted in June 1991.
 HU0125
 HU0125.The geoid height was determined by GEOID03.
 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       -    79,610.      229,090.      MT  (+/- 180 meters Scaled)
 HU0125
 HU0125                          SUPERSEDED SURVEY CONTROL
 HU0125
 HU0125  NGVD 29 (??/??/??)    5.913  (m)           19.40   (f) ADJUSTED    2 0
 HU0125
 HU0125.Superseded values are not recommended for survey control.
 HU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0125.See file dsdata.txt to determine how the superseded data were derived.
 HU0125
 HU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0125_MARKER: DR = REFERENCE MARK DISK
 HU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0125_STAMPING: REHOBOTH NO 2 1932 1938
 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 - May 24, 2006
 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
 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" BELOW GROUND SURFACE. BETWEEN TWO EVERGREEN TREES, 2
 HU0125'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0121 ***********************************************************************
 HU0121  DESIGNATION -  REHOBOTH RM 3
 HU0121  PID         -  HU0121
 HU0121  STATE/COUNTY-  DE/SUSSEX
 HU0121  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0121
 HU0121                         *CURRENT SURVEY CONTROL
 HU0121  ___________________________________________________________________
 HU0121* NAD 83(1986)-  38 43 00.     (N)    075 04 56.     (W)     SCALED    
 HU0121* NAVD 88     -         4.359  (meters)      14.30   (feet)  ADJUSTED  
 HU0121  ___________________________________________________________________
 HU0121  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0121  DYNAMIC HT  -           4.357 (meters)      14.29  (feet)  COMP
 HU0121  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 HU0121
 HU0121  VERT ORDER  -  SECOND    CLASS 0
 HU0121
 HU0121.The horizontal coordinates were scaled from a topographic map and have
 HU0121.an estimated accuracy of +/- 6 seconds.
 HU0121
 HU0121.The orthometric height was determined by differential leveling
 HU0121.and adjusted in June 1991.
 HU0121
 HU0121.The geoid height was determined by GEOID03.
 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       -    79,610.      229,090.      MT  (+/- 180 meters Scaled)
 HU0121
 HU0121                          SUPERSEDED SURVEY CONTROL
 HU0121
 HU0121  NGVD 29 (??/??/??)    4.596  (m)           15.08   (f) ADJUSTED    2 0
 HU0121
 HU0121.Superseded values are not recommended for survey control.
 HU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0121.See file dsdata.txt to determine how the superseded data were derived.
 HU0121
 HU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0121_MARKER: DR = REFERENCE MARK DISK
 HU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0121_STAMPING: REHOBOTH NO 3 1932
 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 = MARCH  2, 2009
 HU2034 ***********************************************************************
 HU2034  DESIGNATION -  RELIANCE
 HU2034  PID         -  HU2034
 HU2034  STATE/COUNTY-  DE/SUSSEX
 HU2034  USGS QUAD   -  SEAFORD WEST (1992)
 HU2034
 HU2034                         *CURRENT SURVEY CONTROL
 HU2034  ___________________________________________________________________
 HU2034* NAD 83(1991)-  38 38 03.41270(N)    075 42 26.08553(W)     ADJUSTED  
 HU2034* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 HU2034  ___________________________________________________________________
 HU2034  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HU2034  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2034
 HU2034.The geoid height was determined by GEOID03.
 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  =   0.99965014
 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 1976           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    3  
 HU2034
 HU2034.Superseded values are not recommended for survey control.
 HU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2034.See file dsdata.txt to determine how the superseded data were derived.
 HU2034
 HU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3844476431(NAD 83)
 HU2034_MARKER: DS = TRIANGULATION STATION DISK
 HU2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2034
 HU2034  HISTORY     - Date     Condition        Report By
 HU2034  HISTORY     - 1962     MONUMENTED       CGS
 HU2034  HISTORY     - 1975     GOOD             NGS
 HU2034  HISTORY     - 1976     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2567 ***********************************************************************
 JU2567  DESIGNATION -  REYBOLD STACK
 JU2567  PID         -  JU2567
 JU2567  STATE/COUNTY-  DE/NEW CASTLE
 JU2567  USGS QUAD   -  SAINT GEORGES (1993)
 JU2567
 JU2567                         *CURRENT SURVEY CONTROL
 JU2567  ___________________________________________________________________
 JU2567* NAD 83(1991)-  39 35 36.55490(N)    075 38 02.75518(W)     ADJUSTED  
 JU2567* NAVD 88     -              **(meters)            **(feet)            
 JU2567  ___________________________________________________________________
 JU2567  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JU2567  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 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
 JU2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2567
 JU2567.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2567
 JU2567  NAD 83(1986)-  39 35 36.54842(N)    075 38 02.76406(W) AD(       ) 4
 JU2567
 JU2567.Superseded values are not recommended for survey control.
 JU2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2567.See file dsdata.txt to determine how the superseded data were derived.
 JU2567
 JU2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4555482832(NAD 83)
 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 = MARCH  2, 2009
 JU1707 ***********************************************************************
 JU1707  DESIGNATION -  RICHARDSON
 JU1707  PID         -  JU1707
 JU1707  STATE/COUNTY-  DE/NEW CASTLE
 JU1707  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1707
 JU1707                         *CURRENT SURVEY CONTROL
 JU1707  ___________________________________________________________________
 JU1707* NAD 83(1991)-  39 43 16.17819(N)    075 34 56.49160(W)     ADJUSTED  
 JU1707* NAVD 88     -        16.847  (meters)      55.27   (feet)  ADJUSTED  
 JU1707  ___________________________________________________________________
 JU1707  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JU1707  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1707  DYNAMIC HT  -          16.840 (meters)      55.25  (feet)  COMP
 JU1707  MODELED GRAV-     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
 JU1707.and adjusted in June 1991.
 JU1707
 JU1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1707
 JU1707.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000252  x   0.99999748  =   1.00000000
 JU1707!UTM  18      -   1.00000252  x   0.99963067  =   0.99963319
 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 (??/??/??)   17.199  (m)           56.43   (f) ADJUSTED    2 0
 JU1707
 JU1707.Superseded values are not recommended for survey control.
 JU1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1707.See file dsdata.txt to determine how the superseded data were derived.
 JU1707
 JU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5008896972(NAD 83)
 JU1707_MARKER: DS = TRIANGULATION STATION DISK
 JU1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1707_STAMPING: RICHARDSON 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1706 ***********************************************************************
 JU1706  DESIGNATION -  RICHARDSON RM 2
 JU1706  PID         -  JU1706
 JU1706  STATE/COUNTY-  DE/NEW CASTLE
 JU1706  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1706
 JU1706                         *CURRENT SURVEY CONTROL
 JU1706  ___________________________________________________________________
 JU1706* NAD 83(1986)-  39 43 16.5    (N)    075 34 56.5    (W)     HD_HELD2  
 JU1706* NAVD 88     -        16.827  (meters)      55.21   (feet)  ADJUSTED  
 JU1706  ___________________________________________________________________
 JU1706  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU1706  DYNAMIC HT  -          16.820 (meters)      55.18  (feet)  COMP
 JU1706  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 JU1706
 JU1706  VERT ORDER  -  FIRST     CLASS II
 JU1706
 JU1706.The horizontal coordinates were established by autonomous hand held GPS
 JU1706.observations and have an estimated accuracy of +/- 10 meters.
 JU1706
 JU1706.The orthometric height was determined by differential leveling
 JU1706.and adjusted in June 1991.
 JU1706
 JU1706.The geoid height was determined by GEOID03.
 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       -   191,093.      185,793.      MT  (+/- 10 meters HH2 GPS)
 JU1706
 JU1706                          SUPERSEDED SURVEY CONTROL
 JU1706
 JU1706  NGVD 29 (01/10/92)   17.084  (m)           56.05   (f) ADJUSTED    1 2
 JU1706
 JU1706.Superseded values are not recommended for survey control.
 JU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1706.See file dsdata.txt to determine how the superseded data were derived.
 JU1706
 JU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5008896982(NAD 83)
 JU1706_MARKER: DR = REFERENCE MARK DISK
 JU1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1706_STAMPING: RICHARDSON NO 2 1958
 JU1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1706+STABILITY: SURFACE MOTION
 JU1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1706+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 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
 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'HANDHELD COORDINATES ARE N39-43-16.50 W075-34-56.58.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2018 ***********************************************************************
 HU2018  DESIGNATION -  RIDER
 HU2018  PID         -  HU2018
 HU2018  STATE/COUNTY-  DE/SUSSEX
 HU2018  USGS QUAD   -  SHARPTOWN (1992)
 HU2018
 HU2018                         *CURRENT SURVEY CONTROL
 HU2018  ___________________________________________________________________
 HU2018* NAD 83(1991)-  38 31 05.41522(N)    075 41 53.15049(W)     ADJUSTED  
 HU2018* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 HU2018  ___________________________________________________________________
 HU2018  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HU2018  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2018
 HU2018.The geoid height was determined by GEOID03.
 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       -   1.00000359  x   1.00000242  =   1.00000601
 HU2018!SPC MD       -   1.00000359  x   0.99996921  =   0.99997280
 HU2018!UTM  18      -   1.00000359  x   0.99964561  =   0.99964920
 HU2018
 HU2018:                Primary Azimuth Mark                     Grid Az
 HU2018:SPC DE       -  RIDER AZ MK                              012 00 19.2
 HU2018:SPC MD       -  RIDER AZ MK                              011 00 46.6
 HU2018:UTM  18      -  RIDER AZ MK                              012 15 53.3
 HU2018
 HU2018|---------------------------------------------------------------------|
 HU2018| PID    Reference Object                     Distance      Geod. Az  |
 HU2018|                                                           dddmmss.s |
 HU2018| HU2799 RIDER AZ MK                         401.985 METERS 0114948.2 |
 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 22555     |
 HU2018| HU2754 SALISBURY TV STA WMDT MAST          APPROX. 3.7 KM 2405438.2 |
 HU2018| HU2029 SHARPTOWN MUNICIPAL WATER TK        APPROX. 2.8 KM 3241518.6 |
 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    3  
 HU2018
 HU2018.Superseded values are not recommended for survey control.
 HU2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2018.See file dsdata.txt to determine how the superseded data were derived.
 HU2018
 HU2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3914263541(NAD 83)
 HU2018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HU2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 --
 HU2018'THE STATION MARK, REFERENCE MARK TWO, BOUNDARY MONUMENT FOUR AND
 HU2018'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. THE
 HU2018'REFERENCE MARK ONE WAS FOUND DESTROYED.  A SHORTER DISTANCE OF
 HU2018'0.008 METERS OR 0.03 FT WAS NOTED TO REFERENCE MARK TWO. A LONGER
 HU2018'DISTANCE OF 0.023 METERS OR 0.09 FT WAS NOTED TO THE BOUNDARY
 HU2018'MONUMENT NUMBER FOUR. A DIFFERENCE IN DIRECTION OF ONE MINUTE AND
 HU2018'THIRTY ONE SECONDS WAS NOTED TO THE BOUNDARY MONUMENT. IT IS
 HU2018'BELIEVED THE BOUNDARY MONUMENT MAY HAVE SETTLED SLIGHTLY DUE TO ITS
 HU2018'LARGE SIZE. NO OTHER DIFFERENCES WERE NOTED. THE MOST RECENT
 HU2018'INFORMATION AVAILABLE WAS USED AS A REFERENCE. A COMPLETE NEW
 HU2018'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
 HU2018'WEST FOR 0.15 KM (0.1 MI) ON FOURTH STREET TO A CROSSROADS.
 HU2018'TURN LEFT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON MAIN STREET TO A
 HU2018'CROSSROADS.
 HU2018'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.15 KM (1.35 MI) ON STATE
 HU2018'HIGHWAY 348 TO A DIRT ROAD RIGHT AT THE STATE BOUNDARY.
 HU2018'TURN RIGHT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE DIRT ROAD TO
 HU2018'THE STATION ON THE LEFT.
 HU2018'
 HU2018'THE STATION IS A STANDARD NGS DISK
 HU2018'STAMPED---RIDER 1962---,
 HU2018'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 HU2018'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 HU2018'8.8 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,
 HU2018'11.9 METERS (39.0 FT) EAST FROM THE EASE SIDE OF A WOODED HEDGE
 HU2018'18.0 METERS (59.0 FT) NORTH-NORTHEAST OF A 22-INCH TREE AND
 HU2018'1.3 METERS (4.2 FT) WEST-NORTHWEST FROM A WITNESS POST.
 HU2018'
 HU2018'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HU2018'STAMPED---RIDER NO 2 1962---,
 HU2018'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 HU2018'30 CM ON SIDE PROJECTING 0.3 CM ABOVE GROUND.  LOCATED
 HU2018'25.5 METERS (83.7 FT) NORTHWEST FROM THE WITNESS POST,
 HU2018'3.1 METERS (10.3 FT) WEST FROM THE CENTER OF THE DIRT ROAD,
 HU2018'49.5 METERS (162.4 FT) NORTH FROM THE DITCH AND
 HU2018'39.9 METERS (130.9 FT) NORTH FROM THE 22-INCH TREE.
 HU2018'MARK IS 1.3 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
 HU2018'AND IT PROJECTS 0.7 METERS ABOVE THE GROUND.
 HU2018'THAT IS ---UNSTAMPED---,
 HU2018'SET INTO THE GROUND
 HU2018'2.7 METERS (8.9 FT) WEST FROM THE CENTER OF THE DIRT ROAD,
 HU2018'19.4 METERS (63.6 FT) NORTH-NORTHWEST FROM THE DITCH,
 HU2018'10.8 METERS (35.5 FT) NORTHWEST FROM THE 22-INCH TREE AND
 HU2018'15.3 METERS (50.1 FT) SOUTHWEST FROM THE WITNESS POST.
 HU2018'MARK IS 0.4 METERS ABOVE THE STATION.
 HU2018'
 HU2018'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HU2018'STAMPED---RIDER 1962---,
 HU2018'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 HU2018'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 HU2018'9.1 METERS (29.7 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY 24,
 HU2018'51.8 METERS (169.9 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 HU2018'A BUILDING,
 HU2018'0.7 METERS (2.2 FT) EAST FROM A POWERLINE POLE NUMBERED 44091 98848,
 HU2018'0.5 METERS (1.8 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 HU2018'TO REACH THE AZIMUTH FROM THE STATION,
 HU2018'GO NORTH FOR 0.4 KM (0.25 MI) ON THE DIRT ROAD TO STATE HIGHWAY 24,
 HU2018'TURN RIGHT AND GO EAST FOR 0.15 KM (0.1 MI) ON STATE HIGHWAY 24 TO
 HU2018'THE MARK ON THE RIGHT.
 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 = MARCH  2, 2009
 HU2799 ***********************************************************************
 HU2799  DESIGNATION -  RIDER AZ MK
 HU2799  PID         -  HU2799
 HU2799  STATE/COUNTY-  DE/SUSSEX
 HU2799  USGS QUAD   -  SHARPTOWN (1992)
 HU2799
 HU2799                         *CURRENT SURVEY CONTROL
 HU2799  ___________________________________________________________________
 HU2799* NAD 83(1991)-  38 31 18.17493(N)    075 41 49.74846(W)     ADJUSTED  
 HU2799* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 HU2799  ___________________________________________________________________
 HU2799  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HU2799  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU2799  HORZ ORDER  -  THIRD
 HU2799
 HU2799.The horizontal coordinates were established by classical geodetic methods
 HU2799.and adjusted by the National Geodetic Survey in January 1992.
 HU2799
 HU2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2799
 HU2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2799
 HU2799.The geoid height was determined by GEOID03.
 HU2799
 HU2799;                    North         East     Units Scale Factor Converg.
 HU2799;SPC DE       -    57,948.134   175,539.906   MT  1.00000236   -0 10 28.9
 HU2799;SPC DE       -   190,118.17    575,917.17   sFT  1.00000236   -0 10 28.9
 HU2799;SPC MD       -    95,724.498   513,609.476   MT  0.99996883   +0 49 03.8
 HU2799;SPC MD       -   314,056.12  1,685,067.09   sFT  0.99996883   +0 49 03.8
 HU2799;UTM  18      - 4,263,933.266   439,227.714   MT  0.99964548   -0 26 03.1
 HU2799
 HU2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2799!SPC DE       -   1.00000366  x   1.00000236  =   1.00000602
 HU2799!SPC MD       -   1.00000366  x   0.99996883  =   0.99997249
 HU2799!UTM  18      -   1.00000366  x   0.99964548  =   0.99964914
 HU2799
 HU2799                          SUPERSEDED SURVEY CONTROL
 HU2799
 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    3  
 HU2799
 HU2799.Superseded values are not recommended for survey control.
 HU2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2799.See file dsdata.txt to determine how the superseded data were derived.
 HU2799
 HU2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3922863933(NAD 83)
 HU2799_MARKER: DZ = AZIMUTH MARK DISK
 HU2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 HU2799+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2008
 HU2799
 HU2799  HISTORY     - Date     Condition        Report By
 HU2799  HISTORY     - 1962     MONUMENTED       CGS
 HU2799  HISTORY     - 1987     GOOD             NGS
 HU2799  HISTORY     - 20080519 GOOD             GEOCAC
 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.
 HU2799'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.
 HU2799'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.15 KM (0.1 MI) ON
 HU2799'DELAWARE STATE HIGHWAY 24 TO THE STATION ON THE RIGHT.
 HU2799'
 HU2799'THE STATION IS A STANDARD NGS DISK
 HU2799'STAMPED---RIDER 1962---,
 HU2799'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 HU2799'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 HU2799'9.1 METERS (29.7 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY 24,
 HU2799'51.8 METERS (169.9 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 HU2799'A BUILDING,
 HU2799'0.7 METERS (2.2 FT) EAST FROM A POWERLINE POLE NUMBERED 44091 98848
 HU2799'AND
 HU2799'0.5 METERS (1.8 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 HU2799
 HU2799                          STATION RECOVERY (2008)
 HU2799
 HU2799'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0959 ***********************************************************************
 DI0959  DESIGNATION -  RITTER
 DI0959  PID         -  DI0959
 DI0959  STATE/COUNTY-  DE/SUSSEX
 DI0959  USGS QUAD   -  LEWES (1991)
 DI0959
 DI0959                         *CURRENT SURVEY CONTROL
 DI0959  ___________________________________________________________________
 DI0959* NAD 83(1991)-  38 46 34.25123(N)    075 08 14.31364(W)     ADJUSTED  
 DI0959* NAVD 88     -         5.132  (meters)      16.84   (feet)  ADJUSTED  
 DI0959  ___________________________________________________________________
 DI0959  X           -   1,277,105.730 (meters)                     COMP
 DI0959  Y           -  -4,812,324.905 (meters)                     COMP
 DI0959  Z           -   3,972,957.773 (meters)                     COMP
 DI0959  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DI0959  ELLIP HEIGHT-         -30.472 (meters)          (08/09/06) ADJUSTED
 DI0959  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0959  DYNAMIC HT  -           5.129 (meters)      16.83  (feet)  COMP
 DI0959  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 DI0959
 DI0959  HORZ ORDER  -  B
 DI0959  VERT ORDER  -  SECOND    CLASS II
 DI0959  ELLP ORDER  -  FOURTH    CLASS II
 DI0959
 DI0959.The horizontal coordinates were established by GPS observations
 DI0959.and adjusted by the National Geodetic Survey in August 2006.
 DI0959
 DI0959.The orthometric height was determined by differential leveling
 DI0959.and adjusted in September 2008.
 DI0959
 DI0959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0959
 DI0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0959
 DI0959.The ellipsoidal height was determined by GPS observations
 DI0959.and is referenced to NAD 83.
 DI0959
 DI0959.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0959;SPC DE       -    86,195.691   224,275.676   MT  1.00000225   +0 10 29.8
 DI0959;SPC DE       -   282,793.70    735,811.11   sFT  1.00000225   +0 10 29.8
 DI0959;UTM  18      - 4,291,948.565   488,072.773   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|---------------------------------------------------------------------|
 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.No superseded survey control is available for this station.
 DI0959
 DI0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8807391949(NAD 83)
 DI0959_MARKER: DD = SURVEY DISK
 DI0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0959_STAMPING: RITTER 2005
 DI0959_MARK LOGO: NONE  
 DI0959_PROJECTION: FLUSH
 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 01, 2008
 DI0959
 DI0959  HISTORY     - Date     Condition        Report By
 DI0959  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0959  HISTORY     - 20080701 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1380 ***********************************************************************
 HU1380  DESIGNATION -  RIVER
 HU1380  PID         -  HU1380
 HU1380  STATE/COUNTY-  DE/SUSSEX
 HU1380  USGS QUAD   -  BETHANY BEACH (1991)
 HU1380
 HU1380                         *CURRENT SURVEY CONTROL
 HU1380  ___________________________________________________________________
 HU1380* NAD 83(1991)-  38 36 55.26799(N)    075 07 12.88757(W)     ADJUSTED  
 HU1380* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1380  ___________________________________________________________________
 HU1380  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU1380  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1380
 HU1380.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1380.See file dsdata.txt to determine how the superseded data were derived.
 HU1380
 HU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8953174100(NAD 83)
 HU1380_MARKER: DS = TRIANGULATION STATION DISK
 HU1380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1380_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1378 ***********************************************************************
 HU1378  DESIGNATION -  RIVER 2
 HU1378  PID         -  HU1378
 HU1378  STATE/COUNTY-  DE/SUSSEX
 HU1378  USGS QUAD   -  BETHANY BEACH (1991)
 HU1378
 HU1378                         *CURRENT SURVEY CONTROL
 HU1378  ___________________________________________________________________
 HU1378* NAD 83(1991)-  38 36 55.85886(N)    075 07 11.21579(W)     ADJUSTED  
 HU1378* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 HU1378  ___________________________________________________________________
 HU1378  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU1378  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1378
 HU1378.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1378
 HU1378.Superseded values are not recommended for survey control.
 HU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1378.See file dsdata.txt to determine how the superseded data were derived.
 HU1378
 HU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8957274118(NAD 83)
 HU1378_MARKER: DS = TRIANGULATION STATION DISK
 HU1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1378
 HU1378  HISTORY     - Date     Condition        Report By
 HU1378  HISTORY     - 1962     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3534 ***********************************************************************
 JU3534  DESIGNATION -  ROBINSON
 JU3534  PID         -  JU3534
 JU3534  STATE/COUNTY-  DE/KENT
 JU3534  USGS QUAD   -  MILLINGTON (1993)
 JU3534
 JU3534                         *CURRENT SURVEY CONTROL
 JU3534  ___________________________________________________________________
 JU3534* NAD 83(1991)-  39 16 17.30438(N)    075 45 26.54696(W)     ADJUSTED  
 JU3534* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 JU3534  ___________________________________________________________________
 JU3534  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JU3534  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3534
 JU3534.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 BOUNDARY MONUMENT 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    3  
 JU3534
 JU3534.Superseded values are not recommended for survey control.
 JU3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3534.See file dsdata.txt to determine how the superseded data were derived.
 JU3534
 JU3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3466947176(NAD 83)
 JU3534_MARKER: DS = TRIANGULATION STATION DISK
 JU3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3434 ***********************************************************************
 JU3434  DESIGNATION -  ROBINSON AZIMUTH MARK
 JU3434  PID         -  JU3434
 JU3434  STATE/COUNTY-  DE/KENT
 JU3434  USGS QUAD   -  CLAYTON (1993)
 JU3434
 JU3434                         *CURRENT SURVEY CONTROL
 JU3434  ___________________________________________________________________
 JU3434* NAD 83(1991)-  39 16 11.31093(N)    075 44 54.57771(W)     ADJUSTED  
 JU3434* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 JU3434  ___________________________________________________________________
 JU3434  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JU3434  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3434
 JU3434.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3434
 JU3434.Superseded values are not recommended for survey control.
 JU3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3434.See file dsdata.txt to determine how the superseded data were derived.
 JU3434
 JU3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3543346985(NAD 83)
 JU3434_MARKER: DZ = AZIMUTH MARK DISK
 JU3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1450 ***********************************************************************
 HU1450  DESIGNATION -  RODGERS 2
 HU1450  PID         -  HU1450
 HU1450  STATE/COUNTY-  DE/SUSSEX
 HU1450  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1450
 HU1450                         *CURRENT SURVEY CONTROL
 HU1450  ___________________________________________________________________
 HU1450* NAD 83(1991)-  38 28 10.53866(N)    075 04 47.77471(W)     ADJUSTED  
 HU1450* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1450  ___________________________________________________________________
 HU1450  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HU1450  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1450
 HU1450.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 HU1450.Superseded values are not recommended for survey control.
 HU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1450.See file dsdata.txt to determine how the superseded data were derived.
 HU1450
 HU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9302757923(NAD 83)
 HU1450_MARKER: Z = SEE DESCRIPTION
 HU1450_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 JU3640 ***********************************************************************
 JU3640  DESIGNATION -  RODNEY
 JU3640  PID         -  JU3640
 JU3640  STATE/COUNTY-  DE/NEW CASTLE
 JU3640  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3640
 JU3640                         *CURRENT SURVEY CONTROL
 JU3640  ___________________________________________________________________
 JU3640* NAD 83(1991)-  39 45 04.57540(N)    075 33 54.41593(W)     ADJUSTED  
 JU3640* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU3640  ___________________________________________________________________
 JU3640  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU3640  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3640
 JU3640.The geoid height was determined by GEOID03.
 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       -   1.00000050  x   0.99999699  =   0.99999749
 JU3640!SPC NJ       -   1.00000050  x   1.00000254  =   1.00000304
 JU3640!UTM  18      -   1.00000050  x   0.99962885  =   0.99962935
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3640.See file dsdata.txt to determine how the superseded data were derived.
 JU3640
 JU3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5158700304(NAD 83)
 JU3640_MARKER: DS = TRIANGULATION STATION DISK
 JU3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2569 ***********************************************************************
 JU2569  DESIGNATION -  ROGER
 JU2569  PID         -  JU2569
 JU2569  STATE/COUNTY-  DE/NEW CASTLE
 JU2569  USGS QUAD   -  DELAWARE CITY (1993)
 JU2569
 JU2569                         *CURRENT SURVEY CONTROL
 JU2569  ___________________________________________________________________
 JU2569* NAD 83(1991)-  39 35 45.78655(N)    075 34 27.13565(W)     ADJUSTED  
 JU2569* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 JU2569  ___________________________________________________________________
 JU2569  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JU2569  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2569
 JU2569.The geoid height was determined by GEOID03.
 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                          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    3  
 JU2569
 JU2569.Superseded values are not recommended for survey control.
 JU2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2569.See file dsdata.txt to determine how the superseded data were derived.
 JU2569
 JU2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5069883082(NAD 83)
 JU2569_MARKER: DD = SURVEY DISK
 JU2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1345 ***********************************************************************
 HU1345  DESIGNATION -  ROOSEVELT INLET RANGE REAR LT
 HU1345  PID         -  HU1345
 HU1345  STATE/COUNTY-  DE/SUSSEX
 HU1345  USGS QUAD   -  LEWES (1991)
 HU1345
 HU1345                         *CURRENT SURVEY CONTROL
 HU1345  ___________________________________________________________________
 HU1345* NAD 83(1991)-  38 47 15.34717(N)    075 09 44.36645(W)     ADJUSTED  
 HU1345* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 HU1345  ___________________________________________________________________
 HU1345  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HU1345  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1345
 HU1345.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1345
 HU1345  NAD 83(1986)-  38 47 15.33516(N)    075 09 44.37528(W) AD(       ) 4
 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    3  
 HU1345
 HU1345.Superseded values are not recommended for survey control.
 HU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1345.See file dsdata.txt to determine how the superseded data were derived.
 HU1345
 HU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8590293219(NAD 83)
 HU1345_MARKER: 13 = LIGHTHOUSE
 HU1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1345+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU1345
 HU1345  HISTORY     - Date     Condition        Report By
 HU1345  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1345  HISTORY     - 1969     GOOD             CGS
 HU1345  HISTORY     - 20010218 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1352 ***********************************************************************
 HU1352  DESIGNATION -  ROOSEVELT INLET S JETTY LIGHT
 HU1352  PID         -  HU1352
 HU1352  STATE/COUNTY-  DE/SUSSEX
 HU1352  USGS QUAD   -  LEWES (1991)
 HU1352
 HU1352                         *CURRENT SURVEY CONTROL
 HU1352  ___________________________________________________________________
 HU1352* NAD 83(1991)-  38 47 37.61609(N)    075 09 22.11315(W)     ADJUSTED  
 HU1352* NAVD 88     -              **(meters)            **(feet)            
 HU1352  ___________________________________________________________________
 HU1352  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HU1352  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU1352  HORZ ORDER  -  THIRD
 HU1352
 HU1352.The horizontal coordinates were established by classical geodetic methods
 HU1352.and adjusted by the National Geodetic Survey in January 1992.
 HU1352
 HU1352
 HU1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1352
 HU1352.The geoid height was determined by GEOID03.
 HU1352
 HU1352;                    North         East     Units Scale Factor Converg.
 HU1352;SPC DE       -    88,144.807   222,633.535   MT  1.00000131   +0 09 47.6
 HU1352;SPC DE       -   289,188.42    730,423.52   sFT  1.00000131   +0 09 47.6
 HU1352;UTM  18      - 4,293,904.359   486,440.181   MT  0.99960226   -0 05 52.2
 HU1352
 HU1352                          SUPERSEDED SURVEY CONTROL
 HU1352
 HU1352  NAD 83(1986)-  38 47 37.60428(N)    075 09 22.12149(W) AD(       ) 4
 HU1352  NAD 27      -  38 47 37.20323(N)    075 09 23.45493(W) AD(       ) 3
 HU1352
 HU1352.Superseded values are not recommended for survey control.
 HU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1352.See file dsdata.txt to determine how the superseded data were derived.
 HU1352
 HU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8644093904(NAD 83)
 HU1352_MARKER: 14 = NAVIGATION LIGHT
 HU1352
 HU1352  HISTORY     - Date     Condition        Report By
 HU1352  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1352  HISTORY     - 1969     GOOD             CGS
 HU1352  HISTORY     - 20010218 GOOD             USPSQD
 HU1352
 HU1352                          STATION DESCRIPTION
 HU1352
 HU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1352'THE STATION IS THE BLUE LIGHT AT THE TOP, BUT NOT THE CENTER
 HU1352'OF THE EAST ONE OF FOUR RANGE LIGHTS OF THE ROOSEVELT
 HU1352'INLET.  LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF THE
 HU1352'BUSINESS DISTRICT OF LEWES, DELAWARE, ON THE NORTHEAST END OF
 HU1352'THE SMALL CANAL RUNNING SOUTH.  THE STRUCTURE IS OF 4-STEEL
 HU1352'CHANNEL IRON LEGS WITH A BLUE LIGHT MOUNTED AT ITS APEX AND
 HU1352'NEAR THE CENTER.  THE OVERALL HEIGHT IS APPROXIMATELY 20.0
 HU1352'FEET.
 HU1352
 HU1352                          STATION RECOVERY (1969)
 HU1352
 HU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1352'STATION RECOVERED IN GOOD CONDITION.  NO EVIDENCE OR
 HU1352'INFORMATION FOUND INDICATED THAT THIS LIGHT WAS REBUILT OR
 HU1352'MOVED AFTER IT WAS LOCATED IN 1962.
 HU1352'
 HU1352'THE DESCRIPTION BY R.W.T. IN 1962 IS ADEQUATE FOR RECOVERY.
 HU1352
 HU1352                          STATION RECOVERY (2001)
 HU1352
 HU1352'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1364 ***********************************************************************
 HU1364  DESIGNATION -  ROUND
 HU1364  PID         -  HU1364
 HU1364  STATE/COUNTY-  DE/SUSSEX
 HU1364  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1364
 HU1364                         *CURRENT SURVEY CONTROL
 HU1364  ___________________________________________________________________
 HU1364* NAD 83(1991)-  38 40 41.35137(N)    075 04 16.03359(W)     ADJUSTED  
 HU1364* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 HU1364  ___________________________________________________________________
 HU1364  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 HU1364  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1364
 HU1364.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1364
 HU1364.Superseded values are not recommended for survey control.
 HU1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1364.See file dsdata.txt to determine how the superseded data were derived.
 HU1364
 HU1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9381481064(NAD 83)
 HU1364_MARKER: DS = TRIANGULATION STATION DISK
 HU1364_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 HU1362 ***********************************************************************
 HU1362  DESIGNATION -  ROUND RM 2
 HU1362  PID         -  HU1362
 HU1362  STATE/COUNTY-  DE/SUSSEX
 HU1362  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1362
 HU1362                         *CURRENT SURVEY CONTROL
 HU1362  ___________________________________________________________________
 HU1362* NAD 83(1991)-  38 40 42.00598(N)    075 04 17.55240(W)     ADJUSTED  
 HU1362* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1362  ___________________________________________________________________
 HU1362  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 HU1362  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1362
 HU1362.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1362.See file dsdata.txt to determine how the superseded data were derived.
 HU1362
 HU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9377781084(NAD 83)
 HU1362_MARKER: DR = REFERENCE MARK DISK
 HU1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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 = MARCH  2, 2009
 JU3321 ***********************************************************************
 JU3321  DESIGNATION -  RUINS
 JU3321  PID         -  JU3321
 JU3321  STATE/COUNTY-  DE/NEW CASTLE
 JU3321  USGS QUAD   -  MARCUS HOOK (1993)
 JU3321
 JU3321                         *CURRENT SURVEY CONTROL
 JU3321  ___________________________________________________________________
 JU3321* NAD 83(1991)-  39 47 34.55680(N)    075 27 31.79391(W)     ADJUSTED  
 JU3321* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3321  ___________________________________________________________________
 JU3321  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JU3321  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3321
 JU3321.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3321.See file dsdata.txt to determine how the superseded data were derived.
 JU3321
 JU3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6071604876(NAD 83)
 JU3321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3321_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3321_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 JU1390 ***********************************************************************
 JU1390  DESIGNATION -  RV 1 BORR
 JU1390  PID         -  JU1390
 JU1390  STATE/COUNTY-  DE/NEW CASTLE
 JU1390  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1390
 JU1390                         *CURRENT SURVEY CONTROL
 JU1390  ___________________________________________________________________
 JU1390* NAD 83(1986)-  39 44 03.     (N)    075 34 43.     (W)     SCALED    
 JU1390* NAVD 88     -        39.814  (meters)     130.62   (feet)  ADJUSTED  
 JU1390  ___________________________________________________________________
 JU1390  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1390  DYNAMIC HT  -          39.796 (meters)     130.56  (feet)  COMP
 JU1390  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1390
 JU1390  VERT ORDER  -  FIRST     CLASS II
 JU1390
 JU1390.The horizontal coordinates were scaled from a topographic map and have
 JU1390.an estimated accuracy of +/- 6 seconds.
 JU1390
 JU1390.The orthometric height was determined by differential leveling
 JU1390.and adjusted in June 1991.
 JU1390
 JU1390.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1390
 JU1390  NGVD 29 (??/??/??)   40.167  (m)          131.78   (f) ADJUSTED    1 2
 JU1390
 JU1390.Superseded values are not recommended for survey control.
 JU1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1390.See file dsdata.txt to determine how the superseded data were derived.
 JU1390
 JU1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504984(NAD 83)
 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 = MARCH  2, 2009
 JU1375 ***********************************************************************
 JU1375  DESIGNATION -  RV 1 RDGRR
 JU1375  PID         -  JU1375
 JU1375  STATE/COUNTY-  DE/NEW CASTLE
 JU1375  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1375
 JU1375                         *CURRENT SURVEY CONTROL
 JU1375  ___________________________________________________________________
 JU1375* NAD 83(1986)-  39 44 19.     (N)    075 33 38.     (W)     SCALED    
 JU1375* NAVD 88     -         3.221  (meters)      10.57   (feet)  ADJUSTED  
 JU1375  ___________________________________________________________________
 JU1375  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1375  DYNAMIC HT  -           3.220 (meters)      10.56  (feet)  COMP
 JU1375  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 JU1375
 JU1375  VERT ORDER  -  FIRST     CLASS II
 JU1375
 JU1375.The horizontal coordinates were scaled from a topographic map and have
 JU1375.an estimated accuracy of +/- 6 seconds.
 JU1375
 JU1375.The orthometric height was determined by differential leveling
 JU1375.and adjusted in June 1991.
 JU1375.WARNING-Repeat measurements at this control monument indicate possible
 JU1375.vertical movement.
 JU1375
 JU1375.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1375
 JU1375  NGVD 29 (01/10/92)    3.481  (m)           11.42   (f) ADJUSTED    1 2
 JU1375
 JU1375.Superseded values are not recommended for survey control.
 JU1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1375.See file dsdata.txt to determine how the superseded data were derived.
 JU1375
 JU1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ519988(NAD 83)
 JU1375_MARKER: R = RIVET
 JU1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1375_SP_SET: CULVERT
 JU1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.
 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 = MARCH  2, 2009
 JU1402 ***********************************************************************
 JU1402  DESIGNATION -  RV 10
 JU1402  PID         -  JU1402
 JU1402  STATE/COUNTY-  DE/NEW CASTLE
 JU1402  USGS QUAD   -  NEWARK EAST (1993)
 JU1402
 JU1402                         *CURRENT SURVEY CONTROL
 JU1402  ___________________________________________________________________
 JU1402* NAD 83(1986)-  39 41 57.     (N)    075 40 58.     (W)     SCALED    
 JU1402* NAVD 88     -        10.815  (meters)      35.48   (feet)  ADJUSTED  
 JU1402  ___________________________________________________________________
 JU1402  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1402  DYNAMIC HT  -          10.810 (meters)      35.47  (feet)  COMP
 JU1402  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 JU1402
 JU1402  VERT ORDER  -  FIRST     CLASS II
 JU1402
 JU1402.The horizontal coordinates were scaled from a topographic map and have
 JU1402.an estimated accuracy of +/- 6 seconds.
 JU1402
 JU1402.The orthometric height was determined by differential leveling
 JU1402.and adjusted in June 1991.
 JU1402
 JU1402.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1402
 JU1402  NGVD 29 (??/??/??)   11.164  (m)           36.63   (f) ADJUSTED    1 2
 JU1402
 JU1402.Superseded values are not recommended for survey control.
 JU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1402.See file dsdata.txt to determine how the superseded data were derived.
 JU1402
 JU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ414945(NAD 83)
 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 = MARCH  2, 2009
 JU1526 ***********************************************************************
 JU1526  DESIGNATION -  RV 10 RDGRR
 JU1526  PID         -  JU1526
 JU1526  STATE/COUNTY-  DE/NEW CASTLE
 JU1526  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1526
 JU1526                         *CURRENT SURVEY CONTROL
 JU1526  ___________________________________________________________________
 JU1526* NAD 83(1986)-  39 47 11.     (N)    075 35 23.     (W)     SCALED    
 JU1526* NAVD 88     -        82.049  (meters)     269.19   (feet)  ADJUSTED  
 JU1526  ___________________________________________________________________
 JU1526  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU1526  DYNAMIC HT  -          82.012 (meters)     269.07  (feet)  COMP
 JU1526  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 JU1526
 JU1526  VERT ORDER  -  SECOND    CLASS 0
 JU1526
 JU1526.The horizontal coordinates were scaled from a topographic map and have
 JU1526.an estimated accuracy of +/- 6 seconds.
 JU1526
 JU1526.The orthometric height was determined by differential leveling
 JU1526.and adjusted in June 1991.
 JU1526
 JU1526.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1526
 JU1526  NGVD 29 (??/??/??)   82.357  (m)          270.20   (f) ADJUSTED    2 0
 JU1526
 JU1526.Superseded values are not recommended for survey control.
 JU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1526.See file dsdata.txt to determine how the superseded data were derived.
 JU1526
 JU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK495042(NAD 83)
 JU1526_MARKER: R = RIVET
 JU1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1526_SP_SET: WELL WALL
 JU1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JU1526                          STATION DESCRIPTION
 JU1526
 JU1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1526'AT MONTCHANIN.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1525 ***********************************************************************
 JU1525  DESIGNATION -  RV 11 RDGRR
 JU1525  PID         -  JU1525
 JU1525  STATE/COUNTY-  DE/NEW CASTLE
 JU1525  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1525
 JU1525                         *CURRENT SURVEY CONTROL
 JU1525  ___________________________________________________________________
 JU1525* NAD 83(1986)-  39 47 29.     (N)    075 35 15.     (W)     SCALED    
 JU1525* NAVD 88     -        87.294  (meters)     286.40   (feet)  ADJUSTED  
 JU1525  ___________________________________________________________________
 JU1525  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU1525  DYNAMIC HT  -          87.254 (meters)     286.27  (feet)  COMP
 JU1525  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU1525
 JU1525  VERT ORDER  -  SECOND    CLASS 0
 JU1525
 JU1525.The horizontal coordinates were scaled from a topographic map and have
 JU1525.an estimated accuracy of +/- 6 seconds.
 JU1525
 JU1525.The orthometric height was determined by differential leveling
 JU1525.and adjusted in June 1991.
 JU1525
 JU1525.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1525
 JU1525  NGVD 29 (??/??/??)   87.599  (m)          287.40   (f) ADJUSTED    2 0
 JU1525
 JU1525.Superseded values are not recommended for survey control.
 JU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1525.See file dsdata.txt to determine how the superseded data were derived.
 JU1525
 JU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK496047(NAD 83)
 JU1525_MARKER: R = RIVET
 JU1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1525_SP_SET: CONC HALL SIGNAL BASE
 JU1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.
 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 = MARCH  2, 2009
 JU1523 ***********************************************************************
 JU1523  DESIGNATION -  RV 13 RDGRR
 JU1523  PID         -  JU1523
 JU1523  STATE/COUNTY-  DE/NEW CASTLE
 JU1523  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1523
 JU1523                         *CURRENT SURVEY CONTROL
 JU1523  ___________________________________________________________________
 JU1523* NAD 83(1986)-  39 48 27.     (N)    075 35 21.     (W)     SCALED    
 JU1523* NAVD 88     -        82.634  (meters)     271.11   (feet)  ADJUSTED  
 JU1523  ___________________________________________________________________
 JU1523  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU1523  DYNAMIC HT  -          82.596 (meters)     270.98  (feet)  COMP
 JU1523  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 JU1523
 JU1523  VERT ORDER  -  SECOND    CLASS 0
 JU1523
 JU1523.The horizontal coordinates were scaled from a topographic map and have
 JU1523.an estimated accuracy of +/- 6 seconds.
 JU1523
 JU1523.The orthometric height was determined by differential leveling
 JU1523.and adjusted in June 1991.
 JU1523
 JU1523.The geoid height was determined by GEOID03.
 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       -   200,670.      185,230.      MT  (+/- 180 meters Scaled)
 JU1523
 JU1523                          SUPERSEDED SURVEY CONTROL
 JU1523
 JU1523  NGVD 29 (??/??/??)   82.938  (m)          272.11   (f) ADJUSTED    2 0
 JU1523
 JU1523.Superseded values are not recommended for survey control.
 JU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1523.See file dsdata.txt to determine how the superseded data were derived.
 JU1523
 JU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK495065(NAD 83)
 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 - April 18, 2006
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1522 ***********************************************************************
 JU1522  DESIGNATION -  RV 14
 JU1522  PID         -  JU1522
 JU1522  STATE/COUNTY-  DE/NEW CASTLE
 JU1522  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1522
 JU1522                         *CURRENT SURVEY CONTROL
 JU1522  ___________________________________________________________________
 JU1522* NAD 83(1986)-  39 48 51.     (N)    075 35 11.     (W)     SCALED    
 JU1522* NAVD 88     -        81.266  (meters)     266.62   (feet)  ADJUSTED  
 JU1522  ___________________________________________________________________
 JU1522  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU1522  DYNAMIC HT  -          81.229 (meters)     266.50  (feet)  COMP
 JU1522  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 JU1522
 JU1522  VERT ORDER  -  SECOND    CLASS 0
 JU1522
 JU1522.The horizontal coordinates were scaled from a topographic map and have
 JU1522.an estimated accuracy of +/- 6 seconds.
 JU1522
 JU1522.The orthometric height was determined by differential leveling
 JU1522.and adjusted in June 1991.
 JU1522
 JU1522.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1522
 JU1522  NGVD 29 (??/??/??)   81.571  (m)          267.62   (f) ADJUSTED    2 0
 JU1522
 JU1522.Superseded values are not recommended for survey control.
 JU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1522.See file dsdata.txt to determine how the superseded data were derived.
 JU1522
 JU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK498072(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1521 ***********************************************************************
 JU1521  DESIGNATION -  RV 15 RDGRR
 JU1521  PID         -  JU1521
 JU1521  STATE/COUNTY-  DE/NEW CASTLE
 JU1521  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1521
 JU1521                         *CURRENT SURVEY CONTROL
 JU1521  ___________________________________________________________________
 JU1521* NAD 83(1986)-  39 49 15.     (N)    075 35 01.     (W)     SCALED    
 JU1521* NAVD 88     -        78.103  (meters)     256.24   (feet)  ADJUSTED  
 JU1521  ___________________________________________________________________
 JU1521  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU1521  DYNAMIC HT  -          78.067 (meters)     256.12  (feet)  COMP
 JU1521  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 JU1521
 JU1521  VERT ORDER  -  SECOND    CLASS 0
 JU1521
 JU1521.The horizontal coordinates were scaled from a topographic map and have
 JU1521.an estimated accuracy of +/- 6 seconds.
 JU1521
 JU1521.The orthometric height was determined by differential leveling
 JU1521.and adjusted in June 1991.
 JU1521
 JU1521.The geoid height was determined by GEOID03.
 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       -   202,150.      185,710.      MT  (+/- 180 meters Scaled)
 JU1521
 JU1521                          SUPERSEDED SURVEY CONTROL
 JU1521
 JU1521  NGVD 29 (??/??/??)   78.408  (m)          257.24   (f) ADJUSTED    2 0
 JU1521
 JU1521.Superseded values are not recommended for survey control.
 JU1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1521.See file dsdata.txt to determine how the superseded data were derived.
 JU1521
 JU1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK500080(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1520 ***********************************************************************
 JU1520  DESIGNATION -  RV 16 RDGRR
 JU1520  PID         -  JU1520
 JU1520  STATE/COUNTY-  DE/NEW CASTLE
 JU1520  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1520
 JU1520                         *CURRENT SURVEY CONTROL
 JU1520  ___________________________________________________________________
 JU1520* NAD 83(1986)-  39 49 57.     (N)    075 35 08.     (W)     SCALED    
 JU1520* NAVD 88     -        65.880  (meters)     216.14   (feet)  ADJUSTED  
 JU1520  ___________________________________________________________________
 JU1520  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU1520  DYNAMIC HT  -          65.849 (meters)     216.04  (feet)  COMP
 JU1520  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 JU1520
 JU1520  VERT ORDER  -  SECOND    CLASS 0
 JU1520
 JU1520.The horizontal coordinates were scaled from a topographic map and have
 JU1520.an estimated accuracy of +/- 6 seconds.
 JU1520
 JU1520.The orthometric height was determined by differential leveling
 JU1520.and adjusted in June 1991.
 JU1520
 JU1520.The geoid height was determined by GEOID03.
 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       -   203,450.      185,540.      MT  (+/- 180 meters Scaled)
 JU1520
 JU1520                          SUPERSEDED SURVEY CONTROL
 JU1520
 JU1520  NGVD 29 (??/??/??)   66.187  (m)          217.15   (f) ADJUSTED    2 0
 JU1520
 JU1520.Superseded values are not recommended for survey control.
 JU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1520.See file dsdata.txt to determine how the superseded data were derived.
 JU1520
 JU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK498093(NAD 83)
 JU1520_MARKER: R = RIVET
 JU1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1520_SP_SET: CULVERT
 JU1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JU1520                          STATION DESCRIPTION
 JU1520
 JU1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1520'AT GRANOGUE.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1624 ***********************************************************************
 JU1624  DESIGNATION -  RV 17
 JU1624  PID         -  JU1624
 JU1624  STATE/COUNTY-  DE/NEW CASTLE
 JU1624  USGS QUAD   -  NEWARK WEST (1992)
 JU1624
 JU1624                         *CURRENT SURVEY CONTROL
 JU1624  ___________________________________________________________________
 JU1624* NAD 83(1986)-  39 40 33.     (N)    075 46 27.     (W)     SCALED    
 JU1624* NAVD 88     -        38.389  (meters)     125.95   (feet)  ADJUSTED  
 JU1624  ___________________________________________________________________
 JU1624  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU1624  DYNAMIC HT  -          38.371 (meters)     125.89  (feet)  COMP
 JU1624  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 JU1624
 JU1624  VERT ORDER  -  FIRST     CLASS II
 JU1624
 JU1624.The horizontal coordinates were scaled from a topographic map and have
 JU1624.an estimated accuracy of +/- 6 seconds.
 JU1624
 JU1624.The orthometric height was determined by differential leveling
 JU1624.and adjusted in June 1991.
 JU1624
 JU1624.The geoid height was determined by GEOID03.
 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       -   186,100.      169,330.      MT  (+/- 180 meters Scaled)
 JU1624
 JU1624                          SUPERSEDED SURVEY CONTROL
 JU1624
 JU1624  NGVD 29 (??/??/??)   38.735  (m)          127.08   (f) ADJUSTED    1 2
 JU1624
 JU1624.Superseded values are not recommended for survey control.
 JU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1624.See file dsdata.txt to determine how the superseded data were derived.
 JU1624
 JU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ336920(NAD 83)
 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 - December 29, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1519 ***********************************************************************
 JU1519  DESIGNATION -  RV 17 RDGRR
 JU1519  PID         -  JU1519
 JU1519  STATE/COUNTY-  DE/NEW CASTLE
 JU1519  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1519
 JU1519                         *CURRENT SURVEY CONTROL
 JU1519  ___________________________________________________________________
 JU1519* NAD 83(1986)-  39 50 16.     (N)    075 35 04.     (W)     SCALED    
 JU1519* NAVD 88     -        60.113  (meters)     197.22   (feet)  ADJUSTED  
 JU1519  ___________________________________________________________________
 JU1519  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU1519  DYNAMIC HT  -          60.085 (meters)     197.13  (feet)  COMP
 JU1519  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 JU1519
 JU1519  VERT ORDER  -  SECOND    CLASS 0
 JU1519
 JU1519.The horizontal coordinates were scaled from a topographic map and have
 JU1519.an estimated accuracy of +/- 6 seconds.
 JU1519
 JU1519.The orthometric height was determined by differential leveling
 JU1519.and adjusted in June 1991.
 JU1519
 JU1519.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1519
 JU1519  NGVD 29 (??/??/??)   60.420  (m)          198.23   (f) ADJUSTED    2 0
 JU1519
 JU1519.Superseded values are not recommended for survey control.
 JU1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1519.See file dsdata.txt to determine how the superseded data were derived.
 JU1519
 JU1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK499099(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1518 ***********************************************************************
 JU1518  DESIGNATION -  RV 18 RDGRR
 JU1518  PID         -  JU1518
 JU1518  STATE/COUNTY-  DE/NEW CASTLE
 JU1518  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1518
 JU1518                         *CURRENT SURVEY CONTROL
 JU1518  ___________________________________________________________________
 JU1518* NAD 83(1986)-  39 50 15.     (N)    075 35 52.     (W)     SCALED    
 JU1518* NAVD 88     -        49.789  (meters)     163.35   (feet)  ADJUSTED  
 JU1518  ___________________________________________________________________
 JU1518  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1518  DYNAMIC HT  -          49.766 (meters)     163.27  (feet)  COMP
 JU1518  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 JU1518
 JU1518  VERT ORDER  -  SECOND    CLASS 0
 JU1518
 JU1518.The horizontal coordinates were scaled from a topographic map and have
 JU1518.an estimated accuracy of +/- 6 seconds.
 JU1518
 JU1518.The orthometric height was determined by differential leveling
 JU1518.and adjusted in June 1991.
 JU1518
 JU1518.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1518
 JU1518  NGVD 29 (??/??/??)   50.098  (m)          164.36   (f) ADJUSTED    2 0
 JU1518
 JU1518.Superseded values are not recommended for survey control.
 JU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1518.See file dsdata.txt to determine how the superseded data were derived.
 JU1518
 JU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488098(NAD 83)
 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 = MARCH  2, 2009
 JU1807 ***********************************************************************
 JU1807  DESIGNATION -  RV 1=TIDAL BM
 JU1807  PID         -  JU1807
 JU1807  STATE/COUNTY-  DE/NEW CASTLE
 JU1807  USGS QUAD   -  DELAWARE CITY (1993)
 JU1807
 JU1807                         *CURRENT SURVEY CONTROL
 JU1807  ___________________________________________________________________
 JU1807* NAD 83(1986)-  39 32 25.     (N)    075 34 47.     (W)     SCALED    
 JU1807* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 JU1807  ___________________________________________________________________
 JU1807  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU1807  DYNAMIC HT  -           2.032 (meters)       6.67  (feet)  COMP
 JU1807  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 JU1807
 JU1807  VERT ORDER  -  FIRST     CLASS I
 JU1807
 JU1807.The horizontal coordinates were scaled from a topographic map and have
 JU1807.an estimated accuracy of +/- 6 seconds.
 JU1807
 JU1807.The orthometric height was determined by differential leveling
 JU1807.and adjusted in June 1991.
 JU1807.WARNING-Repeat measurements at this control monument indicate possible
 JU1807.vertical movement.
 JU1807
 JU1807.The geoid height was determined by GEOID03.
 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       -   171,000.      185,980.      MT  (+/- 180 meters Scaled)
 JU1807
 JU1807                          SUPERSEDED SURVEY CONTROL
 JU1807
 JU1807  NGVD 29 (01/10/92)    2.323  (m)            7.62   (f) ADJUSTED    1 1
 JU1807
 JU1807.Superseded values are not recommended for survey control.
 JU1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1807.See file dsdata.txt to determine how the superseded data were derived.
 JU1807
 JU1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501768(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1391 ***********************************************************************
 JU1391  DESIGNATION -  RV 2 BORR
 JU1391  PID         -  JU1391
 JU1391  STATE/COUNTY-  DE/NEW CASTLE
 JU1391  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1391
 JU1391                         *CURRENT SURVEY CONTROL
 JU1391  ___________________________________________________________________
 JU1391* NAD 83(1986)-  39 44 09.     (N)    075 34 45.     (W)     SCALED    
 JU1391* NAVD 88     -        30.930  (meters)     101.48   (feet)  ADJUSTED  
 JU1391  ___________________________________________________________________
 JU1391  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU1391  DYNAMIC HT  -          30.916 (meters)     101.43  (feet)  COMP
 JU1391  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 JU1391
 JU1391  VERT ORDER  -  FIRST     CLASS II
 JU1391
 JU1391.The horizontal coordinates were scaled from a topographic map and have
 JU1391.an estimated accuracy of +/- 6 seconds.
 JU1391
 JU1391.The orthometric height was determined by differential leveling
 JU1391.and adjusted in June 1991.
 JU1391
 JU1391.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1391
 JU1391  NGVD 29 (??/??/??)   31.282  (m)          102.63   (f) ADJUSTED    1 2
 JU1391
 JU1391.Superseded values are not recommended for survey control.
 JU1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1391.See file dsdata.txt to determine how the superseded data were derived.
 JU1391
 JU1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503985(NAD 83)
 JU1391_MARKER: R = RIVET
 JU1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1391_SP_SET: CULVERT
 JU1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1810 ***********************************************************************
 JU1810  DESIGNATION -  RV 2=TIDAL BM
 JU1810  PID         -  JU1810
 JU1810  STATE/COUNTY-  DE/NEW CASTLE
 JU1810  USGS QUAD   -  DELAWARE CITY (1993)
 JU1810
 JU1810                         *CURRENT SURVEY CONTROL
 JU1810  ___________________________________________________________________
 JU1810* NAD 83(1986)-  39 31 22.     (N)    075 34 40.     (W)     SCALED    
 JU1810* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 JU1810  ___________________________________________________________________
 JU1810  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU1810  DYNAMIC HT  -           1.723 (meters)       5.65  (feet)  COMP
 JU1810  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 JU1810
 JU1810  VERT ORDER  -  FIRST     CLASS I
 JU1810
 JU1810.The horizontal coordinates were scaled from a topographic map and have
 JU1810.an estimated accuracy of +/- 6 seconds.
 JU1810
 JU1810.The orthometric height was determined by differential leveling
 JU1810.and adjusted in June 1991.
 JU1810
 JU1810.The geoid height was determined by GEOID03.
 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       -   169,060.      186,150.      MT  (+/- 180 meters Scaled)
 JU1810
 JU1810                          SUPERSEDED SURVEY CONTROL
 JU1810
 JU1810  NGVD 29 (01/10/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 JU1810
 JU1810.Superseded values are not recommended for survey control.
 JU1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1810.See file dsdata.txt to determine how the superseded data were derived.
 JU1810
 JU1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503749(NAD 83)
 JU1810_MARKER: DJ = TIDAL STATION DISK
 JU1810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1810_SP_SET: GUARD RAIL
 JU1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1535 ***********************************************************************
 JU1535  DESIGNATION -  RV 3
 JU1535  PID         -  JU1535
 JU1535  STATE/COUNTY-  DE/NEW CASTLE
 JU1535  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1535
 JU1535                         *CURRENT SURVEY CONTROL
 JU1535  ___________________________________________________________________
 JU1535* NAD 83(1986)-  39 43 38.     (N)    075 34 22.     (W)     SCALED    
 JU1535* NAVD 88     -         3.111  (meters)      10.21   (feet)  ADJUSTED  
 JU1535  ___________________________________________________________________
 JU1535  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1535  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 JU1535  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 JU1535
 JU1535  VERT ORDER  -  SECOND    CLASS 0
 JU1535
 JU1535.The horizontal coordinates were scaled from a topographic map and have
 JU1535.an estimated accuracy of +/- 6 seconds.
 JU1535
 JU1535.The orthometric height was determined by differential leveling
 JU1535.and adjusted in June 1991.
 JU1535
 JU1535.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1535
 JU1535  NGVD 29 (??/??/??)    3.459  (m)           11.35   (f) ADJUSTED    2 0
 JU1535
 JU1535.Superseded values are not recommended for survey control.
 JU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1535.See file dsdata.txt to determine how the superseded data were derived.
 JU1535
 JU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509976(NAD 83)
 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 = MARCH  2, 2009
 JU1394 ***********************************************************************
 JU1394  DESIGNATION -  RV 3 BORR
 JU1394  PID         -  JU1394
 JU1394  STATE/COUNTY-  DE/NEW CASTLE
 JU1394  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1394
 JU1394                         *CURRENT SURVEY CONTROL
 JU1394  ___________________________________________________________________
 JU1394* NAD 83(1986)-  39 44 02.     (N)    075 35 35.     (W)     SCALED    
 JU1394* NAVD 88     -        21.309  (meters)      69.91   (feet)  ADJUSTED  
 JU1394  ___________________________________________________________________
 JU1394  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU1394  DYNAMIC HT  -          21.299 (meters)      69.88  (feet)  COMP
 JU1394  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 JU1394
 JU1394  VERT ORDER  -  FIRST     CLASS II
 JU1394
 JU1394.The horizontal coordinates were scaled from a topographic map and have
 JU1394.an estimated accuracy of +/- 6 seconds.
 JU1394
 JU1394.The orthometric height was determined by differential leveling
 JU1394.and adjusted in June 1991.
 JU1394
 JU1394.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1394
 JU1394  NGVD 29 (??/??/??)   21.663  (m)           71.07   (f) ADJUSTED    1 2
 JU1394
 JU1394.Superseded values are not recommended for survey control.
 JU1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1394.See file dsdata.txt to determine how the superseded data were derived.
 JU1394
 JU1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ491983(NAD 83)
 JU1394_MARKER: R = RIVET
 JU1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1394_SP_SET: CULVERT ABUTMENT
 JU1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1534 ***********************************************************************
 JU1534  DESIGNATION -  RV 4
 JU1534  PID         -  JU1534
 JU1534  STATE/COUNTY-  DE/NEW CASTLE
 JU1534  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1534
 JU1534                         *CURRENT SURVEY CONTROL
 JU1534  ___________________________________________________________________
 JU1534* NAD 83(1986)-  39 43 59.     (N)    075 34 42.     (W)     SCALED    
 JU1534* NAVD 88     -        14.079  (meters)      46.19   (feet)  ADJUSTED  
 JU1534  ___________________________________________________________________
 JU1534  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1534  DYNAMIC HT  -          14.073 (meters)      46.17  (feet)  COMP
 JU1534  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 JU1534
 JU1534  VERT ORDER  -  SECOND    CLASS 0
 JU1534
 JU1534.The horizontal coordinates were scaled from a topographic map and have
 JU1534.an estimated accuracy of +/- 6 seconds.
 JU1534
 JU1534.The orthometric height was determined by differential leveling
 JU1534.and adjusted in June 1991.
 JU1534
 JU1534.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1534
 JU1534  NGVD 29 (??/??/??)   14.424  (m)           47.32   (f) ADJUSTED    2 0
 JU1534
 JU1534.Superseded values are not recommended for survey control.
 JU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1534.See file dsdata.txt to determine how the superseded data were derived.
 JU1534
 JU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504982(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1532 ***********************************************************************
 JU1532  DESIGNATION -  RV 6
 JU1532  PID         -  JU1532
 JU1532  STATE/COUNTY-  DE/NEW CASTLE
 JU1532  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1532
 JU1532                         *CURRENT SURVEY CONTROL
 JU1532  ___________________________________________________________________
 JU1532* NAD 83(1986)-  39 44 54.     (N)    075 35 44.     (W)     SCALED    
 JU1532* NAVD 88     -        40.350  (meters)     132.38   (feet)  ADJUSTED  
 JU1532  ___________________________________________________________________
 JU1532  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU1532  DYNAMIC HT  -          40.332 (meters)     132.32  (feet)  COMP
 JU1532  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 JU1532
 JU1532  VERT ORDER  -  SECOND    CLASS 0
 JU1532
 JU1532.The horizontal coordinates were scaled from a topographic map and have
 JU1532.an estimated accuracy of +/- 6 seconds.
 JU1532
 JU1532.The orthometric height was determined by differential leveling
 JU1532.and adjusted in June 1991.
 JU1532
 JU1532.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1532
 JU1532  NGVD 29 (??/??/??)   40.682  (m)          133.47   (f) ADJUSTED    2 0
 JU1532
 JU1532.Superseded values are not recommended for survey control.
 JU1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1532.See file dsdata.txt to determine how the superseded data were derived.
 JU1532
 JU1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ489999(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1531 ***********************************************************************
 JU1531  DESIGNATION -  RV 7 RDGRR
 JU1531  PID         -  JU1531
 JU1531  STATE/COUNTY-  DE/NEW CASTLE
 JU1531  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1531
 JU1531                         *CURRENT SURVEY CONTROL
 JU1531  ___________________________________________________________________
 JU1531* NAD 83(1986)-  39 45 12.     (N)    075 35 27.     (W)     SCALED    
 JU1531* NAVD 88     -        48.875  (meters)     160.35   (feet)  ADJUSTED  
 JU1531  ___________________________________________________________________
 JU1531  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU1531  DYNAMIC HT  -          48.853 (meters)     160.28  (feet)  COMP
 JU1531  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 JU1531
 JU1531  VERT ORDER  -  SECOND    CLASS 0
 JU1531
 JU1531.The horizontal coordinates were scaled from a topographic map and have
 JU1531.an estimated accuracy of +/- 6 seconds.
 JU1531
 JU1531.The orthometric height was determined by differential leveling
 JU1531.and adjusted in June 1991.
 JU1531
 JU1531.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1531
 JU1531  NGVD 29 (??/??/??)   49.204  (m)          161.43   (f) ADJUSTED    2 0
 JU1531
 JU1531.Superseded values are not recommended for survey control.
 JU1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1531.See file dsdata.txt to determine how the superseded data were derived.
 JU1531
 JU1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK493005(NAD 83)
 JU1531_MARKER: R = RIVET
 JU1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1531_SP_SET: FLASHER SIGNAL BASE
 JU1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JU1531                          STATION DESCRIPTION
 JU1531
 JU1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1531'AT SILVERBROOK.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1530 ***********************************************************************
 JU1530  DESIGNATION -  RV 8
 JU1530  PID         -  JU1530
 JU1530  STATE/COUNTY-  DE/NEW CASTLE
 JU1530  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1530
 JU1530                         *CURRENT SURVEY CONTROL
 JU1530  ___________________________________________________________________
 JU1530* NAD 83(1986)-  39 46 07.     (N)    075 35 51.     (W)     SCALED    
 JU1530* NAVD 88     -        67.509  (meters)     221.49   (feet)  ADJUSTED  
 JU1530  ___________________________________________________________________
 JU1530  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU1530  DYNAMIC HT  -          67.478 (meters)     221.38  (feet)  COMP
 JU1530  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 JU1530
 JU1530  VERT ORDER  -  SECOND    CLASS 0
 JU1530
 JU1530.The horizontal coordinates were scaled from a topographic map and have
 JU1530.an estimated accuracy of +/- 6 seconds.
 JU1530
 JU1530.The orthometric height was determined by differential leveling
 JU1530.and adjusted in June 1991.
 JU1530
 JU1530.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1530
 JU1530  NGVD 29 (??/??/??)   67.826  (m)          222.53   (f) ADJUSTED    2 0
 JU1530
 JU1530.Superseded values are not recommended for survey control.
 JU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1530.See file dsdata.txt to determine how the superseded data were derived.
 JU1530
 JU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488022(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1527 ***********************************************************************
 JU1527  DESIGNATION -  RV 9 RDGRR
 JU1527  PID         -  JU1527
 JU1527  STATE/COUNTY-  DE/NEW CASTLE
 JU1527  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1527
 JU1527                         *CURRENT SURVEY CONTROL
 JU1527  ___________________________________________________________________
 JU1527* NAD 83(1986)-  39 46 42.     (N)    075 35 52.     (W)     SCALED    
 JU1527* NAVD 88     -        78.814  (meters)     258.58   (feet)  ADJUSTED  
 JU1527  ___________________________________________________________________
 JU1527  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU1527  DYNAMIC HT  -          78.779 (meters)     258.46  (feet)  COMP
 JU1527  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 JU1527
 JU1527  VERT ORDER  -  SECOND    CLASS 0
 JU1527
 JU1527.The horizontal coordinates were scaled from a topographic map and have
 JU1527.an estimated accuracy of +/- 6 seconds.
 JU1527
 JU1527.The orthometric height was determined by differential leveling
 JU1527.and adjusted in June 1991.
 JU1527
 JU1527.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1527
 JU1527  NGVD 29 (??/??/??)   79.125  (m)          259.60   (f) ADJUSTED    2 0
 JU1527
 JU1527.Superseded values are not recommended for survey control.
 JU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1527.See file dsdata.txt to determine how the superseded data were derived.
 JU1527
 JU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488033(NAD 83)
 JU1527_MARKER: R = RIVET
 JU1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1527_SP_SET: FLASHER SIGNAL BASE
 JU1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JU1527                          STATION DESCRIPTION
 JU1527
 JU1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1527'AT GREENVILLE.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1073 ***********************************************************************
 JU1073  DESIGNATION -  S 1
 JU1073  PID         -  JU1073
 JU1073  STATE/COUNTY-  DE/NEW CASTLE
 JU1073  USGS QUAD   -  MIDDLETOWN (1993)
 JU1073
 JU1073                         *CURRENT SURVEY CONTROL
 JU1073  ___________________________________________________________________
 JU1073* NAD 83(1986)-  39 23 20.     (N)    075 41 29.     (W)     SCALED    
 JU1073* NAVD 88     -        19.769  (meters)      64.86   (feet)  ADJUSTED  
 JU1073  ___________________________________________________________________
 JU1073  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU1073  DYNAMIC HT  -          19.759 (meters)      64.83  (feet)  COMP
 JU1073  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 JU1073
 JU1073  VERT ORDER  -  FIRST     CLASS I
 JU1073
 JU1073.The horizontal coordinates were scaled from a topographic map and have
 JU1073.an estimated accuracy of +/- 6 seconds.
 JU1073
 JU1073.The orthometric height was determined by differential leveling
 JU1073.and adjusted in June 1991.
 JU1073
 JU1073.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1073
 JU1073  NGVD 29 (??/??/??)   20.010  (m)           65.65   (f) ADJUSTED    1 1
 JU1073
 JU1073.Superseded values are not recommended for survey control.
 JU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1073.See file dsdata.txt to determine how the superseded data were derived.
 JU1073
 JU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ404601(NAD 83)
 JU1073_MARKER: DB = BENCH MARK DISK
 JU1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1073_STAMPING: 66.096 S 1 1931
 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 = MARCH  2, 2009
 JU1251 ***********************************************************************
 JU1251  DESIGNATION -  S 14
 JU1251  PID         -  JU1251
 JU1251  STATE/COUNTY-  DE/NEW CASTLE
 JU1251  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1251
 JU1251                         *CURRENT SURVEY CONTROL
 JU1251  ___________________________________________________________________
 JU1251* NAD 83(1986)-  39 23 42.     (N)    075 34 44.     (W)     SCALED    
 JU1251* NAVD 88     -         4.622  (meters)      15.16   (feet)  ADJUSTED  
 JU1251  ___________________________________________________________________
 JU1251  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU1251  DYNAMIC HT  -           4.619 (meters)      15.15  (feet)  COMP
 JU1251  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 JU1251
 JU1251  VERT ORDER  -  THIRD
 JU1251
 JU1251.The horizontal coordinates were scaled from a topographic map and have
 JU1251.an estimated accuracy of +/- 6 seconds.
 JU1251
 JU1251.The orthometric height was determined by differential leveling
 JU1251.and adjusted in June 1991.
 JU1251
 JU1251.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1251
 JU1251  NGVD 29 (??/??/??)    4.841  (m)           15.88   (f) ADJUSTED    3 0
 JU1251
 JU1251.Superseded values are not recommended for survey control.
 JU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1251.See file dsdata.txt to determine how the superseded data were derived.
 JU1251
 JU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501607(NAD 83)
 JU1251_MARKER: DB = BENCH MARK DISK
 JU1251_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1251+WITH SETTING: INTO GROUND
 JU1251_STAMPING: S 14 1946
 JU1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1251+STABILITY: SURFACE MOTION
 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 = MARCH  2, 2009
 HU0064 ***********************************************************************
 HU0064  DESIGNATION -  S 2
 HU0064  PID         -  HU0064
 HU0064  STATE/COUNTY-  DE/SUSSEX
 HU0064  USGS QUAD   -  MILTON (1992)
 HU0064
 HU0064                         *CURRENT SURVEY CONTROL
 HU0064  ___________________________________________________________________
 HU0064* NAD 83(1986)-  38 47 04.     (N)    075 21 27.     (W)     SCALED    
 HU0064* NAVD 88     -        12.142  (meters)      39.84   (feet)  ADJUSTED  
 HU0064  ___________________________________________________________________
 HU0064  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 HU0064  DYNAMIC HT  -          12.134 (meters)      39.81  (feet)  COMP
 HU0064  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 HU0064
 HU0064  VERT ORDER  -  FIRST     CLASS II
 HU0064
 HU0064.The horizontal coordinates were scaled from a topographic map and have
 HU0064.an estimated accuracy of +/- 6 seconds.
 HU0064
 HU0064.The orthometric height was determined by differential leveling
 HU0064.and adjusted in June 1991.
 HU0064
 HU0064.The geoid height was determined by GEOID03.
 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       -    87,080.      205,140.      MT  (+/- 180 meters Scaled)
 HU0064
 HU0064                          SUPERSEDED SURVEY CONTROL
 HU0064
 HU0064  NGVD 29 (??/??/??)   12.386  (m)           40.64   (f) ADJUSTED    1 2
 HU0064
 HU0064.Superseded values are not recommended for survey control.
 HU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0064.See file dsdata.txt to determine how the superseded data were derived.
 HU0064
 HU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH689929(NAD 83)
 HU0064_MARKER: DB = BENCH MARK DISK
 HU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0064_STAMPING: S 2 1931 41.109
 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 - August 28, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1479 ***********************************************************************
 JU1479  DESIGNATION -  S 21
 JU1479  PID         -  JU1479
 JU1479  STATE/COUNTY-  DE/NEW CASTLE
 JU1479  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1479
 JU1479                         *CURRENT SURVEY CONTROL
 JU1479  ___________________________________________________________________
 JU1479* NAD 83(1986)-  39 44 15.     (N)    075 31 08.     (W)     SCALED    
 JU1479* NAVD 88     -         3.246  (meters)      10.65   (feet)  POSTED    
 JU1479  ___________________________________________________________________
 JU1479  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1479  DYNAMIC HT  -           3.240 (meters)      10.63  (feet)  COMP
 JU1479  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 JU1479
 JU1479  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1479
 JU1479.The horizontal coordinates were scaled from a topographic 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  in 1992.
 JU1479.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1479.rate of 2.1 thru 3.0 mm/km.
 JU1479
 JU1479.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1479
 JU1479  NGVD 29 (??/??/??)    3.607  (m)           11.83   (f) ADJUSTED    2 0
 JU1479
 JU1479.Superseded values are not recommended for survey control.
 JU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1479.See file dsdata.txt to determine how the superseded data were derived.
 JU1479
 JU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ555987(NAD 83)
 JU1479_MARKER: DB = BENCH MARK DISK
 JU1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1479_SP_SET: TRANSMISSION TOWER PIER
 JU1479_STAMPING: S 21 1959
 JU1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0107 ***********************************************************************
 HU0107  DESIGNATION -  S 27
 HU0107  PID         -  HU0107
 HU0107  STATE/COUNTY-  DE/SUSSEX
 HU0107  USGS QUAD   -  BETHANY BEACH (1991)
 HU0107
 HU0107                         *CURRENT SURVEY CONTROL
 HU0107  ___________________________________________________________________
 HU0107* NAD 83(1991)-  38 36 24.48885(N)    075 03 51.51171(W)     ADJUSTED  
 HU0107* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 HU0107  ___________________________________________________________________
 HU0107  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HU0107  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU0107  DYNAMIC HT  -           1.634 (meters)       5.36  (feet)  COMP
 HU0107  MODELED GRAV-     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
 HU0107.and adjusted in June 1991.
 HU0107
 HU0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0107
 HU0107.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)    1.872  (m)            6.14   (f) ADJUSTED    2 0
 HU0107
 HU0107.Superseded values are not recommended for survey control.
 HU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0107.See file dsdata.txt to determine how the superseded data were derived.
 HU0107
 HU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9440173146(NAD 83)
 HU0107_MARKER: DB = BENCH MARK DISK
 HU0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0107_SP_SET: FOUNDATION
 HU0107_STAMPING: S 27 1962
 HU0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0150 ***********************************************************************
 HU0150  DESIGNATION -  S 28
 HU0150  PID         -  HU0150
 HU0150  STATE/COUNTY-  DE/SUSSEX
 HU0150  USGS QUAD   -  FRANKFORD (1991)
 HU0150
 HU0150                         *CURRENT SURVEY CONTROL
 HU0150  ___________________________________________________________________
 HU0150* NAD 83(1986)-  38 32 49.     (N)    075 14 39.     (W)     SCALED    
 HU0150* NAVD 88     -         8.096  (meters)      26.56   (feet)  ADJUSTED  
 HU0150  ___________________________________________________________________
 HU0150  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0150  DYNAMIC HT  -           8.091 (meters)      26.55  (feet)  COMP
 HU0150  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 HU0150
 HU0150  VERT ORDER  -  SECOND    CLASS 0
 HU0150
 HU0150.The horizontal coordinates were scaled from a topographic map and have
 HU0150.an estimated accuracy of +/- 6 seconds.
 HU0150
 HU0150.The orthometric height was determined by differential leveling
 HU0150.and adjusted in June 1991.
 HU0150
 HU0150.The geoid height was determined by GEOID03.
 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       -    60,730.      215,040.      MT  (+/- 180 meters Scaled)
 HU0150
 HU0150                          SUPERSEDED SURVEY CONTROL
 HU0150
 HU0150  NGVD 29 (??/??/??)    8.335  (m)           27.35   (f) ADJUSTED    2 0
 HU0150
 HU0150.Superseded values are not recommended for survey control.
 HU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0150.See file dsdata.txt to determine how the superseded data were derived.
 HU0150
 HU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH787665(NAD 83)
 HU0150_MARKER: DB = BENCH MARK DISK
 HU0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0150_SP_SET: BUILDING
 HU0150_STAMPING: S 28 1962
 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 = MARCH  2, 2009
 HU0066 ***********************************************************************
 HU0066  DESIGNATION -  S 29
 HU0066  PID         -  HU0066
 HU0066  STATE/COUNTY-  DE/SUSSEX
 HU0066  USGS QUAD   -  MILTON (1992)
 HU0066
 HU0066                         *CURRENT SURVEY CONTROL
 HU0066  ___________________________________________________________________
 HU0066* NAD 83(1986)-  38 46 11.     (N)    075 19 52.     (W)     SCALED    
 HU0066* NAVD 88     -        10.070  (meters)      33.04   (feet)  ADJUSTED  
 HU0066  ___________________________________________________________________
 HU0066  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 HU0066  DYNAMIC HT  -          10.064 (meters)      33.02  (feet)  COMP
 HU0066  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 HU0066
 HU0066  VERT ORDER  -  FIRST     CLASS II
 HU0066
 HU0066.The horizontal coordinates were scaled from a topographic map and have
 HU0066.an estimated accuracy of +/- 6 seconds.
 HU0066
 HU0066.The orthometric height was determined by differential leveling
 HU0066.and adjusted in June 1991.
 HU0066
 HU0066.The geoid height was determined by GEOID03.
 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       -    85,450.      207,440.      MT  (+/- 180 meters Scaled)
 HU0066
 HU0066                          SUPERSEDED SURVEY CONTROL
 HU0066
 HU0066  NGVD 29 (??/??/??)   10.313  (m)           33.84   (f) ADJUSTED    1 2
 HU0066
 HU0066.Superseded values are not recommended for survey control.
 HU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0066.See file dsdata.txt to determine how the superseded data were derived.
 HU0066
 HU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH712912(NAD 83)
 HU0066_MARKER: DB = BENCH MARK DISK
 HU0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0066_STAMPING: S 29
 HU0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0066+STABILITY: SURFACE MOTION
 HU0066
 HU0066  HISTORY     - Date     Condition        Report By
 HU0066  HISTORY     - UNK      MONUMENTED       CGS
 HU0066  HISTORY     - 1962     GOOD             CGS
 HU0066  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1399 ***********************************************************************
 JU1399  DESIGNATION -  S 3
 JU1399  PID         -  JU1399
 JU1399  STATE/COUNTY-  DE/NEW CASTLE
 JU1399  USGS QUAD   -  NEWARK EAST (1993)
 JU1399
 JU1399                         *CURRENT SURVEY CONTROL
 JU1399  ___________________________________________________________________
 JU1399* NAD 83(1986)-  39 42 51.     (N)    075 39 27.     (W)     SCALED    
 JU1399* NAVD 88     -        15.767  (meters)      51.73   (feet)  ADJUSTED  
 JU1399  ___________________________________________________________________
 JU1399  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU1399  DYNAMIC HT  -          15.759 (meters)      51.70  (feet)  COMP
 JU1399  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 JU1399
 JU1399  VERT ORDER  -  FIRST     CLASS II
 JU1399
 JU1399.The horizontal coordinates were scaled from a topographic map and have
 JU1399.an estimated accuracy of +/- 6 seconds.
 JU1399
 JU1399.The orthometric height was determined by differential leveling
 JU1399.and adjusted in June 1991.
 JU1399
 JU1399.The geoid height was determined by GEOID03.
 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       -   190,320.      179,350.      MT  (+/- 180 meters Scaled)
 JU1399
 JU1399                          SUPERSEDED SURVEY CONTROL
 JU1399
 JU1399  NGVD 29 (??/??/??)   16.116  (m)           52.87   (f) ADJUSTED    1 2
 JU1399
 JU1399.Superseded values are not recommended for survey control.
 JU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1399.See file dsdata.txt to determine how the superseded data were derived.
 JU1399
 JU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ436962(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1399+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0040 ***********************************************************************
 HU0040  DESIGNATION -  S 30
 HU0040  PID         -  HU0040
 HU0040  STATE/COUNTY-  DE/SUSSEX
 HU0040  USGS QUAD   -  MILFORD (1993)
 HU0040
 HU0040                         *CURRENT SURVEY CONTROL
 HU0040  ___________________________________________________________________
 HU0040* NAD 83(1986)-  38 54 51.     (N)    075 24 29.     (W)     SCALED    
 HU0040* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 HU0040  ___________________________________________________________________
 HU0040  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0040  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 HU0040  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 HU0040
 HU0040  VERT ORDER  -  FIRST     CLASS I
 HU0040
 HU0040.The horizontal coordinates were scaled from a topographic map and have
 HU0040.an estimated accuracy of +/- 6 seconds.
 HU0040
 HU0040.The orthometric height was determined by differential leveling
 HU0040.and adjusted in June 1991.
 HU0040
 HU0040.The geoid height was determined by GEOID03.
 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       -   101,480.      200,750.      MT  (+/- 180 meters Scaled)
 HU0040
 HU0040                          SUPERSEDED SURVEY CONTROL
 HU0040
 HU0040  NGVD 29 (??/??/??)    1.912  (m)            6.27   (f) ADJUSTED    1 1
 HU0040
 HU0040.Superseded values are not recommended for survey control.
 HU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0040.See file dsdata.txt to determine how the superseded data were derived.
 HU0040
 HU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ646073(NAD 83)
 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 SUITABLE FOR
 HU0040+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2828 ***********************************************************************
 HU2828  DESIGNATION -  S 33 RESET
 HU2828  PID         -  HU2828
 HU2828  STATE/COUNTY-  DE/SUSSEX
 HU2828  USGS QUAD   -  SEAFORD EAST (1992)
 HU2828
 HU2828                         *CURRENT SURVEY CONTROL
 HU2828  ___________________________________________________________________
 HU2828* NAD 83(1986)-  38 39 24.08   (N)    075 37 16.35   (W)     HD_HELD1  
 HU2828* NAVD 88     -        10.53   (meters)      34.5    (feet)  RESET     
 HU2828  ___________________________________________________________________
 HU2828  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 HU2828  VERT ORDER  -  THIRD
 HU2828
 HU2828.The horizontal coordinates were established by differentially corrected
 HU2828.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU2828
 HU2828.The orthometric height was computed from unverified reset data.
 HU2828.No vertical observational check was made to the station.
 HU2828
 HU2828.The geoid height was determined by GEOID03.
 HU2828
 HU2828;                    North         East    Units  Estimated Accuracy
 HU2828;SPC DE       -    72,913.7     182,196.1     MT  (+/- 3 meters HH1 GPS) 
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2828.See file dsdata.txt to determine how the superseded data were derived.
 HU2828
 HU2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4594978863(NAD 83)
 HU2828_MARKER: DV = VERTICAL CONTROL DISK
 HU2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2828_SP_SET: CONCRETE POST
 HU2828_STAMPING: S 33 RESET 1984
 HU2828_MARK LOGO: NGS   
 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 - August 25, 2008
 HU2828
 HU2828  HISTORY     - Date     Condition        Report By
 HU2828  HISTORY     - 1984     MONUMENTED       NGS
 HU2828  HISTORY     - 20040623 GOOD             GEOCAC
 HU2828  HISTORY     - 20080825 GOOD             GEOMET
 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.  HANDHELD
 HU2828'COORDIANTES ARE N38-39-23.94 W075-37.16.26.
 HU2828
 HU2828                          STATION RECOVERY (2008)
 HU2828
 HU2828'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (JDR)
 HU2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1079 ***********************************************************************
 JU1079  DESIGNATION -  S 34
 JU1079  PID         -  JU1079
 JU1079  STATE/COUNTY-  DE/NEW CASTLE
 JU1079  USGS QUAD   -  CLAYTON (1993)
 JU1079
 JU1079                         *CURRENT SURVEY CONTROL
 JU1079  ___________________________________________________________________
 JU1079* NAD 83(1991)-  39 19 49.64110(N)    075 39 23.21730(W)     ADJUSTED  
 JU1079* NAVD 88     -        15.539  (meters)      50.98   (feet)  ADJUSTED  
 JU1079  ___________________________________________________________________
 JU1079  X           -   1,223,848.875 (meters)                     COMP
 JU1079  Y           -  -4,786,147.837 (meters)                     COMP
 JU1079  Z           -   4,020,749.712 (meters)                     COMP
 JU1079  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JU1079  ELLIP HEIGHT-         -18.207 (meters)          (12/29/05) ADJUSTED
 JU1079  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU1079  DYNAMIC HT  -          15.531 (meters)      50.95  (feet)  COMP
 JU1079  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 JU1079
 JU1079  HORZ ORDER  -  FIRST
 JU1079  VERT ORDER  -  FIRST     CLASS I
 JU1079  ELLP ORDER  -  FOURTH    CLASS I
 JU1079
 JU1079.The horizontal coordinates were established by GPS observations
 JU1079.and adjusted by the JMT ENGINEERING in December 2005.
 JU1079
 JU1079.The orthometric height was determined by differential leveling
 JU1079.and adjusted in June 1991.
 JU1079
 JU1079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1079
 JU1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1079
 JU1079.The ellipsoidal height was determined by GPS observations
 JU1079.and is referenced to NAD 83.
 JU1079
 JU1079.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1079;SPC DE       -   147,719.405   179,325.554   MT  1.00000026   -0 09 07.1
 JU1079;SPC DE       -   484,642.75    588,337.26   sFT  1.00000026   -0 09 07.1
 JU1079;UTM  18      - 4,353,654.093   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                          SUPERSEDED SURVEY CONTROL
 JU1079
 JU1079  NAVD 88 (12/29/05)   15.54   (m)           51.0    (f) LEVELING    3  
 JU1079  NGVD 29 (??/??/??)   15.779  (m)           51.77   (f) ADJUSTED    1 1
 JU1079
 JU1079.Superseded values are not recommended for survey control.
 JU1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1079.See file dsdata.txt to determine how the superseded data were derived.
 JU1079
 JU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4342253654(NAD 83)
 JU1079_MARKER: DB = BENCH MARK DISK
 JU1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1079_SP_SET: CONCRETE POST
 JU1079_STAMPING: S 34 1963
 JU1079_MARK LOGO: CGS   
 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 - October 07, 2008
 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
 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' 
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0029 ***********************************************************************
 HU0029  DESIGNATION -  S 35
 HU0029  PID         -  HU0029
 HU0029  STATE/COUNTY-  DE/KENT
 HU0029  USGS QUAD   -  MILFORD (1993)
 HU0029
 HU0029                         *CURRENT SURVEY CONTROL
 HU0029  ___________________________________________________________________
 HU0029* NAD 83(1986)-  38 55 04.     (N)    075 29 24.     (W)     SCALED    
 HU0029* NAVD 88     -        13.439  (meters)      44.09   (feet)  ADJUSTED  
 HU0029  ___________________________________________________________________
 HU0029  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 HU0029  DYNAMIC HT  -          13.431 (meters)      44.06  (feet)  COMP
 HU0029  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 HU0029
 HU0029  VERT ORDER  -  FIRST     CLASS I
 HU0029
 HU0029.The horizontal coordinates were scaled from a topographic map and have
 HU0029.an estimated accuracy of +/- 6 seconds.
 HU0029
 HU0029.The orthometric height was determined by differential leveling
 HU0029.and adjusted in June 1991.
 HU0029
 HU0029.The geoid height was determined by GEOID03.
 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       -   101,880.      193,640.      MT  (+/- 180 meters Scaled)
 HU0029
 HU0029                          SUPERSEDED SURVEY CONTROL
 HU0029
 HU0029  NGVD 29 (??/??/??)   13.684  (m)           44.89   (f) ADJUSTED    1 1
 HU0029
 HU0029.Superseded values are not recommended for survey control.
 HU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0029.See file dsdata.txt to determine how the superseded data were derived.
 HU0029
 HU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ575077(NAD 83)
 HU0029_MARKER: DB = BENCH MARK DISK
 HU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0029_STAMPING: S 35 1963
 HU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0029+STABILITY: SURFACE MOTION
 HU0029
 HU0029  HISTORY     - Date     Condition        Report By
 HU0029  HISTORY     - 1963     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1105 ***********************************************************************
 JU1105  DESIGNATION -  S 36
 JU1105  PID         -  JU1105
 JU1105  STATE/COUNTY-  DE/KENT
 JU1105  USGS QUAD   -  DOVER (1993)
 JU1105
 JU1105                         *CURRENT SURVEY CONTROL
 JU1105  ___________________________________________________________________
 JU1105* NAD 83(1986)-  39 11 10.     (N)    075 32 05.     (W)     SCALED    
 JU1105* NAVD 88     -         9.566  (meters)      31.38   (feet)  ADJUSTED  
 JU1105  ___________________________________________________________________
 JU1105  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JU1105  DYNAMIC HT  -           9.561 (meters)      31.37  (feet)  COMP
 JU1105  MODELED GRAV-     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 topographic map and have
 JU1105.an estimated accuracy of +/- 6 seconds.
 JU1105
 JU1105.The orthometric height was determined by differential leveling
 JU1105.and adjusted in June 1991.
 JU1105
 JU1105.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1105
 JU1105  NGVD 29 (??/??/??)    9.805  (m)           32.17   (f) ADJUSTED    1 1
 JU1105
 JU1105.Superseded values are not recommended for survey control.
 JU1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1105.See file dsdata.txt to determine how the superseded data were derived.
 JU1105
 JU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ538375(NAD 83)
 JU1105_MARKER: DB = BENCH MARK DISK
 JU1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1105_STAMPING: S 36 1963
 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 = MARCH  2, 2009
 JU1060 ***********************************************************************
 JU1060  DESIGNATION -  S 37
 JU1060  PID         -  JU1060
 JU1060  STATE/COUNTY-  DE/KENT
 JU1060  USGS QUAD   -  LITTLE CREEK (1993)
 JU1060
 JU1060                         *CURRENT SURVEY CONTROL
 JU1060  ___________________________________________________________________
 JU1060* NAD 83(1986)-  39 07 51.     (N)    075 28 03.     (W)     SCALED    
 JU1060* NAVD 88     -         5.324  (meters)      17.47   (feet)  ADJUSTED  
 JU1060  ___________________________________________________________________
 JU1060  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 JU1060  DYNAMIC HT  -           5.321 (meters)      17.46  (feet)  COMP
 JU1060  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 JU1060
 JU1060  VERT ORDER  -  FIRST     CLASS I
 JU1060
 JU1060.The horizontal coordinates were scaled from a topographic map and have
 JU1060.an estimated accuracy of +/- 6 seconds.
 JU1060
 JU1060.The orthometric height was determined by differential leveling
 JU1060.and adjusted in June 1991.
 JU1060
 JU1060.The geoid height was determined by GEOID03.
 JU1060
 JU1060.The dynamic height is computed by dividing the NAVD 88
 JU1060.geopotential number by the normal gravity value computed on the
 JU1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1060.degrees latitude (g = 980.6199 gals.).
 JU1060
 JU1060.The modeled gravity was interpolated from observed gravity values.
 JU1060
 JU1060;                    North         East    Units  Estimated Accuracy
 JU1060;SPC DE       -   125,530.      195,610.      MT  (+/- 180 meters Scaled)
 JU1060
 JU1060                          SUPERSEDED SURVEY CONTROL
 JU1060
 JU1060  NGVD 29 (??/??/??)    5.561  (m)           18.24   (f) ADJUSTED    1 1
 JU1060
 JU1060.Superseded values are not recommended for survey control.
 JU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1060.See file dsdata.txt to determine how the superseded data were derived.
 JU1060
 JU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ595313(NAD 83)
 JU1060_MARKER: DB = BENCH MARK DISK
 JU1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1060_SP_SET: CULVERT
 JU1060_STAMPING: S 37 1963
 JU1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1060
 JU1060  HISTORY     - Date     Condition        Report By
 JU1060  HISTORY     - 1963     MONUMENTED       CGS
 JU1060  HISTORY     - 1981     GOOD             UDE
 JU1060  HISTORY     - 20011212 GOOD             NGS
 JU1060
 JU1060                          STATION DESCRIPTION
 JU1060
 JU1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1060'AT DOVER AFB.
 JU1060'ABOUT 0.5 MILE NORTHEAST AND ACROSS THE NORTHWEST-SOUTHEAST
 JU1060'RUNWAY FROM THE BASE TERMINAL BUILDING, SET ON TOP OF A 38-FOOT
 JU1060'LONG CONCRETE HEAD WALL FOR A 3-FOOT PIPE CULVERT, 257 FEET NORTH
 JU1060'OF NORTH EDGE OF A CONCRETE TURNTABLE FOR GROUND CONTROL APPROACH,
 JU1060'174 FEET EAST OF EAST EDGE OF A TAXI STRIP THAT PARALLELS THE
 JU1060'NORTH-SOUTH RUNWAY.
 JU1060
 JU1060                          STATION RECOVERY (1981)
 JU1060
 JU1060'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1060'RECOVERED IN GOOD CONDITION.
 JU1060
 JU1060                          STATION RECOVERY (2001)
 JU1060
 JU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1915 ***********************************************************************
 JU1915  DESIGNATION -  S 38
 JU1915  PID         -  JU1915
 JU1915  STATE/COUNTY-  DE/NEW CASTLE
 JU1915  USGS QUAD   -  NEWARK EAST (1993)
 JU1915
 JU1915                         *CURRENT SURVEY CONTROL
 JU1915  ___________________________________________________________________
 JU1915* NAD 83(1986)-  39 37 40.     (N)    075 39 39.     (W)     SCALED    
 JU1915* NAVD 88     -        21.259  (meters)      69.75   (feet)  ADJUSTED  
 JU1915  ___________________________________________________________________
 JU1915  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU1915  DYNAMIC HT  -          21.249 (meters)      69.71  (feet)  COMP
 JU1915  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 JU1915
 JU1915  VERT ORDER  -  FIRST     CLASS I
 JU1915
 JU1915.The horizontal coordinates were scaled from a topographic map and have
 JU1915.an estimated accuracy of +/- 6 seconds.
 JU1915
 JU1915.The orthometric height was determined by differential leveling
 JU1915.and adjusted in June 1991.
 JU1915
 JU1915.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1915
 JU1915  NGVD 29 (??/??/??)   21.501  (m)           70.54   (f) ADJUSTED    1 1
 JU1915
 JU1915.Superseded values are not recommended for survey control.
 JU1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1915.See file dsdata.txt to determine how the superseded data were derived.
 JU1915
 JU1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432866(NAD 83)
 JU1915_MARKER: DB = BENCH MARK DISK
 JU1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1915_STAMPING: S 38 1963
 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 = MARCH  2, 2009
 JU1806 ***********************************************************************
 JU1806  DESIGNATION -  S 39
 JU1806  PID         -  JU1806
 JU1806  STATE/COUNTY-  DE/NEW CASTLE
 JU1806  USGS QUAD   -  DELAWARE CITY (1993)
 JU1806
 JU1806                         *CURRENT SURVEY CONTROL
 JU1806  ___________________________________________________________________
 JU1806* NAD 83(1986)-  39 32 56.     (N)    075 34 49.     (W)     SCALED    
 JU1806* NAVD 88     -         2.394  (meters)       7.85   (feet)  ADJUSTED  
 JU1806  ___________________________________________________________________
 JU1806  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU1806  DYNAMIC HT  -           2.393 (meters)       7.85  (feet)  COMP
 JU1806  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 JU1806
 JU1806  VERT ORDER  -  FIRST     CLASS I
 JU1806
 JU1806.The horizontal coordinates were scaled from a topographic map and have
 JU1806.an estimated accuracy of +/- 6 seconds.
 JU1806
 JU1806.The orthometric height was determined by differential leveling
 JU1806.and adjusted in June 1991.
 JU1806
 JU1806.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1806
 JU1806  NGVD 29 (??/??/??)    2.629  (m)            8.63   (f) ADJUSTED    1 1
 JU1806
 JU1806.Superseded values are not recommended for survey control.
 JU1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1806.See file dsdata.txt to determine how the superseded data were derived.
 JU1806
 JU1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501778(NAD 83)
 JU1806_MARKER: DB = BENCH MARK DISK
 JU1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1806_SP_SET: CULVERT
 JU1806_STAMPING: S 39 1963
 JU1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0257 ***********************************************************************
 HU0257  DESIGNATION -  S 4
 HU0257  PID         -  HU0257
 HU0257  STATE/COUNTY-  DE/SUSSEX
 HU0257  USGS QUAD   -  SELBYVILLE (1992)
 HU0257
 HU0257                         *CURRENT SURVEY CONTROL
 HU0257  ___________________________________________________________________
 HU0257* NAD 83(1991)-  38 27 22.79400(N)    075 13 40.15838(W)     ADJUSTED  
 HU0257* NAVD 88     -        10.299  (meters)      33.79   (feet)  ADJUSTED  
 HU0257  ___________________________________________________________________
 HU0257  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HU0257  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 HU0257  DYNAMIC HT  -          10.292 (meters)      33.77  (feet)  COMP
 HU0257  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 HU0257
 HU0257  HORZ ORDER  -  SECOND
 HU0257  VERT ORDER  -  SECOND    CLASS 0
 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
 HU0257.and adjusted in June 1991.
 HU0257
 HU0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0257
 HU0257.The geoid height was determined by GEOID03.
 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;                    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  =   0.99960887
 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  NGVD 29 (??/??/??)   10.539  (m)           34.58   (f) ADJUSTED    2 0
 HU0257
 HU0257.Superseded values are not recommended for survey control.
 HU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0257.See file dsdata.txt to determine how the superseded data were derived.
 HU0257
 HU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8012256473(NAD 83)
 HU0257_MARKER: DB = BENCH MARK DISK
 HU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0257_STAMPING: S 4 1935
 HU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0257+STABILITY: SURFACE MOTION
 HU0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0257+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 HU0257
 HU0257  HISTORY     - Date     Condition        Report By
 HU0257  HISTORY     - 1974     MONUMENTED       NGS
 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
 HU0257                          STATION DESCRIPTION
 HU0257
 HU0257'DESCRIBED 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 (1962)
 HU0257
 HU0257'RECOVERY NOTE 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
 HU0257'RECOVERED IN GOOD CONDITION.
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2193 ***********************************************************************
 JU2193  DESIGNATION -  S 41
 JU2193  PID         -  JU2193
 JU2193  STATE/COUNTY-  DE/NEW CASTLE
 JU2193  USGS QUAD   -  SAINT GEORGES (1993)
 JU2193
 JU2193                         *CURRENT SURVEY CONTROL
 JU2193  ___________________________________________________________________
 JU2193* NAD 83(1986)-  39 35 40.4    (N)    075 41 44.5    (W)     HD_HELD2  
 JU2193* NAVD 88     -        24.094  (meters)      79.05   (feet)  ADJUSTED  
 JU2193  ___________________________________________________________________
 JU2193  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2193  DYNAMIC HT  -          24.082 (meters)      79.01  (feet)  COMP
 JU2193  MODELED GRAV-     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
 JU2193.and adjusted in June 1991.
 JU2193
 JU2193.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2193
 JU2193.No superseded survey control is available for this station.
 JU2193
 JU2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4026682990(NAD 83)
 JU2193_MARKER: I = METAL ROD
 JU2193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2193_STAMPING: S 41 1979
 JU2193_PROJECTION: FLUSH
 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 - August 17, 2005
 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
 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'HANDHELD COORDINATES ARE N39-35-40.44 W075-41-44.58..
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1218 ***********************************************************************
 HU1218  DESIGNATION -  S 66 RESET 1976
 HU1218  PID         -  HU1218
 HU1218  STATE/COUNTY-  DE/SUSSEX
 HU1218  USGS QUAD   -  HICKMAN (1993)
 HU1218
 HU1218                         *CURRENT SURVEY CONTROL
 HU1218  ___________________________________________________________________
 HU1218* NAD 83(1986)-  38 45 16.     (N)    075 42 54.     (W)     SCALED    
 HU1218* NAVD 88     -        12.68   (+/-2cm)      41.6    (feet)  VERTCON   
 HU1218  ___________________________________________________________________
 HU1218  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 HU1218  VERT ORDER  -  THIRD (See Below)
 HU1218
 HU1218.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1218
 HU1218.The geoid height was determined by GEOID03.
 HU1218
 HU1218;                    North         East    Units  Estimated Accuracy
 HU1218;SPC DE       -    83,790.      174,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1218.See file dsdata.txt to determine how the superseded data were derived.
 HU1218
 HU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH378897(NAD 83)
 HU1218_MARKER: DB = BENCH MARK DISK
 HU1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU1218_STAMPING: S 66 RESET 1976
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0964 ***********************************************************************
 HU0964  DESIGNATION -  S 9 1942
 HU0964  PID         -  HU0964
 HU0964  STATE/COUNTY-  DE/SUSSEX
 HU0964  USGS QUAD   -  SEAFORD WEST (1992)
 HU0964
 HU0964                         *CURRENT SURVEY CONTROL
 HU0964  ___________________________________________________________________
 HU0964* NAD 83(1986)-  38 38 31.     (N)    075 39 46.     (W)     SCALED    
 HU0964* NAVD 88     -         8.548  (meters)      28.04   (feet)  ADJUSTED  
 HU0964  ___________________________________________________________________
 HU0964  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 HU0964  DYNAMIC HT  -           8.542 (meters)      28.02  (feet)  COMP
 HU0964  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 HU0964
 HU0964  VERT ORDER  -  SECOND    CLASS 0
 HU0964
 HU0964.The horizontal coordinates were scaled from a topographic map and have
 HU0964.an estimated accuracy of +/- 6 seconds.
 HU0964
 HU0964.The orthometric height was determined by differential leveling
 HU0964.and adjusted in June 1991.
 HU0964
 HU0964.The geoid height was determined by GEOID03.
 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       -    71,290.      178,570.      MT  (+/- 180 meters Scaled)
 HU0964
 HU0964                          SUPERSEDED SURVEY CONTROL
 HU0964
 HU0964  NGVD 29 (??/??/??)    8.794  (m)           28.85   (f) ADJUSTED    2 0
 HU0964
 HU0964.Superseded values are not recommended for survey control.
 HU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0964.See file dsdata.txt to determine how the superseded data were derived.
 HU0964
 HU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH423772(NAD 83)
 HU0964_MARKER: DB = BENCH MARK DISK
 HU0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0964_STAMPING: S 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2570 ***********************************************************************
 JU2570  DESIGNATION -  SALEM COVE RANGE FRONT LIGHT
 JU2570  PID         -  JU2570
 JU2570  STATE/COUNTY-  DE/NEW CASTLE
 JU2570  USGS QUAD   -  DELAWARE CITY (1993)
 JU2570
 JU2570                         *CURRENT SURVEY CONTROL
 JU2570  ___________________________________________________________________
 JU2570* NAD 83(1991)-  39 34 15.70622(N)    075 31 02.38899(W)     ADJUSTED  
 JU2570* NAVD 88     -              **(meters)            **(feet)            
 JU2570  ___________________________________________________________________
 JU2570  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU2570  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU2570  HORZ ORDER  -  THIRD
 JU2570
 JU2570.The horizontal coordinates were established by classical geodetic methods
 JU2570.and adjusted by the National Geodetic Survey in January 1992.
 JU2570
 JU2570
 JU2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2570
 JU2570.The geoid height was determined by GEOID03.
 JU2570
 JU2570;                    North         East     Units Scale Factor Converg.
 JU2570;SPC DE       -   174,406.165   191,350.441   MT  0.99999592   -0 03 50.9
 JU2570;SPC DE       -   572,197.56    627,788.91   sFT  0.99999592   -0 03 50.9
 JU2570;SPC NJ       -    82,384.717    62,592.943   MT  0.99999403   -0 38 53.2
 JU2570;SPC NJ       -   270,290.53    205,357.01   sFT  0.99999403   -0 38 53.2
 JU2570;UTM  18      - 4,380,275.247   455,565.646   MT  0.99962431   -0 19 46.4
 JU2570
 JU2570                          SUPERSEDED SURVEY CONTROL
 JU2570
 JU2570  NAD 83(1986)-  39 34 15.69916(N)    075 31 02.39842(W) AD(       ) 4
 JU2570
 JU2570.Superseded values are not recommended for survey control.
 JU2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2570.See file dsdata.txt to determine how the superseded data were derived.
 JU2570
 JU2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5556680275(NAD 83)
 JU2570_MARKER: 14 = NAVIGATION LIGHT
 JU2570_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2570
 JU2570  HISTORY     - Date     Condition        Report By
 JU2570  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2570  HISTORY     - 20070929 GOOD             GEOCAC
 JU2570
 JU2570                          STATION DESCRIPTION
 JU2570
 JU2570'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2570'THE STATION, SALEM COVE RANGE FRONT LIGHT, IS THE CENTER OF THE
 JU2570'LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2199.
 JU2570'
 JU2570'THE STATION IS LOCATED IN DELAWARE RIVER AT THE ENTRANCE TO
 JU2570'RIVER.
 JU2570'
 JU2570'TO REACH THE STATION FROM THE ENTRANCE TO THE CHESAPEAKE AND
 JU2570'DELAWARE CANAL, GO EAST ACROSS DELAWARE RIVER TO THE
 JU2570'ENTRANCE TO SALEM RIVER.
 JU2570
 JU2570                          STATION RECOVERY (2007)
 JU2570
 JU2570'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2571 ***********************************************************************
 JU2571  DESIGNATION -  SALEM COVE RANGE REAR LIGHT
 JU2571  PID         -  JU2571
 JU2571  STATE/COUNTY-  DE/NEW CASTLE
 JU2571  USGS QUAD   -  DELAWARE CITY (1993)
 JU2571
 JU2571                         *CURRENT SURVEY CONTROL
 JU2571  ___________________________________________________________________
 JU2571* NAD 83(1991)-  39 34 41.48061(N)    075 30 45.57569(W)     ADJUSTED  
 JU2571* NAVD 88     -              **(meters)            **(feet)            
 JU2571  ___________________________________________________________________
 JU2571  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU2571  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2571  HORZ ORDER  -  THIRD
 JU2571
 JU2571.The horizontal coordinates were established by classical geodetic methods
 JU2571.and adjusted by the National Geodetic Survey in January 1992.
 JU2571
 JU2571
 JU2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2571
 JU2571.The geoid height was determined by GEOID03.
 JU2571
 JU2571;                    North         East     Units Scale Factor Converg.
 JU2571;SPC DE       -   175,200.622   191,752.592   MT  0.99999584   -0 03 40.2
 JU2571;SPC DE       -   574,804.04    629,108.30   sFT  0.99999584   -0 03 40.2
 JU2571;SPC NJ       -    83,175.032    63,003.171   MT  0.99999315   -0 38 42.9
 JU2571;SPC NJ       -   272,883.42    206,702.90   sFT  0.99999315   -0 38 42.9
 JU2571;UTM  18      - 4,381,067.538   455,971.322   MT  0.99962387   -0 19 35.9
 JU2571
 JU2571                          SUPERSEDED SURVEY CONTROL
 JU2571
 JU2571  NAD 83(1986)-  39 34 41.47309(N)    075 30 45.58399(W) AD(       ) 4
 JU2571
 JU2571.Superseded values are not recommended for survey control.
 JU2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2571.See file dsdata.txt to determine how the superseded data were derived.
 JU2571
 JU2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5597181068(NAD 83)
 JU2571_MARKER: 14 = NAVIGATION LIGHT
 JU2571_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2571
 JU2571  HISTORY     - Date     Condition        Report By
 JU2571  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2571  HISTORY     - 20070929 GOOD             GEOCAC
 JU2571
 JU2571                          STATION DESCRIPTION
 JU2571
 JU2571'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2571'THE STATION, SALEM COVE RANGE REAR LIGHT, IS THE CENTER OF THE
 JU2571'LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL
 JU2571'2200.
 JU2571'
 JU2571'THE STATION IS LOCATED ON THE NORTH SIDE OF THE
 JU2571'ENTRANCE TO SALEM RIVER.
 JU2571'
 JU2571'TO REACH THE STATION FROM THE ENTRANCE TO THE CHESAPEAKE AND
 JU2571'DELAWARE CANAL, GO EAST ACROSS DELAWARE RIVER TO THE ENTRANCE
 JU2571'TO SALEM RIVER AND THE STATION ON THE LEFT.
 JU2571
 JU2571                          STATION RECOVERY (2007)
 JU2571
 JU2571'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4299 ***********************************************************************
 JU4299  DESIGNATION -  SALEM NUCLEAR COOLING TOWER
 JU4299  PID         -  JU4299
 JU4299  STATE/COUNTY-  DE/NEW CASTLE
 JU4299  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU4299
 JU4299                         *CURRENT SURVEY CONTROL
 JU4299  ___________________________________________________________________
 JU4299* NAD 83(1991)-  39 28 13.48831(N)    075 32 05.50785(W)     ADJUSTED  
 JU4299* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 JU4299  ___________________________________________________________________
 JU4299  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JU4299  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU4299  HORZ ORDER  -  THIRD
 JU4299
 JU4299.The horizontal coordinates were established by classical geodetic methods
 JU4299.and adjusted by the National Geodetic Survey in March 1993.
 JU4299
 JU4299.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4299
 JU4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4299
 JU4299.The geoid height was determined by GEOID03.
 JU4299
 JU4299;                    North         East     Units Scale Factor Converg.
 JU4299;SPC DE       -   163,237.104   189,829.245   MT  0.99999627   -0 04 30.5
 JU4299;SPC DE       -   535,553.73    622,798.11   sFT  0.99999627   -0 04 30.5
 JU4299;SPC NJ       -    71,231.726    60,958.108   MT  0.99999759   -0 39 28.4
 JU4299;SPC NJ       -   233,699.42    199,993.39   sFT  0.99999759   -0 39 28.4
 JU4299;UTM  18      - 4,369,117.486   453,993.361   MT  0.99962606   -0 20 24.0
 JU4299
 JU4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4299!SPC DE       -   0.99998070  x   0.99999627  =   0.99997697
 JU4299!SPC NJ       -   0.99998070  x   0.99999759  =   0.99997829
 JU4299!UTM  18      -   0.99998070  x   0.99962606  =   0.99960677
 JU4299
 JU4299                          SUPERSEDED SURVEY CONTROL
 JU4299
 JU4299  NGVD 29 (03/10/93)  156.9    (m)          515.     (f) VERT ANG    3  
 JU4299
 JU4299.Superseded values are not recommended for survey control.
 JU4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4299.See file dsdata.txt to determine how the superseded data were derived.
 JU4299
 JU4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5399369117(NAD 83)
 JU4299_MARKER: 55 = TOWER
 JU4299_MARK LOGO: NOS   
 JU4299_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4299+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU4299
 JU4299  HISTORY     - Date     Condition        Report By
 JU4299  HISTORY     - 1986     FIRST OBSERVED   NOS
 JU4299  HISTORY     - 19970830 GOOD             USPSQD
 JU4299  HISTORY     - 20070929 GOOD             GEOCAC
 JU4299
 JU4299                          STATION DESCRIPTION
 JU4299
 JU4299'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 JU4299'THE STATION IS LOCATED ON THE EASTERN SHORE OF DELAWARE RIVER NEAR THE
 JU4299'SOUTHERN END OF ARTIFICIAL ISLAND.
 JU4299'TO REACH STATION PROCEED BY BOAT TO THE SOUTHERN TIP OF ARTIFICIAL
 JU4299'ISLAND NEAR SUNKEN SHIPS AND ENTRANCE TO THE SALEM NUCLEAR POWER
 JU4299'PLANT.
 JU4299'THE STATION IS THE SALEM NUCLEAR POWER PLANT COOLING TOWER WHICH IS
 JU4299'LOCATED JUST NE OF THE DOMES NEAR THE PLANT.  THE COOLING TOWER IS
 JU4299'159.6 M (523.6 FT) IN ELEVATION.
 JU4299
 JU4299                          STATION RECOVERY (1997)
 JU4299
 JU4299'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4299'RECOVERED IN GOOD CONDITION.
 JU4299
 JU4299                          STATION RECOVERY (2007)
 JU4299
 JU4299'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU4299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2753 ***********************************************************************
 HU2753  DESIGNATION -  SALISBURY TV STA WBOC MAST
 HU2753  PID         -  HU2753
 HU2753  STATE/COUNTY-  DE/SUSSEX
 HU2753  USGS QUAD   -  SHARPTOWN (1992)
 HU2753
 HU2753                         *CURRENT SURVEY CONTROL
 HU2753  ___________________________________________________________________
 HU2753* NAD 83(1991)-  38 30 17.10554(N)    075 38 35.47744(W)     ADJUSTED  
 HU2753* NAVD 88     -              **(meters)            **(feet)            
 HU2753  ___________________________________________________________________
 HU2753  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HU2753  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 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
 HU2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2753
 HU2753.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2753
 HU2753  NAD 83(1986)-  38 30 17.09895(N)    075 38 35.50090(W) AD(       ) 4
 HU2753
 HU2753.Superseded values are not recommended for survey control.
 HU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2753.See file dsdata.txt to determine how the superseded data were derived.
 HU2753
 HU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4391962017(NAD 83)
 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 = MARCH  2, 2009
 CB2963 ***********************************************************************
 CB2963  DESIGNATION -  SANDTOWN AZ MK
 CB2963  PID         -  CB2963
 CB2963  STATE/COUNTY-  DE/KENT
 CB2963  USGS QUAD   -  MARYDEL (1993)
 CB2963
 CB2963                         *CURRENT SURVEY CONTROL
 CB2963  ___________________________________________________________________
 CB2963* NAD 83(1986)-  39 01 23.     (N)    075 44 13.     (W)     SCALED    
 CB2963* NAVD 88     -        16.025  (meters)      52.58   (feet)  ADJUSTED  
 CB2963  ___________________________________________________________________
 CB2963  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 CB2963  DYNAMIC HT  -          16.016 (meters)      52.55  (feet)  COMP
 CB2963  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 CB2963
 CB2963  VERT ORDER  -  SECOND    CLASS I
 CB2963
 CB2963.The horizontal coordinates were scaled from a topographic map and have
 CB2963.an estimated accuracy of +/- 6 seconds.
 CB2963
 CB2963.The orthometric height was determined by differential leveling
 CB2963.and adjusted in December 2004.
 CB2963.No vertical observational check was made to the station.
 CB2963
 CB2963.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 CB2963
 CB2963.No superseded survey control is available for this station.
 CB2963
 CB2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ362195(NAD 83)
 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 = MARCH  2, 2009
 JU3379 ***********************************************************************
 JU3379  DESIGNATION -  SANDY 2
 JU3379  PID         -  JU3379
 JU3379  STATE/COUNTY-  DE/KENT
 JU3379  USGS QUAD   -  BENNETTS PIER (1993)
 JU3379
 JU3379                         *CURRENT SURVEY CONTROL
 JU3379  ___________________________________________________________________
 JU3379* NAD 83(1991)-  39 01 49.30824(N)    075 21 32.00398(W)     ADJUSTED  
 JU3379* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3379  ___________________________________________________________________
 JU3379  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JU3379  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3379
 JU3379.The geoid height was determined by GEOID03.
 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  =   0.99961709
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3379.See file dsdata.txt to determine how the superseded data were derived.
 JU3379
 JU3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6893620207(NAD 83)
 JU3379_MARKER: DD = SURVEY DISK
 JU3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3379_SP_SET: CONCRETE POST
 JU3379_STAMPING: SANDY 2 1971
 JU3379_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 JU3379+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3454 ***********************************************************************
 JU3454  DESIGNATION -  SCHEPENIS
 JU3454  PID         -  JU3454
 JU3454  STATE/COUNTY-  DE/KENT
 JU3454  USGS QUAD   -  MARYDEL (1993)
 JU3454
 JU3454                         *CURRENT SURVEY CONTROL
 JU3454  ___________________________________________________________________
 JU3454* NAD 83(1991)-  39 05 54.64705(N)    075 44 38.67912(W)     ADJUSTED  
 JU3454* NAVD 88     -        17.4    (meters)      57.     (feet)  VERTCON   
 JU3454  ___________________________________________________________________
 JU3454  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 JU3454  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3454
 JU3454.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3454
 JU3454.Superseded values are not recommended for survey control.
 JU3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3454.See file dsdata.txt to determine how the superseded data were derived.
 JU3454
 JU3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3565827972(NAD 83)
 JU3454_MARKER: DS = TRIANGULATION STATION DISK
 JU3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1994 ***********************************************************************
 HU1994  DESIGNATION -  SCHULTIE
 HU1994  PID         -  HU1994
 HU1994  STATE/COUNTY-  DE/KENT
 HU1994  USGS QUAD   -  BURRSVILLE (1993)
 HU1994
 HU1994                         *CURRENT SURVEY CONTROL
 HU1994  ___________________________________________________________________
 HU1994* NAD 83(1991)-  38 59 43.93530(N)    075 44 06.17169(W)     ADJUSTED  
 HU1994* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 HU1994  ___________________________________________________________________
 HU1994  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 HU1994  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1994
 HU1994.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 BM 26 RHP                            17.431 METERS 25513     |
 HU1994| HU1985 BOUNDARY MONUMENT 37 1976            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    3  
 HU1994
 HU1994.Superseded values are not recommended for survey control.
 HU1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1994.See file dsdata.txt to determine how the superseded data were derived.
 HU1994
 HU1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3634716538(NAD 83)
 HU1994_MARKER: DS = TRIANGULATION STATION DISK
 HU1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1994
 HU1994  HISTORY     - Date     Condition        Report By
 HU1994  HISTORY     - 1962     MONUMENTED       CGS
 HU1994  HISTORY     - 1975     GOOD             NGS
 HU1994  HISTORY     - 1976     GOOD             NGS
 HU1994
 HU1994                          STATION DESCRIPTION
 HU1994
 HU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0772 ***********************************************************************
 HU0772  DESIGNATION -  SEAFORD
 HU0772  PID         -  HU0772
 HU0772  STATE/COUNTY-  DE/SUSSEX
 HU0772  USGS QUAD   -  SEAFORD EAST (1992)
 HU0772
 HU0772                         *CURRENT SURVEY CONTROL
 HU0772  ___________________________________________________________________
 HU0772* NAD 83(1986)-  38 38 16.     (N)    075 36 55.     (W)     SCALED    
 HU0772* NAVD 88     -         2.958  (meters)       9.70   (feet)  ADJUSTED  
 HU0772  ___________________________________________________________________
 HU0772  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0772  DYNAMIC HT  -           2.956 (meters)       9.70  (feet)  COMP
 HU0772  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 HU0772
 HU0772  VERT ORDER  -  FIRST     CLASS I
 HU0772
 HU0772.The horizontal coordinates were scaled from a topographic map and have
 HU0772.an estimated accuracy of +/- 6 seconds.
 HU0772
 HU0772.The orthometric height was determined by differential leveling
 HU0772.and adjusted in June 1991.
 HU0772
 HU0772.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0772
 HU0772  NGVD 29 (??/??/??)    3.206  (m)           10.52   (f) ADJUSTED    1 1
 HU0772
 HU0772.Superseded values are not recommended for survey control.
 HU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0772.See file dsdata.txt to determine how the superseded data were derived.
 HU0772
 HU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH464767(NAD 83)
 HU0772_MARKER: DB = BENCH MARK DISK
 HU0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0772_STAMPING: SEAFORD 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2046 ***********************************************************************
 HU2046  DESIGNATION -  SEAFORD DUPONT NYLON PLANT TK
 HU2046  PID         -  HU2046
 HU2046  STATE/COUNTY-  DE/SUSSEX
 HU2046  USGS QUAD   -  SEAFORD WEST (1992)
 HU2046
 HU2046                         *CURRENT SURVEY CONTROL
 HU2046  ___________________________________________________________________
 HU2046* NAD 83(1991)-  38 37 51.11455(N)    075 37 32.72844(W)     ADJUSTED  
 HU2046* NAVD 88     -              **(meters)            **(feet)            
 HU2046  ___________________________________________________________________
 HU2046  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HU2046  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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
 HU2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2046
 HU2046.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2046
 HU2046  NAD 83(1986)-  38 37 51.10815(N)    075 37 32.74787(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2046.See file dsdata.txt to determine how the superseded data were derived.
 HU2046
 HU2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4553476000(NAD 83)
 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 = MARCH  2, 2009
 HU2047 ***********************************************************************
 HU2047  DESIGNATION -  SEAFORD DUPONT NYLON PLANT STK
 HU2047  PID         -  HU2047
 HU2047  STATE/COUNTY-  DE/SUSSEX
 HU2047  USGS QUAD   -  SEAFORD WEST (1992)
 HU2047
 HU2047                         *CURRENT SURVEY CONTROL
 HU2047  ___________________________________________________________________
 HU2047* NAD 83(1991)-  38 37 51.63340(N)    075 37 33.57149(W)     ADJUSTED  
 HU2047* NAVD 88     -              **(meters)            **(feet)            
 HU2047  ___________________________________________________________________
 HU2047  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HU2047  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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
 HU2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2047
 HU2047.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2047
 HU2047  NAD 83(1986)-  38 37 51.62691(N)    075 37 33.59087(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2047.See file dsdata.txt to determine how the superseded data were derived.
 HU2047
 HU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4551476016(NAD 83)
 HU2047_MARKER: 63 = STACK
 HU2047
 HU2047  HISTORY     - Date     Condition        Report By
 HU2047  HISTORY     - 1962     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2048 ***********************************************************************
 HU2048  DESIGNATION -  SEAFORD MUNICIPAL TANK
 HU2048  PID         -  HU2048
 HU2048  STATE/COUNTY-  DE/SUSSEX
 HU2048  USGS QUAD   -  SEAFORD WEST (1992)
 HU2048
 HU2048                         *CURRENT SURVEY CONTROL
 HU2048  ___________________________________________________________________
 HU2048* NAD 83(1991)-  38 38 00.36762(N)    075 37 48.13320(W)     ADJUSTED  
 HU2048* NAVD 88     -              **(meters)            **(feet)            
 HU2048  ___________________________________________________________________
 HU2048  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HU2048  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU2048  HORZ ORDER  -  THIRD
 HU2048
 HU2048.The horizontal coordinates were established by classical geodetic methods
 HU2048.and adjusted by the National Geodetic Survey in January 1992.
 HU2048
 HU2048
 HU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2048
 HU2048.The geoid height was determined by GEOID03.
 HU2048
 HU2048;                    North         East     Units Scale Factor Converg.
 HU2048;SPC DE       -    70,334.153   181,421.588   MT  0.99999925   -0 07 59.6
 HU2048;SPC DE       -   230,754.63    595,213.99   sFT  0.99999925   -0 07 59.6
 HU2048;SPC MD       -   108,210.097   519,275.467   MT  0.99995875   +0 51 35.4
 HU2048;SPC MD       -   355,019.29  1,703,656.26   sFT  0.99995875   +0 51 35.4
 HU2048;UTM  18      - 4,276,288.041   445,163.370   MT  0.99963703   -0 23 36.1
 HU2048
 HU2048                          SUPERSEDED SURVEY CONTROL
 HU2048
 HU2048  NAD 83(1986)-  38 38 00.36103(N)    075 37 48.15230(W) AD(       ) 4
 HU2048  NAD 27      -  38 37 59.95100(N)    075 37 49.39700(W) AD(       ) 3
 HU2048
 HU2048.Superseded values are not recommended for survey control.
 HU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2048.See file dsdata.txt to determine how the superseded data were derived.
 HU2048
 HU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4516376288(NAD 83)
 HU2048_MARKER: 53 = ELEVATED TANK
 HU2048
 HU2048  HISTORY     - Date     Condition        Report By
 HU2048  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2048
 HU2048                          STATION DESCRIPTION
 HU2048
 HU2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2048'STATION IS A WATER TANK, LOCATED ABOUT 0.2 MILE FROM CENTER OF
 HU2048'SEAFORD DELAWARE.
 HU2048'
 HU2048'THE WATER TANK IS A SIX LACED SQUARE LEGGED STRUCTURE, WITH
 HU2048'A BALL SHAPED VENT ON THE TOP, AND A RED LIGHT ON THE TOP OF
 HU2048'THE VENT.  IT IS SILVER IN COLOR, AND IS APPROX 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0961 ***********************************************************************
 HU0961  DESIGNATION -  SEAFORD RESET
 HU0961  PID         -  HU0961
 HU0961  STATE/COUNTY-  DE/SUSSEX
 HU0961  USGS QUAD   -  SEAFORD EAST (1992)
 HU0961
 HU0961                         *CURRENT SURVEY CONTROL
 HU0961  ___________________________________________________________________
 HU0961* NAD 83(1991)-  38 38 58.68652(N)    075 36 50.40282(W)     ADJUSTED  
 HU0961* NAVD 88     -        10.297  (meters)      33.78   (feet)  ADJUSTED  
 HU0961  ___________________________________________________________________
 HU0961  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HU0961  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0961  DYNAMIC HT  -          10.291 (meters)      33.76  (feet)  COMP
 HU0961  MODELED GRAV-     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
 HU0961.and adjusted in June 1991.
 HU0961
 HU0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0961
 HU0961.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000396  x   0.99999863  =   1.00000259
 HU0961!UTM  18      -   1.00000396  x   0.99963515  =   0.99963911
 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 (??/??/??)   10.545  (m)           34.60   (f) ADJUSTED    1 1
 HU0961
 HU0961.Superseded values are not recommended for survey control.
 HU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0961.See file dsdata.txt to determine how the superseded data were derived.
 HU0961
 HU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4657178076(NAD 83)
 HU0961_MARKER: DS = TRIANGULATION STATION DISK
 HU0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0961_STAMPING: SEAFORD 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0960 ***********************************************************************
 HU0960  DESIGNATION -  SEAFORD RM 2
 HU0960  PID         -  HU0960
 HU0960  STATE/COUNTY-  DE/SUSSEX
 HU0960  USGS QUAD   -  SEAFORD EAST (1992)
 HU0960
 HU0960                         *CURRENT SURVEY CONTROL
 HU0960  ___________________________________________________________________
 HU0960* NAD 83(1986)-  38 38 58.     (N)    075 36 50.     (W)     SCALED    
 HU0960* NAVD 88     -         9.902  (meters)      32.49   (feet)  ADJUSTED  
 HU0960  ___________________________________________________________________
 HU0960  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0960  DYNAMIC HT  -           9.896 (meters)      32.47  (feet)  COMP
 HU0960  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 HU0960
 HU0960  VERT ORDER  -  SECOND    CLASS 0
 HU0960
 HU0960.The horizontal coordinates were scaled from a topographic map and have
 HU0960.an estimated accuracy of +/- 6 seconds.
 HU0960
 HU0960.The orthometric height was determined by differential leveling
 HU0960.and adjusted in June 1991.
 HU0960
 HU0960.The geoid height was determined by GEOID03.
 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       -    72,110.      182,830.      MT  (+/- 180 meters Scaled)
 HU0960
 HU0960                          SUPERSEDED SURVEY CONTROL
 HU0960
 HU0960  NGVD 29 (??/??/??)   10.150  (m)           33.30   (f) ADJUSTED    2 0
 HU0960
 HU0960.Superseded values are not recommended for survey control.
 HU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0960.See file dsdata.txt to determine how the superseded data were derived.
 HU0960
 HU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH465780(NAD 83)
 HU0960_MARKER: DR = REFERENCE MARK DISK
 HU0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0960_STAMPING: SEAFORD NO 2 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1541 ***********************************************************************
 HU1541  DESIGNATION -  SELBYVILLE MUNICIPAL TANK 1955
 HU1541  PID         -  HU1541
 HU1541  STATE/COUNTY-  DE/SUSSEX
 HU1541  USGS QUAD   -  SELBYVILLE (1992)
 HU1541
 HU1541                         *CURRENT SURVEY CONTROL
 HU1541  ___________________________________________________________________
 HU1541* NAD 83(1991)-  38 27 25.20530(N)    075 13 37.83687(W)     ADJUSTED  
 HU1541* NAVD 88     -              **(meters)            **(feet)            
 HU1541  ___________________________________________________________________
 HU1541  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HU1541  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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
 HU1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1541
 HU1541.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU1541
 HU1541  NAD 83(1986)-  38 27 25.18940(N)    075 13 37.86068(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1541.See file dsdata.txt to determine how the superseded data were derived.
 HU1541
 HU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8017956547(NAD 83)
 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 = MARCH  2, 2009
 DI0960 ***********************************************************************
 DI0960  DESIGNATION -  SEYMOUR
 DI0960  PID         -  DI0960
 DI0960  STATE/COUNTY-  DE/SUSSEX
 DI0960  USGS QUAD   -  LEWES (1991)
 DI0960
 DI0960                         *CURRENT SURVEY CONTROL
 DI0960  ___________________________________________________________________
 DI0960* NAD 83(1991)-  38 46 43.81986(N)    075 08 03.15637(W)     ADJUSTED  
 DI0960* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 DI0960  ___________________________________________________________________
 DI0960  X           -   1,277,317.805 (meters)                     COMP
 DI0960  Y           -  -4,812,074.113 (meters)                     COMP
 DI0960  Z           -   3,973,185.227 (meters)                     COMP
 DI0960  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DI0960  ELLIP HEIGHT-         -34.577 (meters)          (08/09/06) ADJUSTED
 DI0960  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0960  DYNAMIC HT  -           1.021 (meters)       3.35  (feet)  COMP
 DI0960  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 DI0960
 DI0960  HORZ ORDER  -  B
 DI0960  VERT ORDER  -  SECOND    CLASS II
 DI0960  ELLP ORDER  -  FOURTH    CLASS II
 DI0960
 DI0960.The horizontal coordinates were established by GPS observations
 DI0960.and adjusted by the National Geodetic Survey in August 2006.
 DI0960
 DI0960.The orthometric height was determined by differential leveling
 DI0960.and adjusted in September 2008.
 DI0960.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0960
 DI0960.The ellipsoidal height was determined by GPS observations
 DI0960.and is referenced to NAD 83.
 DI0960
 DI0960.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0960;SPC DE       -    86,491.580   224,544.084   MT  1.00000242   +0 10 36.9
 DI0960;SPC DE       -   283,764.46    736,691.72   sFT  1.00000242   +0 10 36.9
 DI0960;UTM  18      - 4,292,243.110   488,342.418   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  =   0.99960709
 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.No superseded survey control is available for this station.
 DI0960
 DI0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8834292243(NAD 83)
 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 01, 2008
 DI0960
 DI0960  HISTORY     - Date     Condition        Report By
 DI0960  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0960  HISTORY     - 20080701 GOOD             DEDT
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3645 ***********************************************************************
 JU3645  DESIGNATION -  SHALLCROSS 1959
 JU3645  PID         -  JU3645
 JU3645  STATE/COUNTY-  DE/NEW CASTLE
 JU3645  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3645
 JU3645                         *CURRENT SURVEY CONTROL
 JU3645  ___________________________________________________________________
 JU3645* NAD 83(1991)-  39 45 13.93438(N)    075 33 16.83112(W)     ADJUSTED  
 JU3645* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 JU3645  ___________________________________________________________________
 JU3645  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU3645  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3645
 JU3645.The geoid height was determined by GEOID03.
 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       -   0.99999893  x   0.99999672  =   0.99999565
 JU3645!UTM  18      -   0.99999893  x   0.99962780  =   0.99962673
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3645.See file dsdata.txt to determine how the superseded data were derived.
 JU3645
 JU3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5248300587(NAD 83)
 JU3645_MARKER: DE = TRAVERSE STATION DISK
 JU3645_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3645+WITH SETTING: PAVEMENT
 JU3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3645+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2020 ***********************************************************************
 HU2020  DESIGNATION -  SHARPTOWN
 HU2020  PID         -  HU2020
 HU2020  STATE/COUNTY-  DE/SUSSEX
 HU2020  USGS QUAD   -  SHARPTOWN (1992)
 HU2020
 HU2020                         *CURRENT SURVEY CONTROL
 HU2020  ___________________________________________________________________
 HU2020* NAD 83(1991)-  38 31 56.63606(N)    075 41 57.49318(W)     ADJUSTED  
 HU2020* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 HU2020  ___________________________________________________________________
 HU2020  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HU2020  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2020
 HU2020.The geoid height was determined by GEOID03.
 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  =   0.99964973
 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    3  
 HU2020
 HU2020.Superseded values are not recommended for survey control.
 HU2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2020.See file dsdata.txt to determine how the superseded data were derived.
 HU2020
 HU2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3904965120(NAD 83)
 HU2020_MARKER: DS = TRIANGULATION STATION DISK
 HU2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2020_SP_SET: SQUARE CONCRETE MONUMENT
 HU2020_STAMPING: SHARPTOWN 1962
 HU2020_MARK LOGO: CGS   
 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 = MARCH  2, 2009
 HU1440 ***********************************************************************
 HU1440  DESIGNATION -  SHORAN
 HU1440  PID         -  HU1440
 HU1440  STATE/COUNTY-  DE/SUSSEX
 HU1440  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU1440
 HU1440                         *CURRENT SURVEY CONTROL
 HU1440  ___________________________________________________________________
 HU1440* NAD 83(1991)-  38 28 35.83763(N)    075 03 02.81843(W)     ADJUSTED  
 HU1440* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1440  ___________________________________________________________________
 HU1440  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HU1440  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1440
 HU1440.The geoid height was determined by GEOID03.
 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       -   1.00000519  x   1.00000755  =   1.00001274
 HU1440!UTM  18      -   1.00000519  x   0.99960024  =   0.99960543
 HU1440
 HU1440|---------------------------------------------------------------------|
 HU1440| PID    Reference Object                     Distance      Geod. Az  |
 HU1440|                                                           dddmmss.s |
 HU1440| DC8249 SHORAN RM 2                          58.747 METERS 16608     |
 HU1440| HU1459 HYDRO 1956                          333.541 METERS 17851     |
 HU1440| HU1442 FENWICK IS LH 1909                  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1440.See file dsdata.txt to determine how the superseded data were derived.
 HU1440
 HU1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557058701(NAD 83)
 HU1440_MARKER: DS = TRIANGULATION STATION DISK
 HU1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1564 ***********************************************************************
 HU1564  DESIGNATION -  SLAB
 HU1564  PID         -  HU1564
 HU1564  STATE/COUNTY-  DE/SUSSEX
 HU1564  USGS QUAD   -  SELBYVILLE (1992)
 HU1564
 HU1564                         *CURRENT SURVEY CONTROL
 HU1564  ___________________________________________________________________
 HU1564* NAD 83(1991)-  38 27 04.57166(N)    075 11 44.10121(W)     ADJUSTED  
 HU1564* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 HU1564  ___________________________________________________________________
 HU1564  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HU1564  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1564
 HU1564.The geoid height was determined by GEOID03.
 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  =   0.99960799
 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 1974                      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    3  
 HU1564
 HU1564.Superseded values are not recommended for survey control.
 HU1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1564.See file dsdata.txt to determine how the superseded data were derived.
 HU1564
 HU1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8293455904(NAD 83)
 HU1564_MARKER: DS = TRIANGULATION STATION DISK
 HU1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1564_SP_SET: CONCRETE POST
 HU1564_STAMPING: SLAB 1974
 HU1564_MARK LOGO: NGS   
 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 - July 13, 1989
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2690 ***********************************************************************
 HU2690  DESIGNATION -  SLAB AZ MK 2
 HU2690  PID         -  HU2690
 HU2690  STATE/COUNTY-  DE/SUSSEX
 HU2690  USGS QUAD   -  SELBYVILLE (1992)
 HU2690
 HU2690                         *CURRENT SURVEY CONTROL
 HU2690  ___________________________________________________________________
 HU2690* NAD 83(1991)-  38 27 13.03465(N)    075 11 56.22231(W)     ADJUSTED  
 HU2690* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 HU2690  ___________________________________________________________________
 HU2690  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HU2690  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2690
 HU2690.The geoid height was determined by GEOID03.
 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       -   1.00000401  x   0.99999945  =   1.00000346
 HU2690!SPC MD       -   1.00000401  x   0.99997683  =   0.99998084
 HU2690!UTM  18      -   1.00000401  x   0.99960371  =   0.99960772
 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    3  
 HU2690
 HU2690.Superseded values are not recommended for survey control.
 HU2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2690.See file dsdata.txt to determine how the superseded data were derived.
 HU2690
 HU2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8264156166(NAD 83)
 HU2690_MARKER: DZ = AZIMUTH MARK DISK
 HU2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2690_SP_SET: CONCRETE POST
 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 - 1989
 HU2690
 HU2690  HISTORY     - Date     Condition        Report By
 HU2690  HISTORY     - 1989     MONUMENTED       MDSHA
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1551 ***********************************************************************
 HU1551  DESIGNATION -  SLAB RM 3 1974
 HU1551  PID         -  HU1551
 HU1551  STATE/COUNTY-  DE/SUSSEX
 HU1551  USGS QUAD   -  SELBYVILLE (1992)
 HU1551
 HU1551                         *CURRENT SURVEY CONTROL
 HU1551  ___________________________________________________________________
 HU1551* NAD 83(1991)-  38 27 12.08332(N)    075 11 56.19149(W)     ADJUSTED  
 HU1551* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 HU1551  ___________________________________________________________________
 HU1551  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HU1551  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1551
 HU1551.The geoid height was determined by GEOID03.
 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       -   1.00000401  x   0.99999945  =   1.00000346
 HU1551!SPC MD       -   1.00000401  x   0.99997686  =   0.99998087
 HU1551!UTM  18      -   1.00000401  x   0.99960371  =   0.99960772
 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    3  
 HU1551
 HU1551.Superseded values are not recommended for survey control.
 HU1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1551.See file dsdata.txt to determine how the superseded data were derived.
 HU1551
 HU1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8264156137(NAD 83)
 HU1551_MARKER: DR = REFERENCE MARK DISK
 HU1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1429 ***********************************************************************
 HU1429  DESIGNATION -  SLAUGHTER
 HU1429  PID         -  HU1429
 HU1429  STATE/COUNTY-  DE/SUSSEX
 HU1429  USGS QUAD   -  MISPILLION RIVER (1993)
 HU1429
 HU1429                         *CURRENT SURVEY CONTROL
 HU1429  ___________________________________________________________________
 HU1429* NAD 83(1991)-  38 52 51.75868(N)    075 16 07.36401(W)     ADJUSTED  
 HU1429* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1429  ___________________________________________________________________
 HU1429  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HU1429  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1429
 HU1429.The geoid height was determined by GEOID03.
 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       -  MIAH MAULL SHOAL LIGHT                   010 41 09.2
 HU1429:SPC NJ       -  MIAH MAULL SHOAL LIGHT                   011 15 40.7
 HU1429:UTM  18      -  MIAH MAULL SHOAL LIGHT                   010 56 50.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1429.See file dsdata.txt to determine how the superseded data were derived.
 HU1429
 HU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7669303610(NAD 83)
 HU1429_MARKER: DS = TRIANGULATION STATION DISK
 HU1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1434 ***********************************************************************
 HU1434  DESIGNATION -  SLAW 1970
 HU1434  PID         -  HU1434
 HU1434  STATE/COUNTY-  DE/SUSSEX
 HU1434  USGS QUAD   -  MISPILLION RIVER (1993)
 HU1434
 HU1434                         *CURRENT SURVEY CONTROL
 HU1434  ___________________________________________________________________
 HU1434* NAD 83(1991)-  38 55 20.46779(N)    075 18 41.17774(W)     ADJUSTED  
 HU1434* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1434  ___________________________________________________________________
 HU1434  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HU1434  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1434
 HU1434.The geoid height was determined by GEOID03.
 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  =   0.99961417
 HU1434
 HU1434:                Primary Azimuth Mark                     Grid Az
 HU1434:SPC DE       -  TOUGH 1970                               141 12 02.9
 HU1434:UTM  18      -  TOUGH 1970                               141 27 45.3
 HU1434
 HU1434|---------------------------------------------------------------------|
 HU1434| PID    Reference Object                     Distance      Geod. Az  |
 HU1434|                                                           dddmmss.s |
 HU1434| HU1433 TOUGH 1970                          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    3  
 HU1434
 HU1434.Superseded values are not recommended for survey control.
 HU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1434.See file dsdata.txt to determine how the superseded data were derived.
 HU1434
 HU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7300308206(NAD 83)
 HU1434_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0961 ***********************************************************************
 DI0961  DESIGNATION -  SMITH
 DI0961  PID         -  DI0961
 DI0961  STATE/COUNTY-  DE/SUSSEX
 DI0961  USGS QUAD   -  CAPE HENLOPEN (1991)
 DI0961
 DI0961                         *CURRENT SURVEY CONTROL
 DI0961  ___________________________________________________________________
 DI0961* NAD 83(1991)-  38 46 55.15560(N)    075 06 14.35744(W)     ADJUSTED  
 DI0961* NAVD 88     -         1.567  (meters)       5.14   (feet)  ADJUSTED  
 DI0961  ___________________________________________________________________
 DI0961  X           -   1,279,799.693 (meters)                     COMP
 DI0961  Y           -  -4,811,188.538 (meters)                     COMP
 DI0961  Z           -   3,973,458.073 (meters)                     COMP
 DI0961  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DI0961  ELLIP HEIGHT-         -34.014 (meters)          (08/09/06) ADJUSTED
 DI0961  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DI0961  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 DI0961  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 DI0961
 DI0961  HORZ ORDER  -  B
 DI0961  VERT ORDER  -  SECOND    CLASS II
 DI0961  ELLP ORDER  -  FOURTH    CLASS II
 DI0961
 DI0961.The horizontal coordinates were established by GPS observations
 DI0961.and adjusted by the National Geodetic Survey in August 2006.
 DI0961
 DI0961.The orthometric height was determined by differential leveling
 DI0961.and adjusted in September 2008.
 DI0961.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0961
 DI0961.The ellipsoidal height was determined by GPS observations
 DI0961.and is referenced to NAD 83.
 DI0961
 DI0961.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0961;SPC DE       -    86,849.676   227,169.031   MT  1.00000409   +0 11 45.1
 DI0961;SPC DE       -   284,939.31    745,303.73   sFT  1.00000409   +0 11 45.1
 DI0961;UTM  18      - 4,292,589.107   490,967.913   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  =   0.99960633
 DI0961
 DI0961                          SUPERSEDED SURVEY CONTROL
 DI0961
 DI0961.No superseded survey control is available for this station.
 DI0961
 DI0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9096892589(NAD 83)
 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 - July 05, 2008
 DI0961
 DI0961  HISTORY     - Date     Condition        Report By
 DI0961  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0961  HISTORY     - 20080705 GOOD             DEDT
 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'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3430 ***********************************************************************
 JU3430  DESIGNATION -  SMYRNA FOREST FIRE TWR
 JU3430  PID         -  JU3430
 JU3430  STATE/COUNTY-  DE/NEW CASTLE
 JU3430  USGS QUAD   -  SMYRNA (1993)
 JU3430
 JU3430                         *CURRENT SURVEY CONTROL
 JU3430  ___________________________________________________________________
 JU3430* NAD 83(1991)-  39 19 18.88205(N)    075 37 17.15585(W)     ADJUSTED  
 JU3430* NAVD 88     -              **(meters)            **(feet)            
 JU3430  ___________________________________________________________________
 JU3430  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JU3430  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU3430  HORZ ORDER  -  THIRD
 JU3430
 JU3430.The horizontal coordinates were established by classical geodetic methods
 JU3430.and adjusted by the National Geodetic Survey in January 1992.
 JU3430
 JU3430
 JU3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3430
 JU3430.The geoid height was determined by GEOID03.
 JU3430
 JU3430;                    North         East     Units Scale Factor Converg.
 JU3430;SPC DE       -   146,763.395   182,342.637   MT  0.99999884   -0 07 47.1
 JU3430;SPC DE       -   481,506.24    598,235.80   sFT  0.99999884   -0 07 47.1
 JU3430;UTM  18      - 4,352,684.539   446,433.571   MT  0.99963533   -0 23 37.7
 JU3430
 JU3430                          SUPERSEDED SURVEY CONTROL
 JU3430
 JU3430  NAD 83(1986)-  39 19 18.87358(N)    075 37 17.16846(W) AD(       ) 4
 JU3430  NAD 27      -  39 19 18.46700(N)    075 37 18.41900(W) AD(       ) 3
 JU3430
 JU3430.Superseded values are not recommended for survey control.
 JU3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3430.See file dsdata.txt to determine how the superseded data were derived.
 JU3430
 JU3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4643452685(NAD 83)
 JU3430_MARKER: 57 = LOOKOUT TOWER
 JU3430_MARK LOGO: CGS   
 JU3430
 JU3430  HISTORY     - Date     Condition        Report By
 JU3430  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3430  HISTORY     - 19830615 GOOD             NGS
 JU3430  HISTORY     - 20010331 GOOD             NGS
 JU3430  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 JU3430
 JU3430                          STATION DESCRIPTION
 JU3430
 JU3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3430'THE STATION IS THE TOP AND CENTER OF ROOF OF THE GLASS
 JU3430'INCLOSED CAB OF THE SMYRNA, FOREST FIRE TOWER.  LOCATED
 JU3430'ALONG THE WEST SIDE OF U.S. HIGHWAY 13, ABOUT 1.0 MILE
 JU3430'NORTHWEST OF SMYRNA.  IT IS A 4-CHANNEL IRON LEGGED STRUCTURE
 JU3430'WITH A GLASS INCLOSED CAB MOUNTED AT THEIR APEX.  THE
 JU3430'STRUCTURE IS SILVER IN COLOR AND THE OVERALL HEIGHT IS
 JU3430'APPROXIMATELY 150.0 FEET.
 JU3430
 JU3430                          STATION RECOVERY (1983)
 JU3430
 JU3430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU3430'THE STATION IS RECOVERED AS DESCRIBED.
 JU3430
 JU3430                          STATION RECOVERY (2001)
 JU3430
 JU3430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3430
 JU3430                          STATION RECOVERY (2008)
 JU3430
 JU3430'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU3430'TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3428 ***********************************************************************
 JU3428  DESIGNATION -  SMYRNA ME CHURCH SPIRE
 JU3428  PID         -  JU3428
 JU3428  STATE/COUNTY-  DE/KENT
 JU3428  USGS QUAD   -  SMYRNA (1993)
 JU3428
 JU3428                         *CURRENT SURVEY CONTROL
 JU3428  ___________________________________________________________________
 JU3428* NAD 83(1991)-  39 18 03.83837(N)    075 36 29.82741(W)     ADJUSTED  
 JU3428* NAVD 88     -              **(meters)            **(feet)            
 JU3428  ___________________________________________________________________
 JU3428  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JU3428  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 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
 JU3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3428
 JU3428.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3428
 JU3428  NAD 83(1986)-  39 18 03.82825(N)    075 36 29.83943(W) AD(       ) 4
 JU3428  NAD 27      -  39 18 03.42000(N)    075 36 31.09000(W) AD(       ) 3
 JU3428
 JU3428.Superseded values are not recommended for survey control.
 JU3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3428.See file dsdata.txt to determine how the superseded data were derived.
 JU3428
 JU3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4755150363(NAD 83)
 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 = MARCH  2, 2009
 HU2807 ***********************************************************************
 HU2807  DESIGNATION -  SOUTH JETTY
 HU2807  PID         -  HU2807
 HU2807  STATE/COUNTY-  DE/SUSSEX
 HU2807  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2807
 HU2807                         *CURRENT SURVEY CONTROL
 HU2807  ___________________________________________________________________
 HU2807* NAD 83(1991)-  38 56 11.70788(N)    075 17 53.58199(W)     ADJUSTED  
 HU2807* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 HU2807  ___________________________________________________________________
 HU2807  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HU2807  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2807
 HU2807.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU2807
 HU2807  NGVD 29 (06/04/92)    8.     (m)           26.     (f) VERT ANG    3  
 HU2807
 HU2807.Superseded values are not recommended for survey control.
 HU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2807.See file dsdata.txt to determine how the superseded data were derived.
 HU2807
 HU2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7415409782(NAD 83)
 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 = MARCH  2, 2009
 HU1418 ***********************************************************************
 HU1418  DESIGNATION -  SPEARS BATHHOUSE SOUTH GABLE
 HU1418  PID         -  HU1418
 HU1418  STATE/COUNTY-  DE/SUSSEX
 HU1418  USGS QUAD   -  FRANKFORD (1991)
 HU1418
 HU1418                         *CURRENT SURVEY CONTROL
 HU1418  ___________________________________________________________________
 HU1418* NAD 83(1991)-  38 35 45.16351(N)    075 10 22.27487(W)     ADJUSTED  
 HU1418* NAVD 88     -              **(meters)            **(feet)            
 HU1418  ___________________________________________________________________
 HU1418  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HU1418  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 HU1418  HORZ ORDER  -  THIRD
 HU1418
 HU1418.The horizontal coordinates were established by classical geodetic methods
 HU1418.and adjusted by the National Geodetic Survey in January 1992.
 HU1418
 HU1418
 HU1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1418
 HU1418.The geoid height was determined by GEOID03.
 HU1418
 HU1418;                    North         East     Units Scale Factor Converg.
 HU1418;SPC DE       -    66,171.669   221,240.127   MT  1.00000055   +0 09 07.5
 HU1418;SPC DE       -   217,098.22    725,851.98   sFT  1.00000055   +0 09 07.5
 HU1418;UTM  18      - 4,271,946.534   484,947.484   MT  0.99960279   -0 06 28.2
 HU1418
 HU1418                          SUPERSEDED SURVEY CONTROL
 HU1418
 HU1418  NAD 83(1986)-  38 35 45.14979(N)    075 10 22.29114(W) AD(       ) 4
 HU1418  NAD 27      -  38 35 44.74400(N)    075 10 23.63200(W) AD(       ) 3
 HU1418
 HU1418.Superseded values are not recommended for survey control.
 HU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1418.See file dsdata.txt to determine how the superseded data were derived.
 HU1418
 HU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8494771947(NAD 83)
 HU1418_MARKER: 81 = GABLE
 HU1418
 HU1418  HISTORY     - Date     Condition        Report By
 HU1418  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1418  HISTORY     - 1943     GOOD             CGS
 HU1418  HISTORY     - 1961     GOOD             CGS
 HU1418
 HU1418                          STATION DESCRIPTION
 HU1418
 HU1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1418'THE STATION IS THE S GABLE OF SPEARS BATHOUSE WHICH STANDS ON A
 HU1418'DOCK DIRECTLY OFFSHORE FROM OAK ORCHARD.
 HU1418
 HU1418                          STATION RECOVERY (1961)
 HU1418
 HU1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1418'STATION RECOVERED IN GOOD CONDITION, AND A CHECK WITH THE LOCAL
 HU1418'RESIDENTS VERIFIED THIS STATION.  THE RECOVERY NOTE BY F.L.G. IN
 HU1418'1943 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1476 ***********************************************************************
 JU1476  DESIGNATION -  SPOIL
 JU1476  PID         -  JU1476
 JU1476  STATE/COUNTY-  DE/NEW CASTLE
 JU1476  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1476
 JU1476                         *CURRENT SURVEY CONTROL
 JU1476  ___________________________________________________________________
 JU1476* NAD 83(1991)-  39 43 42.40924(N)    075 31 18.29200(W)     ADJUSTED  
 JU1476* NAVD 88     -         4.792  (meters)      15.72   (feet)  POSTED    
 JU1476  ___________________________________________________________________
 JU1476  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 JU1476  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1476  DYNAMIC HT  -           4.790 (meters)      15.72  (feet)  COMP
 JU1476  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU1476
 JU1476  HORZ ORDER  -  THIRD
 JU1476  VERT ORDER  -  * POSTED, Code NC , 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  in 1992.
 JU1476.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU1476.was located on a no-check spur therefore a value was not computed.
 JU1476.No vertical observational check was made to the station.
 JU1476
 JU1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1476
 JU1476.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 (??/??/??)    5.155  (m)           16.91   (f) ADJUSTED    2 0
 JU1476
 JU1476.Superseded values are not recommended for survey control.
 JU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1476.See file dsdata.txt to determine how the superseded data were derived.
 JU1476
 JU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5528897748(NAD 83)
 JU1476_MARKER: DS = TRIANGULATION STATION DISK
 JU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1476_STAMPING: SPOIL 1958
 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 = MARCH  2, 2009
 JU1477 ***********************************************************************
 JU1477  DESIGNATION -  SPOIL RM 1
 JU1477  PID         -  JU1477
 JU1477  STATE/COUNTY-  DE/NEW CASTLE
 JU1477  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1477
 JU1477                         *CURRENT SURVEY CONTROL
 JU1477  ___________________________________________________________________
 JU1477* NAD 83(1986)-  39 43 41.     (N)    075 31 18.     (W)     SCALED    
 JU1477* NAVD 88     -         4.594  (meters)      15.07   (feet)  POSTED    
 JU1477  ___________________________________________________________________
 JU1477  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU1477  DYNAMIC HT  -           4.590 (meters)      15.06  (feet)  COMP
 JU1477  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU1477
 JU1477  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU1477
 JU1477.The horizontal coordinates were scaled from a topographic map and have
 JU1477.an estimated accuracy of +/- 6 seconds.
 JU1477
 JU1477.The orthometric height was determined by differential leveling
 JU1477.and adjusted by the  in 1992.
 JU1477.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU1477.was located on a no-check spur therefore a value was not computed.
 JU1477.No vertical observational check was made to the station.
 JU1477
 JU1477.The geoid height was determined by GEOID03.
 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       -   191,840.      191,000.      MT  (+/- 180 meters Scaled)
 JU1477
 JU1477                          SUPERSEDED SURVEY CONTROL
 JU1477
 JU1477  NGVD 29 (??/??/??)    4.958  (m)           16.27   (f) ADJUSTED    2 0
 JU1477
 JU1477.Superseded values are not recommended for survey control.
 JU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1477.See file dsdata.txt to determine how the superseded data were derived.
 JU1477
 JU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ552977(NAD 83)
 JU1477_MARKER: DR = REFERENCE MARK DISK
 JU1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1477_STAMPING: SPOIL NO 1 1958
 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 = MARCH  2, 2009
 JU3805 ***********************************************************************
 JU3805  DESIGNATION -  ST GEORGE
 JU3805  PID         -  JU3805
 JU3805  STATE/COUNTY-  DE/NEW CASTLE
 JU3805  USGS QUAD   -  SAINT GEORGES (1993)
 JU3805
 JU3805                         *CURRENT SURVEY CONTROL
 JU3805  ___________________________________________________________________
 JU3805* NAD 83(1991)-  39 33 11.05553(N)    075 38 54.89719(W)     ADJUSTED  
 JU3805* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3805  ___________________________________________________________________
 JU3805  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU3805  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3805
 JU3805.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 USE NEAR ST GEORGE 1933       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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3805.See file dsdata.txt to determine how the superseded data were derived.
 JU3805
 JU3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4427878355(NAD 83)
 JU3805_MARKER: DS = TRIANGULATION STATION DISK
 JU3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 DI0963 ***********************************************************************
 DI0963  DESIGNATION -  STABLEY
 DI0963  PID         -  DI0963
 DI0963  STATE/COUNTY-  DE/SUSSEX
 DI0963  USGS QUAD   -  LEWES (1991)
 DI0963
 DI0963                         *CURRENT SURVEY CONTROL
 DI0963  ___________________________________________________________________
 DI0963* NAD 83(1991)-  38 47 13.76898(N)    075 09 40.90415(W)     ADJUSTED  
 DI0963* NAVD 88     -         1.271  (meters)       4.17   (feet)  ADJUSTED  
 DI0963  ___________________________________________________________________
 DI0963  X           -   1,274,889.155 (meters)                     COMP
 DI0963  Y           -  -4,812,119.914 (meters)                     COMP
 DI0963  Z           -   3,973,905.303 (meters)                     COMP
 DI0963  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DI0963  ELLIP HEIGHT-         -34.306 (meters)          (08/09/06) ADJUSTED
 DI0963  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DI0963  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 DI0963  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 DI0963
 DI0963  HORZ ORDER  -  B
 DI0963  VERT ORDER  -  SECOND    CLASS II
 DI0963  ELLP ORDER  -  FOURTH    CLASS II
 DI0963
 DI0963.The horizontal coordinates were established by GPS observations
 DI0963.and adjusted by the National Geodetic Survey in August 2006.
 DI0963
 DI0963.The orthometric height was determined by differential leveling
 DI0963.and adjusted in September 2008.
 DI0963
 DI0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0963
 DI0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0963
 DI0963.The ellipsoidal height was determined by GPS observations
 DI0963.and is referenced to NAD 83.
 DI0963
 DI0963.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0963;SPC DE       -    87,408.168   222,182.114   MT  1.00000106   +0 09 35.8
 DI0963;SPC DE       -   286,771.63    728,942.49   sFT  1.00000106   +0 09 35.8
 DI0963;UTM  18      - 4,293,170.077   485,985.590   MT  0.99960242   -0 06 03.9
 DI0963
 DI0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0963!SPC DE       -   1.00000538  x   1.00000106  =   1.00000644
 DI0963!UTM  18      -   1.00000538  x   0.99960242  =   0.99960780
 DI0963
 DI0963                          SUPERSEDED SURVEY CONTROL
 DI0963
 DI0963.No superseded survey control is available for this station.
 DI0963
 DI0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8598693170(NAD 83)
 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 01, 2008
 DI0963
 DI0963  HISTORY     - Date     Condition        Report By
 DI0963  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0963  HISTORY     - 20080701 GOOD             DEDT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DI0962 ***********************************************************************
 DI0962  DESIGNATION -  STANGO
 DI0962  PID         -  DI0962
 DI0962  STATE/COUNTY-  DE/SUSSEX
 DI0962  USGS QUAD   -  LEWES (1991)
 DI0962
 DI0962                         *CURRENT SURVEY CONTROL
 DI0962  ___________________________________________________________________
 DI0962* NAD 83(1991)-  38 45 26.75580(N)    075 08 51.10017(W)     ADJUSTED  
 DI0962* NAVD 88     -         7.097  (meters)      23.28   (feet)  ADJUSTED  
 DI0962  ___________________________________________________________________
 DI0962  X           -   1,276,581.895 (meters)                     COMP
 DI0962  Y           -  -4,813,813.742 (meters)                     COMP
 DI0962  Z           -   3,971,336.200 (meters)                     COMP
 DI0962  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DI0962  ELLIP HEIGHT-         -28.517 (meters)          (08/09/06) ADJUSTED
 DI0962  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DI0962  DYNAMIC HT  -           7.093 (meters)      23.27  (feet)  COMP
 DI0962  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 DI0962
 DI0962  HORZ ORDER  -  B
 DI0962  VERT ORDER  -  SECOND    CLASS II
 DI0962  ELLP ORDER  -  FOURTH    CLASS II
 DI0962
 DI0962.The horizontal coordinates were established by GPS observations
 DI0962.and adjusted by the National Geodetic Survey in August 2006.
 DI0962
 DI0962.The orthometric height was determined by differential leveling
 DI0962.and adjusted in September 2008.
 DI0962.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DI0962
 DI0962.The ellipsoidal height was determined by GPS observations
 DI0962.and is referenced to NAD 83.
 DI0962
 DI0962.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DI0962;SPC DE       -    84,111.718   223,393.827   MT  1.00000174   +0 10 06.6
 DI0962;SPC DE       -   275,956.53    732,917.91   sFT  1.00000174   +0 10 06.6
 DI0962;UTM  18      - 4,289,869.462   487,181.801   MT  0.99960202   -0 05 32.5
 DI0962
 DI0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0962!SPC DE       -   1.00000447  x   1.00000174  =   1.00000621
 DI0962!UTM  18      -   1.00000447  x   0.99960202  =   0.99960649
 DI0962
 DI0962                          SUPERSEDED SURVEY CONTROL
 DI0962
 DI0962.No superseded survey control is available for this station.
 DI0962
 DI0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8718289869(NAD 83)
 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 - July 05, 2008
 DI0962
 DI0962  HISTORY     - Date     Condition        Report By
 DI0962  HISTORY     - 20050105 MONUMENTED       DE0280
 DI0962  HISTORY     - 20080705 GOOD             DEDT
 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'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 OF
 DI0962'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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1886 ***********************************************************************
 JU1886  DESIGNATION -  STATE FARM
 JU1886  PID         -  JU1886
 JU1886  STATE/COUNTY-  DE/NEW CASTLE
 JU1886  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1886
 JU1886                         *CURRENT SURVEY CONTROL
 JU1886  ___________________________________________________________________
 JU1886* NAD 83(1991)-  39 42 20.87412(N)    075 35 00.28886(W)     ADJUSTED  
 JU1886* NAVD 88     -         1.737  (meters)       5.70   (feet)  ADJUSTED  
 JU1886  ___________________________________________________________________
 JU1886  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JU1886  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1886  DYNAMIC HT  -           1.736 (meters)       5.70  (feet)  COMP
 JU1886  MODELED GRAV-     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
 JU1886.and adjusted in June 1991.
 JU1886
 JU1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1886
 JU1886.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 (??/??/??)    1.991  (m)            6.53   (f) ADJUSTED    1 1
 JU1886
 JU1886.Superseded values are not recommended for survey control.
 JU1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1886.See file dsdata.txt to determine how the superseded data were derived.
 JU1886
 JU1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4998795267(NAD 83)
 JU1886_MARKER: DS = TRIANGULATION STATION DISK
 JU1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1886_STAMPING: STATE FARM 1958
 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 = MARCH  2, 2009
 JU1887 ***********************************************************************
 JU1887  DESIGNATION -  STATE FARM RM 1
 JU1887  PID         -  JU1887
 JU1887  STATE/COUNTY-  DE/NEW CASTLE
 JU1887  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1887
 JU1887                         *CURRENT SURVEY CONTROL
 JU1887  ___________________________________________________________________
 JU1887* NAD 83(1986)-  39 42 20.     (N)    075 35 01.     (W)     SCALED    
 JU1887* NAVD 88     -         2.050  (meters)       6.73   (feet)  ADJUSTED  
 JU1887  ___________________________________________________________________
 JU1887  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1887  DYNAMIC HT  -           2.049 (meters)       6.72  (feet)  COMP
 JU1887  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 JU1887
 JU1887  VERT ORDER  -  FIRST     CLASS I
 JU1887
 JU1887.The horizontal coordinates were scaled from a topographic map and have
 JU1887.an estimated accuracy of +/- 6 seconds.
 JU1887
 JU1887.The orthometric height was determined by differential leveling
 JU1887.and adjusted in June 1991.
 JU1887
 JU1887.The geoid height was determined by GEOID03.
 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       -   189,350.      185,680.      MT  (+/- 180 meters Scaled)
 JU1887
 JU1887                          SUPERSEDED SURVEY CONTROL
 JU1887
 JU1887  NGVD 29 (??/??/??)    2.304  (m)            7.56   (f) ADJUSTED    1 1
 JU1887
 JU1887.Superseded values are not recommended for survey control.
 JU1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1887.See file dsdata.txt to determine how the superseded data were derived.
 JU1887
 JU1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499952(NAD 83)
 JU1887_MARKER: DR = REFERENCE MARK DISK
 JU1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1887_STAMPING: STATE FARM NO 1 1958
 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 = MARCH  2, 2009
 JU1389 ***********************************************************************
 JU1389  DESIGNATION -  STATE FARM RM 2
 JU1389  PID         -  JU1389
 JU1389  STATE/COUNTY-  DE/NEW CASTLE
 JU1389  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1389
 JU1389                         *CURRENT SURVEY CONTROL
 JU1389  ___________________________________________________________________
 JU1389* NAD 83(1986)-  39 42 20.     (N)    075 35 01.     (W)     SCALED    
 JU1389* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 JU1389  ___________________________________________________________________
 JU1389  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1389  DYNAMIC HT  -           2.025 (meters)       6.64  (feet)  COMP
 JU1389  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 JU1389
 JU1389  VERT ORDER  -  FIRST     CLASS I
 JU1389
 JU1389.The horizontal coordinates were scaled from a topographic map and have
 JU1389.an estimated accuracy of +/- 6 seconds.
 JU1389
 JU1389.The orthometric height was determined by differential leveling
 JU1389.and adjusted in June 1991.
 JU1389
 JU1389.The geoid height was determined by GEOID03.
 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       -   189,350.      185,680.      MT  (+/- 180 meters Scaled)
 JU1389
 JU1389                          SUPERSEDED SURVEY CONTROL
 JU1389
 JU1389  NGVD 29 (??/??/??)    2.280  (m)            7.48   (f) ADJUSTED    1 1
 JU1389
 JU1389.Superseded values are not recommended for survey control.
 JU1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1389.See file dsdata.txt to determine how the superseded data were derived.
 JU1389
 JU1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499952(NAD 83)
 JU1389_MARKER: DR = REFERENCE MARK DISK
 JU1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1389_STAMPING: STATE FARM NO 2 1958
 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 = MARCH  2, 2009
 HU1670 ***********************************************************************
 HU1670  DESIGNATION -  STEEN
 HU1670  PID         -  HU1670
 HU1670  STATE/COUNTY-  DE/SUSSEX
 HU1670  USGS QUAD   -  WHALEYSVILLE (1992)
 HU1670
 HU1670                         *CURRENT SURVEY CONTROL
 HU1670  ___________________________________________________________________
 HU1670* NAD 83(1991)-  38 27 06.09529(N)    075 17 20.68077(W)     ADJUSTED  
 HU1670* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 HU1670  ___________________________________________________________________
 HU1670  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HU1670  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1670
 HU1670.The geoid height was determined by GEOID03.
 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       -   1.00000393  x   0.99999653  =   1.00000046
 HU1670!SPC MD       -   1.00000393  x   0.99997707  =   0.99998100
 HU1670!UTM  18      -   1.00000393  x   0.99960784  =   0.99961177
 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 1974                     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    3  
 HU1670
 HU1670.Superseded values are not recommended for survey control.
 HU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1670.See file dsdata.txt to determine how the superseded data were derived.
 HU1670
 HU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7477655973(NAD 83)
 HU1670_MARKER: DS = TRIANGULATION STATION DISK
 HU1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3378 ***********************************************************************
 JU3378  DESIGNATION -  STONE 2
 JU3378  PID         -  JU3378
 JU3378  STATE/COUNTY-  DE/KENT
 JU3378  USGS QUAD   -  BENNETTS PIER (1993)
 JU3378
 JU3378                         *CURRENT SURVEY CONTROL
 JU3378  ___________________________________________________________________
 JU3378* NAD 83(1991)-  39 00 02.36688(N)    075 19 43.12050(W)     ADJUSTED  
 JU3378* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3378  ___________________________________________________________________
 JU3378  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU3378  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3378
 JU3378.The geoid height was determined by GEOID03.
 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  =   0.99961520
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3378.See file dsdata.txt to determine how the superseded data were derived.
 JU3378
 JU3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7154216901(NAD 83)
 JU3378_MARKER: DD = SURVEY DISK
 JU3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3378_SP_SET: SQUARE CONCRETE MONUMENT
 JU3378_STAMPING: STONE 1932
 JU3378_MARK LOGO: CGS   
 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 = MARCH  2, 2009
 HU2809 ***********************************************************************
 HU2809  DESIGNATION -  STONE 2 RM 1
 HU2809  PID         -  HU2809
 HU2809  STATE/COUNTY-  DE/KENT
 HU2809  USGS QUAD   -  MISPILLION RIVER (1993)
 HU2809
 HU2809                         *CURRENT SURVEY CONTROL
 HU2809  ___________________________________________________________________
 HU2809* NAD 83(1991)-  39 00 01.39662(N)    075 19 43.27034(W)     NO CHECK  
 HU2809* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU2809  ___________________________________________________________________
 HU2809  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HU2809  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 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.No horizontal observational check was made to the station.
 HU2809
 HU2809.The orthometric height was scaled from a topographic map.
 HU2809
 HU2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2809
 HU2809.The geoid height was determined by GEOID03.
 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  =   0.99961520
 HU2809
 HU2809                          SUPERSEDED SURVEY CONTROL
 HU2809
 HU2809.No superseded survey control is available for this station.
 HU2809
 HU2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7153916871(NAD 83)
 HU2809_MARKER: DD = SURVEY DISK
 HU2809_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU0797 ***********************************************************************
 JU0797  DESIGNATION -  STONEY
 JU0797  PID         -  JU0797
 JU0797  STATE/COUNTY-  DE/NEW CASTLE
 JU0797  USGS QUAD   -  MARCUS HOOK (1993)
 JU0797
 JU0797                         *CURRENT SURVEY CONTROL
 JU0797  ___________________________________________________________________
 JU0797* NAD 83(1991)-  39 46 28.89461(N)    075 28 53.86876(W)     ADJUSTED  
 JU0797* NAVD 88     -         3.216  (meters)      10.55   (feet)  ADJUSTED  
 JU0797  ___________________________________________________________________
 JU0797  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU0797  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0797  DYNAMIC HT  -           3.215 (meters)      10.55  (feet)  COMP
 JU0797  MODELED GRAV-     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
 JU0797.and adjusted in June 1991.
 JU0797
 JU0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0797
 JU0797.The geoid height was determined by GEOID03.
 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;                    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       -  WILMINGTON BROOK VIEW WATER TK           031 38 48.2
 JU0797:SPC NJ       -  WILMINGTON BROOK VIEW WATER TK           032 13 59.6
 JU0797:SPC PA S     -  WILMINGTON BROOK VIEW WATER TK           030 08 00.5
 JU0797:UTM  18      -  WILMINGTON BROOK VIEW WATER TK           031 54 47.9
 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 (??/??/??)    3.486  (m)           11.44   (f) ADJUSTED    1 1
 JU0797
 JU0797.Superseded values are not recommended for survey control.
 JU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0797.See file dsdata.txt to determine how the superseded data were derived.
 JU0797
 JU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5875302862(NAD 83)
 JU0797_MARKER: DS = TRIANGULATION STATION DISK
 JU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0797_STAMPING: STONEY 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0798 ***********************************************************************
 JU0798  DESIGNATION -  STONEY RM 1
 JU0798  PID         -  JU0798
 JU0798  STATE/COUNTY-  DE/NEW CASTLE
 JU0798  USGS QUAD   -  MARCUS HOOK (1993)
 JU0798
 JU0798                         *CURRENT SURVEY CONTROL
 JU0798  ___________________________________________________________________
 JU0798* NAD 83(1986)-  39 46 28.     (N)    075 28 54.     (W)     SCALED    
 JU0798* NAVD 88     -         3.281  (meters)      10.76   (feet)  ADJUSTED  
 JU0798  ___________________________________________________________________
 JU0798  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0798  DYNAMIC HT  -           3.280 (meters)      10.76  (feet)  COMP
 JU0798  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 JU0798
 JU0798  VERT ORDER  -  FIRST     CLASS I
 JU0798
 JU0798.The horizontal coordinates were scaled from a topographic map and have
 JU0798.an estimated accuracy of +/- 6 seconds.
 JU0798
 JU0798.The orthometric height was determined by differential leveling
 JU0798.and adjusted in June 1991.
 JU0798
 JU0798.The geoid height was determined by GEOID03.
 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       -   196,990.      194,430.      MT  (+/- 180 meters Scaled)
 JU0798
 JU0798                          SUPERSEDED SURVEY CONTROL
 JU0798
 JU0798  NGVD 29 (??/??/??)    3.551  (m)           11.65   (f) ADJUSTED    1 1
 JU0798
 JU0798.Superseded values are not recommended for survey control.
 JU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0798.See file dsdata.txt to determine how the superseded data were derived.
 JU0798
 JU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK587028(NAD 83)
 JU0798_MARKER: DR = REFERENCE MARK DISK
 JU0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0798_STAMPING: STONEY NO 1 1958
 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 = MARCH  2, 2009
 JU0796 ***********************************************************************
 JU0796  DESIGNATION -  STONEY RM 2
 JU0796  PID         -  JU0796
 JU0796  STATE/COUNTY-  DE/NEW CASTLE
 JU0796  USGS QUAD   -  MARCUS HOOK (1993)
 JU0796
 JU0796                         *CURRENT SURVEY CONTROL
 JU0796  ___________________________________________________________________
 JU0796* NAD 83(1986)-  39 46 28.     (N)    075 28 54.     (W)     SCALED    
 JU0796* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 JU0796  ___________________________________________________________________
 JU0796  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0796  DYNAMIC HT  -           2.884 (meters)       9.46  (feet)  COMP
 JU0796  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 JU0796
 JU0796  VERT ORDER  -  FIRST     CLASS I
 JU0796
 JU0796.The horizontal coordinates were scaled from a topographic map and have
 JU0796.an estimated accuracy of +/- 6 seconds.
 JU0796
 JU0796.The orthometric height was determined by differential leveling
 JU0796.and adjusted in June 1991.
 JU0796
 JU0796.The geoid height was determined by GEOID03.
 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       -   196,990.      194,430.      MT  (+/- 180 meters Scaled)
 JU0796
 JU0796                          SUPERSEDED SURVEY CONTROL
 JU0796
 JU0796  NGVD 29 (??/??/??)    3.155  (m)           10.35   (f) ADJUSTED    1 1
 JU0796
 JU0796.Superseded values are not recommended for survey control.
 JU0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0796.See file dsdata.txt to determine how the superseded data were derived.
 JU0796
 JU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK587028(NAD 83)
 JU0796_MARKER: DR = REFERENCE MARK DISK
 JU0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0796_STAMPING: STONEY NO 2 1958
 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 = MARCH  2, 2009
 JU4001 ***********************************************************************
 JU4001  PACS        -  This is a Primary Airport Control Station.
 JU4001  DESIGNATION -  SUMMIT
 JU4001  PID         -  JU4001
 JU4001  STATE/COUNTY-  DE/NEW CASTLE
 JU4001  USGS QUAD   -  SAINT GEORGES (1993)
 JU4001
 JU4001                         *CURRENT SURVEY CONTROL
 JU4001  ___________________________________________________________________
 JU4001* NAD 83(2007)-  39 31 20.33627(N)    075 43 14.01443(W)     ADJUSTED  
 JU4001* NAVD 88     -        21.13   (meters)      69.3    (feet)  GPS OBS   
 JU4001  ___________________________________________________________________
 JU4001  EPOCH DATE  -        2002.00
 JU4001  X           -   1,215,157.184 (meters)                     COMP
 JU4001  Y           -  -4,774,408.788 (meters)                     COMP
 JU4001  Z           -   4,037,207.227 (meters)                     COMP
 JU4001  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU4001  ELLIP HEIGHT-         -12.197 (meters)          (02/10/07) ADJUSTED
 JU4001  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU4001
 JU4001  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4001  Type    PID    Designation                      North   East  Ellip
 JU4001  -------------------------------------------------------------------
 JU4001  NETWORK JU4001 SUMMIT                            0.39   0.65   1.22
 JU4001  -------------------------------------------------------------------
 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 February 2007.
 JU4001
 JU4001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4001.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4001.The horizontal coordinates are valid at the epoch date displayed above.
 JU4001.The epoch date for horizontal control is a decimal equivalence
 JU4001.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 NAVD 88 network.
 JU4001
 JU4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4001
 JU4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4001
 JU4001.The ellipsoidal height was determined by GPS observations
 JU4001.and is referenced to NAD 83.
 JU4001
 JU4001.The geoid height was determined by GEOID03.
 JU4001
 JU4001;                    North         East     Units Scale Factor Converg.
 JU4001;SPC DE       -   169,036.947   173,869.601   MT  1.00000340   -0 11 36.2
 JU4001;SPC DE       -   554,582.05    570,437.18   sFT  1.00000340   -0 11 36.2
 JU4001;SPC MD       -   206,763.476   510,011.725   MT  1.00001345   +0 48 10.9
 JU4001;SPC MD       -   678,356.50  1,673,263.47   sFT  1.00001345   +0 48 10.9
 JU4001;UTM  18      - 4,374,988.955   438,066.501   MT  0.99964722   -0 27 30.8
 JU4001
 JU4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4001!SPC DE       -   1.00000191  x   1.00000340  =   1.00000531
 JU4001!SPC MD       -   1.00000191  x   1.00001345  =   1.00001536
 JU4001!UTM  18      -   1.00000191  x   0.99964722  =   0.99964913
 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                                222.566 METERS 07335     |
 JU4001| JU4004 SUMMIT AZ MK                        APPROX. 0.5 KM 1682426.6 |
 JU4001| AF8888 N92 A                               449.217 METERS 3443638.8 |
 JU4001|---------------------------------------------------------------------|
 JU4001
 JU4001                          SUPERSEDED SURVEY CONTROL
 JU4001
 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)   21.4    (m)           70.     (f) GPS OBS     3  
 JU4001
 JU4001.Superseded values are not recommended for survey control.
 JU4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4001.See file dsdata.txt to determine how the superseded data were derived.
 JU4001
 JU4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3806774989(NAD 83)
 JU4001_MARKER: DD = SURVEY DISK
 JU4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4001_STAMPING: SUMMIT 1986
 JU4001_MARK LOGO: NGS   
 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     - 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)
 JU4001'SOUTH OF NEWARK,
 JU4001'8.0 KM (5.0 MI) NORTH OF MIDDLETOWN,
 JU4001'1.6 KM (1.0 MI) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL, AT THE
 JU4001'MIDDLETOWN-SUMMIT AIRPARK, AND DUE WEST OF THE FLIGHT OPERATIONS
 JU4001'OFFICE, IN THE LARGE GRASS AREA BETWEEN THE PARALLEL TAXIWAY AND
 JU4001'THE PARKING RAMP.
 JU4001'OWNERSHIP--SUMMIT AVIATION, C/O AIRPORT MANAGER DUNCAN CLARK,
 JU4001'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
 JU4001'STATE HIGHWAY 299 IN THE WEST EDGE OF MIDDLETOWN, GO
 JU4001'NORTH FOR 6.9 KM (4.3 MI) ON HIGHWAY 301 TO THE JUNCTION OF STATE
 JU4001'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.
 JU4001'TURN LEFT AND GO SOUTHWEST FOR 30 METERS (98.4 FT) INTO THE
 JU4001'PARKING LOT.  TURN RIGHT AND GO NORTHWEST FOR 40 METERS ON THE
 JU4001'PAVED PARKING AREA TO A WOODEN GATE.  TURN LEFT AND GO WEST FOR 0.2
 JU4001'KM (0.1 MI) ON THE PAVED DRIVE PASSING THROUGH THE GATE AND
 JU4001'CROSSING THE PARKING RAMP AND THE TAXIWAY AT THE NORTHWEST CORNER
 JU4001'OF THE RAMP TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH FOR
 JU4001'0.1 KM (0.05 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE
 JU4001'LEFT, JUST AFTER CROSSING THE MAIN EAST-WEST TAXIWAY.
 JU4001'
 JU4001'THE STATION IS A STANDARD NGS DISK
 JU4001'STAMPED---SUMMIT 1986---,
 JU4001'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4001'24 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4001'61.3 METERS (201.2 FT) WEST FROM THE WEST EDGE OF THE PARKING RAMP,
 JU4001'50.7 METERS (166.3 FT) NORTH FROM THE CENTER OF A TAXIWAY,
 JU4001'45.7 METERS (150.0 FT) SOUTH FROM THE CENTER OF THE MAIN TAXIWAY,
 JU4001'44.9 METERS (147.3 FT) EAST FROM THE CENTER OF THE RUNWAY,
 JU4001'35.0 METERS (114.7 FT) SOUTHEAST FROM THE FIBERGLASS WITNESS POST
 JU4001'AT A METAL CATCH BASIN,
 JU4001'33.7 METERS (110.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 JU4001'METAL GRATE OVER A CATCH BASIN IN A SMALL GRASS ISLAND, AND
 JU4001'14.4 METERS (47.3 FT) EAST FROM THE EAST EDGE OF THE PARALLEL
 JU4001'TAXIWAY.
 JU4001'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU4001'STAMPED---SUMMIT 1986---,
 JU4001'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS 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 (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 = MARCH  2, 2009
 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  USGS QUAD   -  SAINT GEORGES (1993)
 JU4004
 JU4004                         *CURRENT SURVEY CONTROL
 JU4004  ___________________________________________________________________
 JU4004* NAD 83(2007)-  39 31 04.16981(N)    075 43 09.73266(W)     ADJUSTED  
 JU4004* NAVD 88     -        18.86   (meters)      61.9    (feet)  GPS OBS   
 JU4004  ___________________________________________________________________
 JU4004  EPOCH DATE  -        2002.00
 JU4004  X           -   1,215,334.120 (meters)                     COMP
 JU4004  Y           -  -4,774,689.319 (meters)                     COMP
 JU4004  Z           -   4,036,821.167 (meters)                     COMP
 JU4004  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JU4004  ELLIP HEIGHT-         -14.484 (meters)          (02/10/07) ADJUSTED
 JU4004  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU4004
 JU4004  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU4004  Type    PID    Designation                      North   East  Ellip
 JU4004  -------------------------------------------------------------------
 JU4004  NETWORK JU4004 SUMMIT AZ MK                      0.45   0.67   1.23
 JU4004  -------------------------------------------------------------------
 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 February 2007.
 JU4004
 JU4004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU4004.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU4004.The horizontal coordinates are valid at the epoch date displayed above.
 JU4004.The epoch date for horizontal control is a decimal equivalence
 JU4004.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 NAVD 88 network.
 JU4004
 JU4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4004
 JU4004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4004
 JU4004.The ellipsoidal height was determined by GPS observations
 JU4004.and is referenced to NAD 83.
 JU4004
 JU4004.The geoid height was determined by GEOID03.
 JU4004
 JU4004;                    North         East     Units Scale Factor Converg.
 JU4004;SPC DE       -   168,538.024   173,970.194   MT  1.00000334   -0 11 33.4
 JU4004;SPC DE       -   552,945.17    570,767.21   sFT  1.00000334   -0 11 33.4
 JU4004;SPC MD       -   206,266.373   510,120.980   MT  1.00001257   +0 48 13.6
 JU4004;SPC MD       -   676,725.59  1,673,621.92   sFT  1.00001257   +0 48 13.6
 JU4004;UTM  18      - 4,374,489.750   438,164.750   MT  0.99964708   -0 27 27.9
 JU4004
 JU4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4004!SPC DE       -   1.00000227  x   1.00000334  =   1.00000561
 JU4004!SPC MD       -   1.00000227  x   1.00001257  =   1.00001484
 JU4004!UTM  18      -   1.00000227  x   0.99964708  =   0.99964935
 JU4004
 JU4004:                Primary Azimuth Mark                     Grid Az
 JU4004:SPC DE       -  SUMMIT                                   348 36 02.8
 JU4004:SPC MD       -  SUMMIT                                   347 36 15.8
 JU4004:UTM  18      -  SUMMIT                                   348 51 57.3
 JU4004
 JU4004|---------------------------------------------------------------------|
 JU4004| PID    Reference Object                     Distance      Geod. Az  |
 JU4004|                                                           dddmmss.s |
 JU4004| JU4001 SUMMIT                              APPROX. 0.5 KM 3482429.4 |
 JU4004|---------------------------------------------------------------------|
 JU4004
 JU4004                          SUPERSEDED SURVEY CONTROL
 JU4004
 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)   19.1    (m)           63.     (f) GPS OBS     3  
 JU4004
 JU4004.Superseded values are not recommended for survey control.
 JU4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4004.See file dsdata.txt to determine how the superseded data were derived.
 JU4004
 JU4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3816574490(NAD 83)
 JU4004_MARKER: DD = SURVEY DISK
 JU4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4004_STAMPING: SUMMIT AZ MK 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)
 JU4004'SOUTH OF NEWARK,
 JU4004'8.0 KM (5.0 MI) NORTH OF MIDDLETOWN,
 JU4004'1.6 KM (1.0 MI) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL, AT THE
 JU4004'MIDDLETOWN-SUMMIT AIRPARK, IN THE GRASS STRIP BETWEEN THE PARALLEL
 JU4004'TAXIWAY AND THE RUNWAY, AT THE NORTH END OF A CURVE IN THE TAXIWAY.
 JU4004'OWNERSHIP--SUMMIT AVIATION, C/O AIRPORT MANAGER DUNCAN CLARK,
 JU4004'SUMMIT AIRPORT, MIDDLETOWN DE 19709.  PHONE (302) 834-5400.
 JU4004'
 JU4004'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 JU4004'STATE HIGHWAY 299 IN THE WEST EDGE OF MIDDLETOWN, GO
 JU4004'NORTH FOR 6.9 KM (4.3 MI) ON HIGHWAY 301 TO THE JUNCTION OF STATE
 JU4004'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
 JU4004'AND GO SOUTHWEST FOR 30 METERS INTO THE PARKING LOT.  TURN RIGHT
 JU4004'AND GO NORTHWEST FOR 40 METERS ON THE PAVED PARKING AREA TO A
 JU4004'WOODEN GATE.  TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE
 JU4004'PAVED DRIVE PASSING THROUGH THE GATE AND CROSSING THE PARKING RAMP
 JU4004'AND THE TAXIWAY AT THE NORTHWEST CORNER OF THE RAMP TO THE PARALLEL
 JU4004'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.6 KM (0.4 MI) ON THE
 JU4004'PARALLEL TAXIWAY TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 JU4004'THE FIRST CROSSOVER TO THE RUNWAY FROM THE SOUTH END OF THE RUNWAY.
 JU4004'
 JU4004'THE STATION IS A STANDARD NGS DISK
 JU4004'STAMPED---SUMMIT 1986---,
 JU4004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4004'24 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 JU4004'42.4 METERS (139.1 FT) NORTH FROM THE NORTH EDGE OF THE PAVED
 JU4004'TAXIWAY CROSSOVER,
 JU4004'8.6 METERS (28.2 FT) WEST FROM THE WEST EDGE OF THE PARALLEL
 JU4004'TAXIWAY,
 JU4004'4.3 METERS (14.2 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 JU4004'1.3 METERS (4.2 FT) EAST-SOUTHEAST FROM THE SEVENTH WHITE RUNWAY
 JU4004'LIGHT FROM THE SOUTH END OF THE RUNWAY, AND
 JU4004'1.1 METERS (3.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 JU4004'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU4004'STAMPED---SUMMIT 1986---,
 JU4004'SET 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 = MARCH  2, 2009
 JU3471 ***********************************************************************
 JU3471  DESIGNATION -  SZELESTEI
 JU3471  PID         -  JU3471
 JU3471  STATE/COUNTY-  DE/KENT
 JU3471  USGS QUAD   -  SUDLERSVILLE (1993)
 JU3471
 JU3471                         *CURRENT SURVEY CONTROL
 JU3471  ___________________________________________________________________
 JU3471* NAD 83(1991)-  39 10 14.87663(N)    075 44 58.90922(W)     ADJUSTED  
 JU3471* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 JU3471  ___________________________________________________________________
 JU3471  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 JU3471  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3471
 JU3471.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3471
 JU3471.Superseded values are not recommended for survey control.
 JU3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3471.See file dsdata.txt to determine how the superseded data were derived.
 JU3471
 JU3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3523835998(NAD 83)
 JU3471_MARKER: DS = TRIANGULATION STATION DISK
 JU3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1076 ***********************************************************************
 JU1076  DESIGNATION -  T 1
 JU1076  PID         -  JU1076
 JU1076  STATE/COUNTY-  DE/NEW CASTLE
 JU1076  USGS QUAD   -  CLAYTON (1993)
 JU1076
 JU1076                         *CURRENT SURVEY CONTROL
 JU1076  ___________________________________________________________________
 JU1076* NAD 83(1986)-  39 21 21.     (N)    075 40 18.     (W)     SCALED    
 JU1076* NAVD 88     -        15.844  (meters)      51.98   (feet)  ADJUSTED  
 JU1076  ___________________________________________________________________
 JU1076  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU1076  DYNAMIC HT  -          15.836 (meters)      51.96  (feet)  COMP
 JU1076  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JU1076
 JU1076  VERT ORDER  -  FIRST     CLASS I
 JU1076
 JU1076.The horizontal coordinates were scaled from a topographic map and have
 JU1076.an estimated accuracy of +/- 6 seconds.
 JU1076
 JU1076.The orthometric height was determined by differential leveling
 JU1076.and adjusted in June 1991.
 JU1076.WARNING-Repeat measurements at this control monument indicate possible
 JU1076.vertical movement.
 JU1076
 JU1076.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1076
 JU1076  NGVD 29 (??/??/??)   16.084  (m)           52.77   (f) ADJUSTED    1 1
 JU1076
 JU1076.Superseded values are not recommended for survey control.
 JU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1076.See file dsdata.txt to determine how the superseded data were derived.
 JU1076
 JU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ421564(NAD 83)
 JU1076_MARKER: DB = BENCH MARK DISK
 JU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1076_STAMPING: 53.596 T 1 1931
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0061 ***********************************************************************
 HU0061  DESIGNATION -  T 2
 HU0061  PID         -  HU0061
 HU0061  STATE/COUNTY-  DE/SUSSEX
 HU0061  USGS QUAD   -  ELLENDALE (1992)
 HU0061
 HU0061                         *CURRENT SURVEY CONTROL
 HU0061  ___________________________________________________________________
 HU0061* NAD 83(1986)-  38 48 14.     (N)    075 24 23.     (W)     SCALED    
 HU0061* NAVD 88     -        14.771  (meters)      48.46   (feet)  ADJUSTED  
 HU0061  ___________________________________________________________________
 HU0061  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0061  DYNAMIC HT  -          14.763 (meters)      48.43  (feet)  COMP
 HU0061  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HU0061
 HU0061  VERT ORDER  -  FIRST     CLASS I
 HU0061
 HU0061.The horizontal coordinates were scaled from a topographic map and have
 HU0061.an estimated accuracy of +/- 6 seconds.
 HU0061
 HU0061.The orthometric height was determined by differential leveling
 HU0061.and adjusted in June 1991.
 HU0061
 HU0061.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0061
 HU0061  NGVD 29 (??/??/??)   15.015  (m)           49.26   (f) ADJUSTED    1 1
 HU0061
 HU0061.Superseded values are not recommended for survey control.
 HU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0061.See file dsdata.txt to determine how the superseded data were derived.
 HU0061
 HU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH647950(NAD 83)
 HU0061_MARKER: DB = BENCH MARK DISK
 HU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0061_STAMPING: 49.751 T 2 1931
 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 = MARCH  2, 2009
 JU2504 ***********************************************************************
 JU2504  DESIGNATION -  T 22 RESET 1977
 JU2504  PID         -  JU2504
 JU2504  STATE/COUNTY-  DE/NEW CASTLE
 JU2504  USGS QUAD   -  NEWARK WEST (1992)
 JU2504
 JU2504                         *CURRENT SURVEY CONTROL
 JU2504  ___________________________________________________________________
 JU2504* NAD 83(1986)-  39 38 45.     (N)    075 46 47.     (W)     SCALED    
 JU2504* NAVD 88     -        39.24   (+/-2cm)     128.7    (feet)  VERTCON   
 JU2504  ___________________________________________________________________
 JU2504  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU2504  VERT ORDER  -  THIRD (See Below)
 JU2504
 JU2504.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2504
 JU2504.The geoid height was determined by GEOID03.
 JU2504
 JU2504;                    North         East    Units  Estimated Accuracy
 JU2504;SPC DE       -   182,770.      168,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2504.See file dsdata.txt to determine how the superseded data were derived.
 JU2504
 JU2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ331887(NAD 83)
 JU2504_MARKER: DB = BENCH MARK DISK
 JU2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2504_SP_SET: CULVERT
 JU2504_STAMPING: T 22 1959
 JU2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0105 ***********************************************************************
 HU0105  DESIGNATION -  T 27
 HU0105  PID         -  HU0105
 HU0105  STATE/COUNTY-  DE/SUSSEX
 HU0105  USGS QUAD   -  BETHANY BEACH (1991)
 HU0105
 HU0105                         *CURRENT SURVEY CONTROL
 HU0105  ___________________________________________________________________
 HU0105* NAD 83(1991)-  38 34 34.37552(N)    075 03 37.43707(W)     ADJUSTED  
 HU0105* NAVD 88     -         1.983  (meters)       6.51   (feet)  ADJUSTED  
 HU0105  ___________________________________________________________________
 HU0105  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HU0105  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0105  DYNAMIC HT  -           1.982 (meters)       6.50  (feet)  COMP
 HU0105  MODELED GRAV-     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
 HU0105.and adjusted in June 1991.
 HU0105
 HU0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0105
 HU0105.The geoid height was determined by GEOID03.
 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;                    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                          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 (??/??/??)    2.220  (m)            7.28   (f) ADJUSTED    2 0
 HU0105
 HU0105.Superseded values are not recommended for survey control.
 HU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0105.See file dsdata.txt to determine how the superseded data were derived.
 HU0105
 HU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9473969752(NAD 83)
 HU0105_MARKER: DB = BENCH MARK DISK
 HU0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0105_SP_SET: CONC TILE
 HU0105_STAMPING: T 27 1962
 HU0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0105+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2824 ***********************************************************************
 HU2824  DESIGNATION -  T 28 RESET
 HU2824  PID         -  HU2824
 HU2824  STATE/COUNTY-  DE/SUSSEX
 HU2824  USGS QUAD   -  FRANKFORD (1991)
 HU2824
 HU2824                         *CURRENT SURVEY CONTROL
 HU2824  ___________________________________________________________________
 HU2824* NAD 83(1986)-  38 32 49.     (N)    075 14 38.     (W)     SCALED    
 HU2824* NAVD 88     -         4.39   (meters)      14.4    (feet)  RESET     
 HU2824  ___________________________________________________________________
 HU2824  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU2824  VERT ORDER  -  THIRD
 HU2824
 HU2824.The horizontal coordinates were scaled from a topographic map and have
 HU2824.an estimated accuracy of +/- 6 seconds.
 HU2824
 HU2824.The orthometric height was computed from unverified reset data.
 HU2824.No vertical observational check was made to the station.
 HU2824
 HU2824.The geoid height was determined by GEOID03.
 HU2824
 HU2824;                    North         East    Units  Estimated Accuracy
 HU2824;SPC DE       -    60,730.      215,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2824.See file dsdata.txt to determine how the superseded data were derived.
 HU2824
 HU2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH787665(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0039 ***********************************************************************
 HU0039  DESIGNATION -  T 30
 HU0039  PID         -  HU0039
 HU0039  STATE/COUNTY-  DE/SUSSEX
 HU0039  USGS QUAD   -  MILFORD (1993)
 HU0039
 HU0039                         *CURRENT SURVEY CONTROL
 HU0039  ___________________________________________________________________
 HU0039* NAD 83(1986)-  38 54 44.     (N)    075 25 29.     (W)     SCALED    
 HU0039* NAVD 88     -         5.835  (meters)      19.14   (feet)  ADJUSTED  
 HU0039  ___________________________________________________________________
 HU0039  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 HU0039  DYNAMIC HT  -           5.832 (meters)      19.13  (feet)  COMP
 HU0039  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 HU0039
 HU0039  VERT ORDER  -  FIRST     CLASS I
 HU0039
 HU0039.The horizontal coordinates were scaled from a topographic map and have
 HU0039.an estimated accuracy of +/- 6 seconds.
 HU0039
 HU0039.The orthometric height was determined by differential leveling
 HU0039.and adjusted in June 1991.
 HU0039
 HU0039.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0039
 HU0039  NGVD 29 (??/??/??)    6.080  (m)           19.95   (f) ADJUSTED    1 1
 HU0039
 HU0039.Superseded values are not recommended for survey control.
 HU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0039.See file dsdata.txt to determine how the superseded data were derived.
 HU0039
 HU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ631071(NAD 83)
 HU0039_MARKER: DB = BENCH MARK DISK
 HU0039_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HU0039_SP_SET: BUILDING
 HU0039_STAMPING: T 30 1962
 HU0039_MARK LOGO: CGS   
 HU0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HU0039+STABILITY: POSITION/ELEVATION WELL
 HU0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0039+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0765 ***********************************************************************
 HU0765  DESIGNATION -  T 33
 HU0765  PID         -  HU0765
 HU0765  STATE/COUNTY-  DE/SUSSEX
 HU0765  USGS QUAD   -  SEAFORD EAST (1992)
 HU0765
 HU0765                         *CURRENT SURVEY CONTROL
 HU0765  ___________________________________________________________________
 HU0765* NAD 83(1986)-  38 40 12.     (N)    075 37 18.     (W)     SCALED    
 HU0765* NAVD 88     -        10.640  (meters)      34.91   (feet)  ADJUSTED  
 HU0765  ___________________________________________________________________
 HU0765  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 HU0765  DYNAMIC HT  -          10.633 (meters)      34.89  (feet)  COMP
 HU0765  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 HU0765
 HU0765  VERT ORDER  -  FIRST     CLASS I
 HU0765
 HU0765.The horizontal coordinates were scaled from a topographic map and have
 HU0765.an estimated accuracy of +/- 6 seconds.
 HU0765
 HU0765.The orthometric height was determined by differential leveling
 HU0765.and adjusted in June 1991.
 HU0765
 HU0765.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0765;SPC DE       -    74,390.      182,160.      MT  (+/- 180 meters Scaled)
 HU0765
 HU0765                          SUPERSEDED SURVEY CONTROL
 HU0765
 HU0765  NGVD 29 (??/??/??)   10.888  (m)           35.72   (f) ADJUSTED    1 1
 HU0765
 HU0765.Superseded values are not recommended for survey control.
 HU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0765.See file dsdata.txt to determine how the superseded data were derived.
 HU0765
 HU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH459803(NAD 83)
 HU0765_MARKER: DB = BENCH MARK DISK
 HU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0765_STAMPING: T 33 1963
 HU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0765+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1080 ***********************************************************************
 JU1080  DESIGNATION -  T 34
 JU1080  PID         -  JU1080
 JU1080  STATE/COUNTY-  DE/NEW CASTLE
 JU1080  USGS QUAD   -  CLAYTON (1993)
 JU1080
 JU1080                         *CURRENT SURVEY CONTROL
 JU1080  ___________________________________________________________________
 JU1080* NAD 83(1986)-  39 19 15.     (N)    075 39 03.     (W)     SCALED    
 JU1080* NAVD 88     -        12.225  (meters)      40.11   (feet)  ADJUSTED  
 JU1080  ___________________________________________________________________
 JU1080  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU1080  DYNAMIC HT  -          12.218 (meters)      40.09  (feet)  COMP
 JU1080  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU1080
 JU1080  VERT ORDER  -  FIRST     CLASS I
 JU1080
 JU1080.The horizontal coordinates were scaled from a topographic map and have
 JU1080.an estimated accuracy of +/- 6 seconds.
 JU1080
 JU1080.The orthometric height was determined by differential leveling
 JU1080.and adjusted in June 1991.
 JU1080
 JU1080.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1080
 JU1080  NGVD 29 (??/??/??)   12.464  (m)           40.89   (f) ADJUSTED    1 1
 JU1080
 JU1080.Superseded values are not recommended for survey control.
 JU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1080.See file dsdata.txt to determine how the superseded data were derived.
 JU1080
 JU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438525(NAD 83)
 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 = MARCH  2, 2009
 HU0031 ***********************************************************************
 HU0031  DESIGNATION -  T 35
 HU0031  PID         -  HU0031
 HU0031  STATE/COUNTY-  DE/KENT
 HU0031  USGS QUAD   -  MILFORD (1993)
 HU0031
 HU0031                         *CURRENT SURVEY CONTROL
 HU0031  ___________________________________________________________________
 HU0031* NAD 83(1986)-  38 55 07.     (N)    075 27 14.     (W)     SCALED    
 HU0031* NAVD 88     -         8.748  (meters)      28.70   (feet)  ADJUSTED  
 HU0031  ___________________________________________________________________
 HU0031  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 HU0031  DYNAMIC HT  -           8.742 (meters)      28.68  (feet)  COMP
 HU0031  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 HU0031
 HU0031  VERT ORDER  -  FIRST     CLASS I
 HU0031
 HU0031.The horizontal coordinates were scaled from a topographic map and have
 HU0031.an estimated accuracy of +/- 6 seconds.
 HU0031
 HU0031.The orthometric height was determined by differential leveling
 HU0031.and adjusted in June 1991.
 HU0031
 HU0031.The geoid height was determined by GEOID03.
 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       -   101,970.      196,770.      MT  (+/- 180 meters Scaled)
 HU0031
 HU0031                          SUPERSEDED SURVEY CONTROL
 HU0031
 HU0031  NGVD 29 (??/??/??)    8.993  (m)           29.50   (f) ADJUSTED    1 1
 HU0031
 HU0031.Superseded values are not recommended for survey control.
 HU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0031.See file dsdata.txt to determine how the superseded data were derived.
 HU0031
 HU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ606078(NAD 83)
 HU0031_MARKER: DB = BENCH MARK DISK
 HU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0031_STAMPING: T 35 1963
 HU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0031+STABILITY: SURFACE MOTION
 HU0031
 HU0031  HISTORY     - Date     Condition        Report By
 HU0031  HISTORY     - 1963     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1130 ***********************************************************************
 JU1130  FBN         -  This is a Federal Base Network Control Station.
 JU1130  DESIGNATION -  T 36
 JU1130  PID         -  JU1130
 JU1130  STATE/COUNTY-  DE/KENT
 JU1130  USGS QUAD   -  DOVER (1993)
 JU1130
 JU1130                         *CURRENT SURVEY CONTROL
 JU1130  ___________________________________________________________________
 JU1130* NAD 83(2007)-  39 09 47.01339(N)    075 31 07.89076(W)     ADJUSTED  
 JU1130* NAVD 88     -         3.606  (meters)      11.83   (feet)  ADJUSTED  
 JU1130  ___________________________________________________________________
 JU1130  EPOCH DATE  -        2002.00
 JU1130  X           -   1,238,276.528 (meters)                     COMP
 JU1130  Y           -  -4,794,569.707 (meters)                     COMP
 JU1130  Z           -   4,006,349.538 (meters)                     COMP
 JU1130  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JU1130  ELLIP HEIGHT-         -30.765 (meters)          (02/10/07) ADJUSTED
 JU1130  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU1130  DYNAMIC HT  -           3.604 (meters)      11.82  (feet)  COMP
 JU1130
 JU1130  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU1130  Type    PID    Designation                      North   East  Ellip
 JU1130  -------------------------------------------------------------------
 JU1130  NETWORK JU1130 T 36                              0.69   0.57   1.49
 JU1130  -------------------------------------------------------------------
 JU1130  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 JU1130
 JU1130  VERT ORDER  -  FIRST     CLASS I
 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 February 2007.
 JU1130
 JU1130.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU1130.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU1130.The horizontal coordinates are valid at the epoch date displayed above.
 JU1130.The epoch date for horizontal control is a decimal equivalence
 JU1130.of Year/Month/Day.
 JU1130
 JU1130.The orthometric height was determined by differential leveling
 JU1130.and adjusted in June 1991.
 JU1130
 JU1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1130
 JU1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1130
 JU1130.The ellipsoidal height was determined by GPS observations
 JU1130.and is referenced to NAD 83.
 JU1130
 JU1130.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1130;SPC DE       -   129,112.652   191,167.883   MT  0.99999596   -0 03 52.3
 JU1130;SPC DE       -   423,597.09    627,189.96   sFT  0.99999596   -0 03 52.3
 JU1130;UTM  18      - 4,334,999.881   455,174.308   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                          SUPERSEDED SURVEY CONTROL
 JU1130
 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 (02/12/02)    3.60   (m)           11.8    (f) LEVELING    3  
 JU1130  NGVD 29 (??/??/??)    3.843  (m)           12.61   (f) ADJUSTED    1 1
 JU1130
 JU1130.Superseded values are not recommended for survey control.
 JU1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1130.See file dsdata.txt to determine how the superseded data were derived.
 JU1130
 JU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5517435000(NAD 83)
 JU1130_MARKER: DB = BENCH MARK DISK
 JU1130_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU1130_SP_SET: GUARD RAIL BASE OF BRIDGE
 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 - April 22, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1110 ***********************************************************************
 JU1110  DESIGNATION -  T 37
 JU1110  PID         -  JU1110
 JU1110  STATE/COUNTY-  DE/KENT
 JU1110  USGS QUAD   -  DOVER (1993)
 JU1110
 JU1110                         *CURRENT SURVEY CONTROL
 JU1110  ___________________________________________________________________
 JU1110* NAD 83(1986)-  39 08 39.     (N)    075 32 05.     (W)     SCALED    
 JU1110* NAVD 88     -        10.400  (meters)      34.12   (feet)  ADJUSTED  
 JU1110  ___________________________________________________________________
 JU1110  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU1110  DYNAMIC HT  -          10.394 (meters)      34.10  (feet)  COMP
 JU1110  MODELED GRAV-     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 scaled from a topographic map and have
 JU1110.an estimated accuracy of +/- 6 seconds.
 JU1110
 JU1110.The orthometric height was determined by differential leveling
 JU1110.and adjusted in June 1991.
 JU1110
 JU1110.The geoid height was determined by GEOID03.
 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.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       -   127,020.      189,790.      MT  (+/- 180 meters Scaled)
 JU1110
 JU1110                          SUPERSEDED SURVEY CONTROL
 JU1110
 JU1110  NGVD 29 (??/??/??)   10.637  (m)           34.90   (f) ADJUSTED    1 1
 JU1110
 JU1110.Superseded values are not recommended for survey control.
 JU1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1110.See file dsdata.txt to determine how the superseded data were derived.
 JU1110
 JU1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ537329(NAD 83)
 JU1110_MARKER: DB = BENCH MARK DISK
 JU1110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1110_SP_SET: 40 FEET
 JU1110_STAMPING: T 37 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1825 ***********************************************************************
 JU1825  DESIGNATION -  T 38
 JU1825  PID         -  JU1825
 JU1825  STATE/COUNTY-  DE/NEW CASTLE
 JU1825  USGS QUAD   -  SAINT GEORGES (1993)
 JU1825
 JU1825                         *CURRENT SURVEY CONTROL
 JU1825  ___________________________________________________________________
 JU1825* NAD 83(2007)-  39 32 54.69724(N)    075 44 20.66921(W)     NO CHECK  
 JU1825* NAVD 88     -        30.041  (meters)      98.56   (feet)  ADJUSTED  
 JU1825  ___________________________________________________________________
 JU1825  EPOCH DATE  -        2002.00
 JU1825  X           -   1,213,159.643 (meters)                     COMP
 JU1825  Y           -  -4,773,012.575 (meters)                     COMP
 JU1825  Z           -   4,039,457.345 (meters)                     COMP
 JU1825  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JU1825  ELLIP HEIGHT-          -3.191 (meters)          (02/10/07) NO CHECK
 JU1825  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU1825  DYNAMIC HT  -          30.027 (meters)      98.51  (feet)  COMP
 JU1825
 JU1825  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JU1825  Type    PID    Designation                      North   East  Ellip
 JU1825  -------------------------------------------------------------------
 JU1825  NETWORK JU1825 T 38                              0.49   0.67   1.55
 JU1825  -------------------------------------------------------------------
 JU1825  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 JU1825
 JU1825  VERT ORDER  -  FIRST     CLASS I
 JU1825
 JU1825.The horizontal coordinates were established by GPS observations
 JU1825.and adjusted by the National Geodetic Survey in February 2007.
 JU1825
 JU1825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JU1825.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JU1825.No horizontal observational check was made to the station.
 JU1825.The horizontal coordinates are valid at the epoch date displayed above.
 JU1825.The epoch date for horizontal control is a decimal equivalence
 JU1825.of Year/Month/Day.
 JU1825
 JU1825.The orthometric height was determined by differential leveling
 JU1825.and adjusted in June 1991.
 JU1825
 JU1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1825
 JU1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1825
 JU1825.The ellipsoidal height was determined by GPS observations
 JU1825.and is referenced to NAD 83.
 JU1825
 JU1825.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1825;SPC DE       -   171,952.616   172,287.980   MT  1.00000445   -0 12 19.0
 JU1825;SPC DE       -   564,147.87    565,248.15   sFT  1.00000445   -0 12 19.0
 JU1825;UTM  18      - 4,377,910.876   436,498.953   MT  0.99964965   -0 28 14.2
 JU1825
 JU1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1825!SPC DE       -   1.00000050  x   1.00000445  =   1.00000495
 JU1825!UTM  18      -   1.00000050  x   0.99964965  =   0.99965015
 JU1825
 JU1825                          SUPERSEDED SURVEY CONTROL
 JU1825
 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 (10/08/97)   30.04   (m)           98.6    (f) LEVELING    3  
 JU1825  NGVD 29 (??/??/??)   30.281  (m)           99.35   (f) ADJUSTED    1 1
 JU1825
 JU1825.Superseded values are not recommended for survey control.
 JU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1825.See file dsdata.txt to determine how the superseded data were derived.
 JU1825
 JU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3649977911(NAD 83)
 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 NOT SUITABLE FOR
 JU1825+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU0376 ***********************************************************************
 JU0376  DESIGNATION -  T 39
 JU0376  PID         -  JU0376
 JU0376  STATE/COUNTY-  DE/NEW CASTLE
 JU0376  USGS QUAD   -  SAINT GEORGES (1993)
 JU0376
 JU0376                         *CURRENT SURVEY CONTROL
 JU0376  ___________________________________________________________________
 JU0376* NAD 83(1986)-  39 30 37.     (N)    075 42 37.     (W)     SCALED    
 JU0376* NAVD 88     -        21.041  (meters)      69.03   (feet)  ADJUSTED  
 JU0376  ___________________________________________________________________
 JU0376  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0376  DYNAMIC HT  -          21.031 (meters)      69.00  (feet)  COMP
 JU0376  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 JU0376
 JU0376  VERT ORDER  -  FIRST     CLASS I
 JU0376
 JU0376.The horizontal coordinates were scaled from a topographic map and have
 JU0376.an estimated accuracy of +/- 6 seconds.
 JU0376
 JU0376.The orthometric height was determined by differential leveling
 JU0376.and adjusted in June 1991.
 JU0376
 JU0376.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU0376
 JU0376  NGVD 29 (??/??/??)   21.281  (m)           69.82   (f) ADJUSTED    1 1
 JU0376
 JU0376.Superseded values are not recommended for survey control.
 JU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0376.See file dsdata.txt to determine how the superseded data were derived.
 JU0376
 JU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ389736(NAD 83)
 JU0376_MARKER: DB = BENCH MARK DISK
 JU0376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0376_SP_SET: 90.5 FEET
 JU0376_STAMPING: T 39 1963
 JU0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH  2, 2009
 JU2180 ***********************************************************************
 JU2180  DESIGNATION -  T 41
 JU2180  PID         -  JU2180
 JU2180  STATE/COUNTY-  DE/NEW CASTLE
 JU2180  USGS QUAD   -  SAINT GEORGES (1993)
 JU2180
 JU2180                         *CURRENT SURVEY CONTROL
 JU2180  ___________________________________________________________________
 JU2180* NAD 83(1986)-  39 35 58.     (N)    075 41 28.     (W)     SCALED    
 JU2180* NAVD 88     -        20.061  (meters)      65.82   (feet)  ADJUSTED  
 JU2180  ___________________________________________________________________
 JU2180  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU2180  DYNAMIC HT  -          20.051 (meters)      65.78  (feet)  COMP
 JU2180  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 JU2180
 JU2180  VERT ORDER  -  FIRST     CLASS II
 JU2180
 JU2180.The horizontal coordinates were scaled from a topographic map and have
 JU2180.an estimated accuracy of +/- 6 seconds.
 JU2180
 JU2180.The orthometric height was determined by differential leveling
 JU2180.and adjusted in June 1991.
 JU2180
 JU2180.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2180
 JU2180.No superseded survey control is available for this station.
 JU2180
 JU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406835(NAD 83)
 JU2180_MARKER: I = METAL ROD
 JU2180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2180_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2180_STAMPING: T 41 1979
 JU2180_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0223 ***********************************************************************
 HU0223  DESIGNATION -  T 8
 HU0223  PID         -  HU0223
 HU0223  STATE/COUNTY-  DE/SUSSEX
 HU0223  USGS QUAD   -  MILLSBORO (1992)
 HU0223
 HU0223                         *CURRENT SURVEY CONTROL
 HU0223  ___________________________________________________________________
 HU0223* NAD 83(1986)-  38 31 26.     (N)    075 21 25.     (W)     SCALED    
 HU0223* NAVD 88     -        13.115  (meters)      43.03   (feet)  ADJUSTED  
 HU0223  ___________________________________________________________________
 HU0223  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU0223  DYNAMIC HT  -          13.107 (meters)      43.00  (feet)  COMP
 HU0223  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 HU0223
 HU0223  VERT ORDER  -  SECOND    CLASS 0
 HU0223
 HU0223.The horizontal coordinates were scaled from a topographic map and have
 HU0223.an estimated accuracy of +/- 6 seconds.
 HU0223
 HU0223.The orthometric height was determined by differential leveling
 HU0223.and adjusted in June 1991.
 HU0223
 HU0223.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0223
 HU0223  NGVD 29 (??/??/??)   13.355  (m)           43.82   (f) ADJUSTED    2 0
 HU0223
 HU0223.Superseded values are not recommended for survey control.
 HU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0223.See file dsdata.txt to determine how the superseded data were derived.
 HU0223
 HU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH688640(NAD 83)
 HU0223_MARKER: DB = BENCH MARK DISK
 HU0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0223_SP_SET: CULVERT
 HU0223_STAMPING: T 8 1942
 HU0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0965 ***********************************************************************
 HU0965  DESIGNATION -  T 9
 HU0965  PID         -  HU0965
 HU0965  STATE/COUNTY-  DE/SUSSEX
 HU0965  USGS QUAD   -  SEAFORD WEST (1992)
 HU0965
 HU0965                         *CURRENT SURVEY CONTROL
 HU0965  ___________________________________________________________________
 HU0965* NAD 83(1986)-  38 38 22.     (N)    075 40 47.     (W)     SCALED    
 HU0965* NAVD 88     -        11.469  (meters)      37.63   (feet)  ADJUSTED  
 HU0965  ___________________________________________________________________
 HU0965  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 HU0965  DYNAMIC HT  -          11.461 (meters)      37.60  (feet)  COMP
 HU0965  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 HU0965
 HU0965  VERT ORDER  -  SECOND    CLASS 0
 HU0965
 HU0965.The horizontal coordinates were scaled from a topographic map and have
 HU0965.an estimated accuracy of +/- 6 seconds.
 HU0965
 HU0965.The orthometric height was determined by differential leveling
 HU0965.and adjusted in June 1991.
 HU0965
 HU0965.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0965
 HU0965  NGVD 29 (??/??/??)   11.714  (m)           38.43   (f) ADJUSTED    2 0
 HU0965
 HU0965.Superseded values are not recommended for survey control.
 HU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0965.See file dsdata.txt to determine how the superseded data were derived.
 HU0965
 HU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH408769(NAD 83)
 HU0965_MARKER: DB = BENCH MARK DISK
 HU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0965_STAMPING: T 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3646 ***********************************************************************
 JU3646  DESIGNATION -  TALLEYVILLE MUNICIPAL TANK
 JU3646  PID         -  JU3646
 JU3646  STATE/COUNTY-  DE/NEW CASTLE
 JU3646  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3646
 JU3646                         *CURRENT SURVEY CONTROL
 JU3646  ___________________________________________________________________
 JU3646* NAD 83(1991)-  39 48 38.51216(N)    075 33 05.11795(W)     ADJUSTED  
 JU3646* NAVD 88     -              **(meters)            **(feet)            
 JU3646  ___________________________________________________________________
 JU3646  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JU3646  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 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
 JU3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3646
 JU3646.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3646
 JU3646  NAD 83(1986)-  39 48 38.50846(N)    075 33 05.12235(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3646.See file dsdata.txt to determine how the superseded data were derived.
 JU3646
 JU3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5280106892(NAD 83)
 JU3646_MARKER: 51 = TANK
 JU3646
 JU3646  HISTORY     - Date     Condition        Report By
 JU3646  HISTORY     - 1960     FIRST OBSERVED   CGS
 JU3646
 JU3646                          STATION DESCRIPTION
 JU3646
 JU3646'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2575 ***********************************************************************
 JU2575  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2575  DESIGNATION -  TERMINAL WEST
 JU2575  PID         -  JU2575
 JU2575  STATE/COUNTY-  DE/NEW CASTLE
 JU2575  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2575
 JU2575                         *CURRENT SURVEY CONTROL
 JU2575  ___________________________________________________________________
 JU2575* NAD 83(1991)-  39 43 14.49068(N)    075 31 42.68227(W)     ADJUSTED  
 JU2575* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 JU2575  ___________________________________________________________________
 JU2575  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 JU2575  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 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.This Tidal Bench Mark is designated as VM 2966
 JU2575.by the Center for Operational Oceanographic Products and Services.
 JU2575
 JU2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2575
 JU2575.The geoid height was determined by GEOID03.
 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  =   0.99963008
 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    3  
 JU2575
 JU2575.Superseded values are not recommended for survey control.
 JU2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2575.See file dsdata.txt to determine how the superseded data were derived.
 JU2575
 JU2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5470296891(NAD 83)
 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       USE
 JU2575  HISTORY     - 19930130 GOOD             USPSQD
 JU2575
 JU2575                          STATION DESCRIPTION
 JU2575
 JU2575'DESCRIBED BY US 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 = MARCH  2, 2009
 HU1368 ***********************************************************************
 HU1368  DESIGNATION -  THOMPSON
 HU1368  PID         -  HU1368
 HU1368  STATE/COUNTY-  DE/SUSSEX
 HU1368  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1368
 HU1368                         *CURRENT SURVEY CONTROL
 HU1368  ___________________________________________________________________
 HU1368* NAD 83(1991)-  38 41 24.67657(N)    075 05 35.97147(W)     ADJUSTED  
 HU1368* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1368  ___________________________________________________________________
 HU1368  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HU1368  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1368
 HU1368.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1909                         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
 HU1368.Superseded values are not recommended for survey control.
 HU1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1368.See file dsdata.txt to determine how the superseded data were derived.
 HU1368
 HU1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9188482401(NAD 83)
 HU1368_MARKER: DS = TRIANGULATION STATION DISK
 HU1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU2576 ***********************************************************************
 JU2576  DESIGNATION -  THORNY
 JU2576  PID         -  JU2576
 JU2576  STATE/COUNTY-  DE/NEW CASTLE
 JU2576  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU2576
 JU2576                         *CURRENT SURVEY CONTROL
 JU2576  ___________________________________________________________________
 JU2576* NAD 83(1991)-  39 28 56.35221(N)    075 35 29.74329(W)     ADJUSTED  
 JU2576* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 JU2576  ___________________________________________________________________
 JU2576  X           -   1,226,599.687 (meters)                     COMP
 JU2576  Y           -  -4,774,382.764 (meters)                     COMP
 JU2576  Z           -   4,033,768.523 (meters)                     COMP
 JU2576  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU2576  ELLIP HEIGHT-         -31.724 (meters)          (09/01/99) ADJUSTED
 JU2576  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2576
 JU2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2576
 JU2576.The ellipsoidal height was determined by GPS observations
 JU2576.and is referenced to NAD 83.
 JU2576
 JU2576.The geoid height was determined by GEOID03.
 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                          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    3  
 JU2576
 JU2576.Superseded values are not recommended for survey control.
 JU2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2576.See file dsdata.txt to determine how the superseded data were derived.
 JU2576
 JU2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4912270469(NAD 83)
 JU2576_MARKER: DD = SURVEY DISK
 JU2576_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JU2576_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 JU2576_STAMPING: THORNY 1983
 JU2576_MARK LOGO: NOS   
 JU2576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH  2, 2009
 JU3813 ***********************************************************************
 JU3813  DESIGNATION -  TIANA
 JU3813  PID         -  JU3813
 JU3813  STATE/COUNTY-  DE/NEW CASTLE
 JU3813  USGS QUAD   -  NEWARK EAST (1993)
 JU3813
 JU3813                         *CURRENT SURVEY CONTROL
 JU3813  ___________________________________________________________________
 JU3813* NAD 83(1991)-  39 41 18.79969(N)    075 39 36.32336(W)     ADJUSTED  
 JU3813* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 JU3813  ___________________________________________________________________
 JU3813  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JU3813  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3813
 JU3813.The geoid height was determined by GEOID03.
 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       -   1.00000161  x   1.00000037  =   1.00000198
 JU3813!UTM  18      -   1.00000161  x   0.99963944  =   0.99964105
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3813.See file dsdata.txt to determine how the superseded data were derived.
 JU3813
 JU3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4340093399(NAD 83)
 JU3813_MARKER: DS = TRIANGULATION STATION DISK
 JU3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1690 ***********************************************************************
 JU1690  DESIGNATION -  TIANA RM 1
 JU1690  PID         -  JU1690
 JU1690  STATE/COUNTY-  DE/NEW CASTLE
 JU1690  USGS QUAD   -  NEWARK EAST (1993)
 JU1690
 JU1690                         *CURRENT SURVEY CONTROL
 JU1690  ___________________________________________________________________
 JU1690* NAD 83(1986)-  39 41 18.     (N)    075 39 36.     (W)     SCALED    
 JU1690* NAVD 88     -        22.329  (meters)      73.26   (feet)  ADJUSTED  
 JU1690  ___________________________________________________________________
 JU1690  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1690  DYNAMIC HT  -          22.319 (meters)      73.22  (feet)  COMP
 JU1690  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 JU1690
 JU1690  VERT ORDER  -  SECOND    CLASS 0
 JU1690
 JU1690.The horizontal coordinates were scaled from a topographic map and have
 JU1690.an estimated accuracy of +/- 6 seconds.
 JU1690
 JU1690.The orthometric height was determined by differential leveling
 JU1690.and adjusted in June 1991.
 JU1690
 JU1690.The geoid height was determined by GEOID03.
 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       -   187,450.      179,130.      MT  (+/- 180 meters Scaled)
 JU1690
 JU1690                          SUPERSEDED SURVEY CONTROL
 JU1690
 JU1690  NGVD 29 (??/??/??)   22.676  (m)           74.40   (f) ADJUSTED    2 0
 JU1690
 JU1690.Superseded values are not recommended for survey control.
 JU1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1690.See file dsdata.txt to determine how the superseded data were derived.
 JU1690
 JU1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ434933(NAD 83)
 JU1690_MARKER: DR = REFERENCE MARK DISK
 JU1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1690_STAMPING: TIANA NO 1 1958
 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 = MARCH  2, 2009
 JU1691 ***********************************************************************
 JU1691  DESIGNATION -  TIANA RM 2
 JU1691  PID         -  JU1691
 JU1691  STATE/COUNTY-  DE/NEW CASTLE
 JU1691  USGS QUAD   -  NEWARK EAST (1993)
 JU1691
 JU1691                         *CURRENT SURVEY CONTROL
 JU1691  ___________________________________________________________________
 JU1691* NAD 83(1986)-  39 41 18.     (N)    075 39 36.     (W)     SCALED    
 JU1691* NAVD 88     -        23.025  (meters)      75.54   (feet)  ADJUSTED  
 JU1691  ___________________________________________________________________
 JU1691  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1691  DYNAMIC HT  -          23.015 (meters)      75.51  (feet)  COMP
 JU1691  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 JU1691
 JU1691  VERT ORDER  -  SECOND    CLASS 0
 JU1691
 JU1691.The horizontal coordinates were scaled from a topographic map and have
 JU1691.an estimated accuracy of +/- 6 seconds.
 JU1691
 JU1691.The orthometric height was determined by differential leveling
 JU1691.and adjusted in June 1991.
 JU1691
 JU1691.The geoid height was determined by GEOID03.
 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       -   187,450.      179,130.      MT  (+/- 180 meters Scaled)
 JU1691
 JU1691                          SUPERSEDED SURVEY CONTROL
 JU1691
 JU1691  NGVD 29 (??/??/??)   23.372  (m)           76.68   (f) ADJUSTED    2 0
 JU1691
 JU1691.Superseded values are not recommended for survey control.
 JU1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1691.See file dsdata.txt to determine how the superseded data were derived.
 JU1691
 JU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ434933(NAD 83)
 JU1691_MARKER: DR = REFERENCE MARK DISK
 JU1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1691_STAMPING: TIANA NO 2 1958
 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 = MARCH  2, 2009
 HU0129 ***********************************************************************
 HU0129  DESIGNATION -  TIDAL 1 STA 1
 HU0129  PID         -  HU0129
 HU0129  STATE/COUNTY-  DE/SUSSEX
 HU0129  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0129
 HU0129                         *CURRENT SURVEY CONTROL
 HU0129  ___________________________________________________________________
 HU0129* NAD 83(1986)-  38 43 00.     (N)    075 04 34.     (W)     SCALED    
 HU0129* NAVD 88     -         4.359  (meters)      14.30   (feet)  ADJUSTED  
 HU0129  ___________________________________________________________________
 HU0129  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0129  DYNAMIC HT  -           4.356 (meters)      14.29  (feet)  COMP
 HU0129  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 HU0129
 HU0129  VERT ORDER  -  SECOND    CLASS 0
 HU0129
 HU0129.The horizontal coordinates were scaled from a topographic map and have
 HU0129.an estimated accuracy of +/- 6 seconds.
 HU0129
 HU0129.The orthometric height was determined by differential leveling
 HU0129.and adjusted in June 1991.
 HU0129
 HU0129.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0129
 HU0129  NGVD 29 (??/??/??)    4.595  (m)           15.08   (f) ADJUSTED    2 0
 HU0129
 HU0129.Superseded values are not recommended for survey control.
 HU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0129.See file dsdata.txt to determine how the superseded data were derived.
 HU0129
 HU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH933853(NAD 83)
 HU0129_MARKER: DJ = TIDAL STATION DISK
 HU0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0129_SP_SET: SIDEWALK
 HU0129_STAMPING: NO 1 1929
 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 = MARCH  2, 2009
 JU1021 ***********************************************************************
 JU1021  DESIGNATION -  TIDAL 1 STA 5 1936
 JU1021  PID         -  JU1021
 JU1021  STATE/COUNTY-  DE/KENT
 JU1021  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1021
 JU1021                         *CURRENT SURVEY CONTROL
 JU1021  ___________________________________________________________________
 JU1021* NAD 83(1986)-  39 20 01.     (N)    075 28 29.     (W)     SCALED    
 JU1021* NAVD 88     -         1.89   (+/-2cm)       6.2    (feet)  VERTCON   
 JU1021  ___________________________________________________________________
 JU1021  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU1021  VERT ORDER  -  ? (See Below)
 JU1021
 JU1021.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU1021
 JU1021.The geoid height was determined by GEOID03.
 JU1021
 JU1021;                    North         East    Units  Estimated Accuracy
 JU1021;SPC DE       -   148,040.      195,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1021.See file dsdata.txt to determine how the superseded data were derived.
 JU1021
 JU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590539(NAD 83)
 JU1021_MARKER: DJ = TIDAL STATION DISK
 JU1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1021+STABILITY: SURFACE MOTION
 JU1021
 JU1021  HISTORY     - Date     Condition        Report By
 JU1021  HISTORY     - UNK      MONUMENTED       CGS
 JU1021  HISTORY     - 1954     GOOD             CGS
 JU1021  HISTORY     - 1963     MARK NOT FOUND   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1020 ***********************************************************************
 JU1020  DESIGNATION -  TIDAL 1 STA 5 1953
 JU1020  PID         -  JU1020
 JU1020  STATE/COUNTY-  DE/KENT
 JU1020  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU1020
 JU1020                         *CURRENT SURVEY CONTROL
 JU1020  ___________________________________________________________________
 JU1020* NAD 83(1986)-  39 20 01.     (N)    075 28 29.     (W)     SCALED    
 JU1020* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 JU1020  ___________________________________________________________________
 JU1020  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU1020  VERT ORDER  -  ? (See Below)
 JU1020
 JU1020.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU1020
 JU1020.The geoid height was determined by GEOID03.
 JU1020
 JU1020;                    North         East    Units  Estimated Accuracy
 JU1020;SPC DE       -   148,040.      195,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1020.See file dsdata.txt to determine how the superseded data were derived.
 JU1020
 JU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590539(NAD 83)
 JU1020_MARKER: DJ = TIDAL STATION DISK
 JU1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1020_SP_SET: TILE PIPE
 JU1020_STAMPING: NO 1 1953
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0126 ***********************************************************************
 HU0126  DESIGNATION -  TIDAL 2 STA 1
 HU0126  PID         -  HU0126
 HU0126  STATE/COUNTY-  DE/SUSSEX
 HU0126  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0126
 HU0126                         *CURRENT SURVEY CONTROL
 HU0126  ___________________________________________________________________
 HU0126* NAD 83(1986)-  38 43 00.     (N)    075 04 34.     (W)     SCALED    
 HU0126* NAVD 88     -         4.475  (meters)      14.68   (feet)  ADJUSTED  
 HU0126  ___________________________________________________________________
 HU0126  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0126  DYNAMIC HT  -           4.472 (meters)      14.67  (feet)  COMP
 HU0126  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 HU0126
 HU0126  VERT ORDER  -  SECOND    CLASS 0
 HU0126
 HU0126.The horizontal coordinates were scaled from a topographic map and have
 HU0126.an estimated accuracy of +/- 6 seconds.
 HU0126
 HU0126.The orthometric height was determined by differential leveling
 HU0126.and adjusted in June 1991.
 HU0126
 HU0126.The geoid height was determined by GEOID03.
 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       -    79,610.      229,620.      MT  (+/- 180 meters Scaled)
 HU0126
 HU0126                          SUPERSEDED SURVEY CONTROL
 HU0126
 HU0126  NGVD 29 (??/??/??)    4.712  (m)           15.46   (f) ADJUSTED    2 0
 HU0126
 HU0126.Superseded values are not recommended for survey control.
 HU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0126.See file dsdata.txt to determine how the superseded data were derived.
 HU0126
 HU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH933853(NAD 83)
 HU0126_MARKER: DJ = TIDAL STATION DISK
 HU0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0126_SP_SET: PAVEMENT
 HU0126_STAMPING: NO 2 1929
 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 = MARCH  2, 2009
 JU1254 ***********************************************************************
 JU1254  DESIGNATION -  TIDAL 2 STA 7
 JU1254  PID         -  JU1254
 JU1254  STATE/COUNTY-  DE/NEW CASTLE
 JU1254  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1254
 JU1254                         *CURRENT SURVEY CONTROL
 JU1254  ___________________________________________________________________
 JU1254* NAD 83(1986)-  39 24 12.     (N)    075 36 06.     (W)     SCALED    
 JU1254* NAVD 88     -         2.954  (meters)       9.69   (feet)  ADJUSTED  
 JU1254  ___________________________________________________________________
 JU1254  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU1254  DYNAMIC HT  -           2.952 (meters)       9.69  (feet)  COMP
 JU1254  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 JU1254
 JU1254  VERT ORDER  -  SECOND    CLASS 0
 JU1254
 JU1254.The horizontal coordinates were scaled from a topographic map and have
 JU1254.an estimated accuracy of +/- 6 seconds.
 JU1254
 JU1254.The orthometric height was determined by differential leveling
 JU1254.and adjusted in June 1991.
 JU1254
 JU1254.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1254
 JU1254  NGVD 29 (??/??/??)    3.177  (m)           10.42   (f) ADJUSTED    2 0
 JU1254
 JU1254.Superseded values are not recommended for survey control.
 JU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1254.See file dsdata.txt to determine how the superseded data were derived.
 JU1254
 JU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ481617(NAD 83)
 JU1254_MARKER: DJ = TIDAL STATION DISK
 JU1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU0127 ***********************************************************************
 HU0127  DESIGNATION -  TIDAL 3 STA 1
 HU0127  PID         -  HU0127
 HU0127  STATE/COUNTY-  DE/SUSSEX
 HU0127  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0127
 HU0127                         *CURRENT SURVEY CONTROL
 HU0127  ___________________________________________________________________
 HU0127* NAD 83(1986)-  38 43 00.     (N)    075 04 34.     (W)     SCALED    
 HU0127* NAVD 88     -         4.560  (meters)      14.96   (feet)  ADJUSTED  
 HU0127  ___________________________________________________________________
 HU0127  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0127  DYNAMIC HT  -           4.557 (meters)      14.95  (feet)  COMP
 HU0127  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 HU0127
 HU0127  VERT ORDER  -  SECOND    CLASS 0
 HU0127
 HU0127.The horizontal coordinates were scaled from a topographic map and have
 HU0127.an estimated accuracy of +/- 6 seconds.
 HU0127
 HU0127.The orthometric height was determined by differential leveling
 HU0127.and adjusted in June 1991.
 HU0127
 HU0127.The geoid height was determined by GEOID03.
 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       -    79,610.      229,620.      MT  (+/- 180 meters Scaled)
 HU0127
 HU0127                          SUPERSEDED SURVEY CONTROL
 HU0127
 HU0127  NGVD 29 (??/??/??)    4.797  (m)           15.74   (f) ADJUSTED    2 0
 HU0127
 HU0127.Superseded values are not recommended for survey control.
 HU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0127.See file dsdata.txt to determine how the superseded data were derived.
 HU0127
 HU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH933853(NAD 83)
 HU0127_MARKER: DJ = TIDAL STATION DISK
 HU0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0127_SP_SET: PORCH
 HU0127_STAMPING: NO 3 1957
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1781 ***********************************************************************
 JU1781  DESIGNATION -  TIDAL 3 STA 10
 JU1781  PID         -  JU1781
 JU1781  STATE/COUNTY-  DE/NEW CASTLE
 JU1781  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1781
 JU1781                         *CURRENT SURVEY CONTROL
 JU1781  ___________________________________________________________________
 JU1781* NAD 83(1986)-  39 43 07.     (N)    075 31 40.     (W)     SCALED    
 JU1781* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 JU1781  ___________________________________________________________________
 JU1781  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1781  DYNAMIC HT  -           1.565 (meters)       5.13  (feet)  COMP
 JU1781  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 JU1781
 JU1781  VERT ORDER  -  SECOND    CLASS 0
 JU1781
 JU1781.The horizontal coordinates were scaled from a topographic map and have
 JU1781.an estimated accuracy of +/- 6 seconds.
 JU1781
 JU1781.The orthometric height was determined by differential leveling
 JU1781.and adjusted in June 1991.
 JU1781
 JU1781.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1781
 JU1781  NGVD 29 (??/??/??)    1.930  (m)            6.33   (f) ADJUSTED    2 0
 JU1781
 JU1781.Superseded values are not recommended for survey control.
 JU1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1781.See file dsdata.txt to determine how the superseded data were derived.
 JU1781
 JU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547966(NAD 83)
 JU1781_MARKER: DJ = TIDAL STATION DISK
 JU1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1781_SP_SET: CONC DEADMAN
 JU1781_STAMPING: NO 2 1952
 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 = MARCH  2, 2009
 JU1051 ***********************************************************************
 JU1051  DESIGNATION -  TIDAL 3 STA 4
 JU1051  PID         -  JU1051
 JU1051  STATE/COUNTY-  DE/KENT
 JU1051  USGS QUAD   -  FREDERICA (1993)
 JU1051
 JU1051                         *CURRENT SURVEY CONTROL
 JU1051  ___________________________________________________________________
 JU1051* NAD 83(1986)-  39 03 28.     (N)    075 23 58.     (W)     SCALED    
 JU1051* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 JU1051  ___________________________________________________________________
 JU1051  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU1051  DYNAMIC HT  -           1.065 (meters)       3.49  (feet)  COMP
 JU1051  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 JU1051
 JU1051  VERT ORDER  -  FIRST     CLASS I
 JU1051
 JU1051.The horizontal coordinates were scaled from a topographic map and have
 JU1051.an estimated accuracy of +/- 6 seconds.
 JU1051
 JU1051.The orthometric height was determined by differential leveling
 JU1051.and adjusted in June 1991.
 JU1051
 JU1051.The geoid height was determined by GEOID03.
 JU1051
 JU1051.The dynamic height is computed by dividing the NAVD 88
 JU1051.geopotential number by the normal gravity value computed on the
 JU1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1051.degrees latitude (g = 980.6199 gals.).
 JU1051
 JU1051.The modeled gravity was interpolated from observed gravity values.
 JU1051
 JU1051;                    North         East    Units  Estimated Accuracy
 JU1051;SPC DE       -   117,420.      201,490.      MT  (+/- 180 meters Scaled)
 JU1051
 JU1051                          SUPERSEDED SURVEY CONTROL
 JU1051
 JU1051  NGVD 29 (??/??/??)    1.302  (m)            4.27   (f) ADJUSTED    1 1
 JU1051
 JU1051.Superseded values are not recommended for survey control.
 JU1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1051.See file dsdata.txt to determine how the superseded data were derived.
 JU1051
 JU1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ654232(NAD 83)
 JU1051_MARKER: DJ = TIDAL STATION DISK
 JU1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1051_SP_SET: CONCRETE BLOCK
 JU1051_STAMPING: NO 3 1953
 JU1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1051
 JU1051  HISTORY     - Date     Condition        Report By
 JU1051  HISTORY     - 1953     MONUMENTED       CGS
 JU1051  HISTORY     - 1963     GOOD             CGS
 JU1051
 JU1051                          STATION DESCRIPTION
 JU1051
 JU1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1051'AT BOWERS BEACH.
 JU1051'AT BOWERS BEACH, 234 FEET NORTH OF NORTHWEST CORNER OF THE NORTH
 JU1051'EDGE OF THE DOCK AT THE END OF A STREET, AT THE 3RD HOUSE ON THE
 JU1051'WEST SIDE OF A STREET LEADING NORTH FROM DOCK, 18 FEET WEST OF
 JU1051'CENTER LINE OF THE STREET, SET ON TOP OF THE SOUTHEAST CORNER OF
 JU1051'A 2 1/2-FOOT BY 2 1/2-FOOT CONCRETE BLOCK (ABANDONED FOOTING),
 JU1051'3.5 FEET SOUTH OF SOUTHEAST CORNER OF THE HOUSE, AND ABOUT 1/2
 JU1051'FOOT ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0085 ***********************************************************************
 HU0085  DESIGNATION -  TIDAL 32 TIDAL STA 3 2
 HU0085  PID         -  HU0085
 HU0085  STATE/COUNTY-  DE/SUSSEX
 HU0085  USGS QUAD   -  LEWES (1991)
 HU0085
 HU0085                         *CURRENT SURVEY CONTROL
 HU0085  ___________________________________________________________________
 HU0085* NAD 83(1986)-  38 46 33.     (N)    075 08 15.     (W)     SCALED    
 HU0085* NAVD 88     -         5.131  (meters)      16.83   (feet)  ADJUSTED  
 HU0085  ___________________________________________________________________
 HU0085  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0085  DYNAMIC HT  -           5.128 (meters)      16.82  (feet)  COMP
 HU0085  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 HU0085
 HU0085  VERT ORDER  -  FIRST     CLASS II
 HU0085
 HU0085.The horizontal coordinates were scaled from a topographic map and have
 HU0085.an estimated accuracy of +/- 6 seconds.
 HU0085
 HU0085.The orthometric height was determined by differential leveling
 HU0085.and adjusted in June 1991.
 HU0085
 HU0085.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0085
 HU0085  NGVD 29 (??/??/??)    5.367  (m)           17.61   (f) ADJUSTED    1 2
 HU0085
 HU0085.Superseded values are not recommended for survey control.
 HU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0085.See file dsdata.txt to determine how the superseded data were derived.
 HU0085
 HU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH880919(NAD 83)
 HU0085_MARKER: DJ = TIDAL STATION DISK
 HU0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0085_SP_SET: BRIDGE
 HU0085_STAMPING: 32 1929
 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
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0128 ***********************************************************************
 HU0128  DESIGNATION -  TIDAL 4 STA 1
 HU0128  PID         -  HU0128
 HU0128  STATE/COUNTY-  DE/SUSSEX
 HU0128  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU0128
 HU0128                         *CURRENT SURVEY CONTROL
 HU0128  ___________________________________________________________________
 HU0128* NAD 83(1986)-  38 43 00.     (N)    075 04 34.     (W)     SCALED    
 HU0128* NAVD 88     -         4.251  (meters)      13.95   (feet)  ADJUSTED  
 HU0128  ___________________________________________________________________
 HU0128  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 HU0128  DYNAMIC HT  -           4.249 (meters)      13.94  (feet)  COMP
 HU0128  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 HU0128
 HU0128  VERT ORDER  -  SECOND    CLASS 0
 HU0128
 HU0128.The horizontal coordinates were scaled from a topographic map and have
 HU0128.an estimated accuracy of +/- 6 seconds.
 HU0128
 HU0128.The orthometric height was determined by differential leveling
 HU0128.and adjusted in June 1991.
 HU0128
 HU0128.The geoid height was determined by GEOID03.
 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       -    79,610.      229,620.      MT  (+/- 180 meters Scaled)
 HU0128
 HU0128                          SUPERSEDED SURVEY CONTROL
 HU0128
 HU0128  NGVD 29 (??/??/??)    4.487  (m)           14.72   (f) ADJUSTED    2 0
 HU0128
 HU0128.Superseded values are not recommended for survey control.
 HU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0128.See file dsdata.txt to determine how the superseded data were derived.
 HU0128
 HU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH933853(NAD 83)
 HU0128_MARKER: DJ = TIDAL STATION DISK
 HU0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0128_SP_SET: FOUNDATION
 HU0128_STAMPING: NO 4 1957
 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 = MARCH  2, 2009
 JU1050 ***********************************************************************
 JU1050  DESIGNATION -  TIDAL 4 STA 4
 JU1050  PID         -  JU1050
 JU1050  STATE/COUNTY-  DE/KENT
 JU1050  USGS QUAD   -  FREDERICA (1993)
 JU1050
 JU1050                         *CURRENT SURVEY CONTROL
 JU1050  ___________________________________________________________________
 JU1050* NAD 83(1986)-  39 03 34.     (N)    075 24 04.     (W)     SCALED    
 JU1050* NAVD 88     -         1.683  (meters)       5.52   (feet)  ADJUSTED  
 JU1050  ___________________________________________________________________
 JU1050  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU1050  DYNAMIC HT  -           1.682 (meters)       5.52  (feet)  COMP
 JU1050  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 JU1050
 JU1050  VERT ORDER  -  FIRST     CLASS I
 JU1050
 JU1050.The horizontal coordinates were scaled from a topographic map and have
 JU1050.an estimated accuracy of +/- 6 seconds.
 JU1050
 JU1050.The orthometric height was determined by differential leveling
 JU1050.and adjusted in June 1991.
 JU1050
 JU1050.The geoid height was determined by GEOID03.
 JU1050
 JU1050.The dynamic height is computed by dividing the NAVD 88
 JU1050.geopotential number by the normal gravity value computed on the
 JU1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1050.degrees latitude (g = 980.6199 gals.).
 JU1050
 JU1050.The modeled gravity was interpolated from observed gravity values.
 JU1050
 JU1050;                    North         East    Units  Estimated Accuracy
 JU1050;SPC DE       -   117,610.      201,350.      MT  (+/- 180 meters Scaled)
 JU1050
 JU1050                          SUPERSEDED SURVEY CONTROL
 JU1050
 JU1050  NGVD 29 (??/??/??)    1.919  (m)            6.30   (f) ADJUSTED    1 1
 JU1050
 JU1050.Superseded values are not recommended for survey control.
 JU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1050.See file dsdata.txt to determine how the superseded data were derived.
 JU1050
 JU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ652234(NAD 83)
 JU1050_MARKER: DJ = TIDAL STATION DISK
 JU1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1050_SP_SET: CONCRETE BLOCK
 JU1050_STAMPING: NO 4 1953
 JU1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1050
 JU1050  HISTORY     - Date     Condition        Report By
 JU1050  HISTORY     - 1953     MONUMENTED       CGS
 JU1050  HISTORY     - 1963     GOOD             CGS
 JU1050
 JU1050                          STATION DESCRIPTION
 JU1050
 JU1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1050'AT BOWERS BEACH.
 JU1050'AT BOWERS BEACH, 222 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 JU1050'JUNCTION OF MAIN STREET AND A STREET LEADING SOUTH TO THE DOCK,
 JU1050'66 FEET WEST OF CENTERLINE OF STREET SOUTH, IN THE YARD ON THE
 JU1050'NORTH SIDE OF FAIRVIEW INN, 25 FEET NORTHEAST OF NORTHWEST CORNER
 JU1050'OF INN, 1 1/2 FEET ABOVE LEVEL OF GROUND, AND SET IN THE CENTER
 JU1050'OF THE TOP OF A 2-FOOT BY 2-FOOT SQUARE CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1802 ***********************************************************************
 JU1802  DESIGNATION -  TIDAL 4 STA 8 A
 JU1802  PID         -  JU1802
 JU1802  STATE/COUNTY-  DE/NEW CASTLE
 JU1802  USGS QUAD   -  DELAWARE CITY (1993)
 JU1802
 JU1802                         *CURRENT SURVEY CONTROL
 JU1802  ___________________________________________________________________
 JU1802* NAD 83(1986)-  39 33 41.     (N)    075 34 05.     (W)     SCALED    
 JU1802* NAVD 88     -         2.549  (meters)       8.36   (feet)  ADJUSTED  
 JU1802  ___________________________________________________________________
 JU1802  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1802  DYNAMIC HT  -           2.548 (meters)       8.36  (feet)  COMP
 JU1802  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 JU1802
 JU1802  VERT ORDER  -  FIRST     CLASS I
 JU1802
 JU1802.The horizontal coordinates were scaled from a topographic map and have
 JU1802.an estimated accuracy of +/- 6 seconds.
 JU1802
 JU1802.The orthometric height was determined by differential leveling
 JU1802.and adjusted in June 1991.
 JU1802
 JU1802.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1802
 JU1802  NGVD 29 (??/??/??)    2.784  (m)            9.13   (f) ADJUSTED    1 1
 JU1802
 JU1802.Superseded values are not recommended for survey control.
 JU1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1802.See file dsdata.txt to determine how the superseded data were derived.
 JU1802
 JU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ512792(NAD 83)
 JU1802_MARKER: DJ = TIDAL STATION DISK
 JU1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1802_STAMPING: NO 4 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1780 ***********************************************************************
 JU1780  DESIGNATION -  TIDAL 5 STA 10
 JU1780  PID         -  JU1780
 JU1780  STATE/COUNTY-  DE/NEW CASTLE
 JU1780  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1780
 JU1780                         *CURRENT SURVEY CONTROL
 JU1780  ___________________________________________________________________
 JU1780* NAD 83(1986)-  39 43 00.     (N)    075 31 42.     (W)     SCALED    
 JU1780* NAVD 88     -         1.800  (meters)       5.91   (feet)  ADJUSTED  
 JU1780  ___________________________________________________________________
 JU1780  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1780  DYNAMIC HT  -           1.799 (meters)       5.90  (feet)  COMP
 JU1780  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 JU1780
 JU1780  VERT ORDER  -  SECOND    CLASS 0
 JU1780
 JU1780.The horizontal coordinates were scaled from a topographic map and have
 JU1780.an estimated accuracy of +/- 6 seconds.
 JU1780
 JU1780.The orthometric height was determined by differential leveling
 JU1780.and adjusted in June 1991.
 JU1780
 JU1780.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1780
 JU1780  NGVD 29 (??/??/??)    2.164  (m)            7.10   (f) ADJUSTED    2 0
 JU1780
 JU1780.Superseded values are not recommended for survey control.
 JU1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1780.See file dsdata.txt to determine how the superseded data were derived.
 JU1780
 JU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547964(NAD 83)
 JU1780_MARKER: DJ = TIDAL STATION DISK
 JU1780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1780_SP_SET: CONC DEADMAN
 JU1780_STAMPING: NO 5 1952
 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 = MARCH  2, 2009
 JU1800 ***********************************************************************
 JU1800  DESIGNATION -  TIDAL 5 STA 8 A
 JU1800  PID         -  JU1800
 JU1800  STATE/COUNTY-  DE/NEW CASTLE
 JU1800  USGS QUAD   -  DELAWARE CITY (1993)
 JU1800
 JU1800                         *CURRENT SURVEY CONTROL
 JU1800  ___________________________________________________________________
 JU1800* NAD 83(1986)-  39 33 38.     (N)    075 34 21.     (W)     SCALED    
 JU1800* NAVD 88     -         3.489  (meters)      11.45   (feet)  ADJUSTED  
 JU1800  ___________________________________________________________________
 JU1800  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1800  DYNAMIC HT  -           3.488 (meters)      11.44  (feet)  COMP
 JU1800  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 JU1800
 JU1800  VERT ORDER  -  FIRST     CLASS I
 JU1800
 JU1800.The horizontal coordinates were scaled from a topographic map and have
 JU1800.an estimated accuracy of +/- 6 seconds.
 JU1800
 JU1800.The orthometric height was determined by differential leveling
 JU1800.and adjusted in June 1991.
 JU1800
 JU1800.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1800
 JU1800  NGVD 29 (??/??/??)    3.724  (m)           12.22   (f) ADJUSTED    1 1
 JU1800
 JU1800.Superseded values are not recommended for survey control.
 JU1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1800.See file dsdata.txt to determine how the superseded data were derived.
 JU1800
 JU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ508791(NAD 83)
 JU1800_MARKER: DJ = TIDAL STATION DISK
 JU1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1800_STAMPING: NO 5 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1798 ***********************************************************************
 JU1798  DESIGNATION -  TIDAL 6 STA 8 A
 JU1798  PID         -  JU1798
 JU1798  STATE/COUNTY-  DE/NEW CASTLE
 JU1798  USGS QUAD   -  DELAWARE CITY (1993)
 JU1798
 JU1798                         *CURRENT SURVEY CONTROL
 JU1798  ___________________________________________________________________
 JU1798* NAD 83(1986)-  39 33 35.     (N)    075 34 39.     (W)     SCALED    
 JU1798* NAVD 88     -         5.416  (meters)      17.77   (feet)  ADJUSTED  
 JU1798  ___________________________________________________________________
 JU1798  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU1798  DYNAMIC HT  -           5.413 (meters)      17.76  (feet)  COMP
 JU1798  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 JU1798
 JU1798  VERT ORDER  -  FIRST     CLASS I
 JU1798
 JU1798.The horizontal coordinates were scaled from a topographic map and have
 JU1798.an estimated accuracy of +/- 6 seconds.
 JU1798
 JU1798.The orthometric height was determined by differential leveling
 JU1798.and adjusted in June 1991.
 JU1798
 JU1798.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1798
 JU1798  NGVD 29 (??/??/??)    5.650  (m)           18.54   (f) ADJUSTED    1 1
 JU1798
 JU1798.Superseded values are not recommended for survey control.
 JU1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1798.See file dsdata.txt to determine how the superseded data were derived.
 JU1798
 JU1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503790(NAD 83)
 JU1798_MARKER: DJ = TIDAL STATION DISK
 JU1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1798_STAMPING: NO 6 1958
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1797 ***********************************************************************
 JU1797  DESIGNATION -  TIDAL 7 STA 8 A
 JU1797  PID         -  JU1797
 JU1797  STATE/COUNTY-  DE/NEW CASTLE
 JU1797  USGS QUAD   -  DELAWARE CITY (1993)
 JU1797
 JU1797                         *CURRENT SURVEY CONTROL
 JU1797  ___________________________________________________________________
 JU1797* NAD 83(1986)-  39 33 35.     (N)    075 34 49.     (W)     SCALED    
 JU1797* NAVD 88     -         1.684  (meters)       5.52   (feet)  ADJUSTED  
 JU1797  ___________________________________________________________________
 JU1797  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU1797  DYNAMIC HT  -           1.683 (meters)       5.52  (feet)  COMP
 JU1797  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 JU1797
 JU1797  VERT ORDER  -  FIRST     CLASS I
 JU1797
 JU1797.The horizontal coordinates were scaled from a topographic map and have
 JU1797.an estimated accuracy of +/- 6 seconds.
 JU1797
 JU1797.The orthometric height was determined by differential leveling
 JU1797.and adjusted in June 1991.
 JU1797
 JU1797.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1797
 JU1797  NGVD 29 (??/??/??)    1.926  (m)            6.32   (f) ADJUSTED    1 1
 JU1797
 JU1797.Superseded values are not recommended for survey control.
 JU1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1797.See file dsdata.txt to determine how the superseded data were derived.
 JU1797
 JU1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501790(NAD 83)
 JU1797_MARKER: DJ = TIDAL STATION DISK
 JU1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1797_STAMPING: NO 7 1958
 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     - 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 (2000)
 JU1797
 JU1797'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1779 ***********************************************************************
 JU1779  DESIGNATION -  TIDAL BM USE
 JU1779  PID         -  JU1779
 JU1779  STATE/COUNTY-  DE/NEW CASTLE
 JU1779  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1779
 JU1779                         *CURRENT SURVEY CONTROL
 JU1779  ___________________________________________________________________
 JU1779* NAD 83(1986)-  39 43 01.     (N)    075 31 42.     (W)     SCALED    
 JU1779* NAVD 88     -         2.153  (meters)       7.06   (feet)  ADJUSTED  
 JU1779  ___________________________________________________________________
 JU1779  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1779  DYNAMIC HT  -           2.152 (meters)       7.06  (feet)  COMP
 JU1779  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 JU1779
 JU1779  VERT ORDER  -  SECOND    CLASS 0
 JU1779
 JU1779.The horizontal coordinates were scaled from a topographic map and have
 JU1779.an estimated accuracy of +/- 6 seconds.
 JU1779
 JU1779.The orthometric height was determined by differential leveling
 JU1779.and adjusted in June 1991.
 JU1779
 JU1779.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1779
 JU1779  NGVD 29 (??/??/??)    2.517  (m)            8.26   (f) ADJUSTED    2 0
 JU1779
 JU1779.Superseded values are not recommended for survey control.
 JU1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1779.See file dsdata.txt to determine how the superseded data were derived.
 JU1779
 JU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547964(NAD 83)
 JU1779_MARKER: DJ = TIDAL STATION DISK
 JU1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1779_SP_SET: WHARF
 JU1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1779
 JU1779  HISTORY     - Date     Condition        Report By
 JU1779  HISTORY     - UNK      MONUMENTED       DOD
 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 WILMINGTON.
 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 = MARCH  2, 2009
 HU1717 ***********************************************************************
 HU1717  DESIGNATION -  TOWNSEND
 HU1717  PID         -  HU1717
 HU1717  STATE/COUNTY-  DE/SUSSEX
 HU1717  USGS QUAD   -  DELMAR (1992)
 HU1717
 HU1717                         *CURRENT SURVEY CONTROL
 HU1717  ___________________________________________________________________
 HU1717* NAD 83(1991)-  38 27 16.17940(N)    075 30 36.24549(W)     ADJUSTED  
 HU1717* NAVD 88     -        15.775  (meters)      51.76   (feet)  ADJUSTED  
 HU1717  ___________________________________________________________________
 HU1717  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HU1717  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU1717  DYNAMIC HT  -          15.765 (meters)      51.72  (feet)  COMP
 HU1717  MODELED GRAV-     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
 HU1717.and adjusted in June 1991.
 HU1717
 HU1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1717
 HU1717.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000313  x   0.99999582  =   0.99999895
 HU1717!SPC MD       -   1.00000313  x   0.99997672  =   0.99997985
 HU1717!UTM  18      -   1.00000313  x   0.99962439  =   0.99962752
 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
 HU1717.Superseded values are not recommended for survey control.
 HU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1717.See file dsdata.txt to determine how the superseded data were derived.
 HU1717
 HU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5549556367(NAD 83)
 HU1717_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1717_SP_SET: CONCRETE POST
 HU1717_STAMPING: TOWNSEND 1974
 HU1717_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3511 ***********************************************************************
 JU3511  DESIGNATION -  TOWNSEND
 JU3511  PID         -  JU3511
 JU3511  STATE/COUNTY-  DE/NEW CASTLE
 JU3511  USGS QUAD   -  CECILTON (1993)
 JU3511
 JU3511                         *CURRENT SURVEY CONTROL
 JU3511  ___________________________________________________________________
 JU3511* NAD 83(1991)-  39 23 18.50097(N)    075 46 02.82548(W)     ADJUSTED  
 JU3511* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 JU3511  ___________________________________________________________________
 JU3511  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JU3511  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU3511  HORZ ORDER  -  SECOND
 JU3511
 JU3511.The horizontal coordinates were established by classical geodetic methods
 JU3511.and adjusted by the National Geodetic Survey in January 1992.
 JU3511
 JU3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3511
 JU3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3511
 JU3511.The geoid height was determined by GEOID03.
 JU3511
 JU3511;                    North         East     Units Scale Factor Converg.
 JU3511;SPC DE       -   154,191.801   169,779.746   MT  1.00000624   -0 13 21.4
 JU3511;SPC DE       -   505,877.60    557,019.05   sFT  1.00000624   -0 13 21.4
 JU3511;SPC MD       -   191,849.513   506,180.631   MT  0.99998982   +0 46 24.9
 JU3511;SPC MD       -   629,426.28  1,660,694.29   sFT  0.99998982   +0 46 24.9
 JU3511;UTM  18      - 4,360,168.122   433,909.556   MT  0.99965378   -0 29 13.3
 JU3511
 JU3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3511!SPC DE       -   1.00000238  x   1.00000624  =   1.00000862
 JU3511!SPC MD       -   1.00000238  x   0.99998982  =   0.99999220
 JU3511!UTM  18      -   1.00000238  x   0.99965378  =   0.99965616
 JU3511
 JU3511|---------------------------------------------------------------------|
 JU3511| PID    Reference Object                     Distance      Geod. Az  |
 JU3511|                                                           dddmmss.s |
 JU3511| CB3146 TOWNSEND RM 1                        15.418 METERS 04222     |
 JU3511| CB3147 TOWNSEND RM 2                        14.828 METERS 13228     |
 JU3511| JU3510 BOUNDARY MONUMENT 64 1976           213.165 METERS 17655     |
 JU3511| JU3524 TOWNSEND AZIMUTH MARK               APPROX. 0.6 KM 3572218.0 |
 JU3511|---------------------------------------------------------------------|
 JU3511
 JU3511                          SUPERSEDED SURVEY CONTROL
 JU3511
 JU3511  NAD 83(1986)-  39 23 18.49318(N)    075 46 02.83406(W) AD(       ) 2
 JU3511  NAD 27      -  39 23 18.08940(N)    075 46 04.07300(W) AD(       ) 2
 JU3511  NGVD 29 (07/19/86)   18.6    (m)           61.     (f) VERT ANG    3  
 JU3511
 JU3511.Superseded values are not recommended for survey control.
 JU3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3511.See file dsdata.txt to determine how the superseded data were derived.
 JU3511
 JU3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3391060168(NAD 83)
 JU3511_MARKER: DS = TRIANGULATION STATION DISK
 JU3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3511
 JU3511  HISTORY     - Date     Condition        Report By
 JU3511  HISTORY     - 1961     MONUMENTED       CGS
 JU3511  HISTORY     - 1975     GOOD             NGS
 JU3511  HISTORY     - 1976     GOOD             NGS
 JU3511
 JU3511                          STATION DESCRIPTION
 JU3511
 JU3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3511'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF TOWNSEND
 JU3511'DELAWARE, 2.0 MILES NORTHEAST OF SASSAFRAS MARYLAND.  ON
 JU3511'PROPERTY OWNED BY MR. H.B. CARTER WHO GAVE PERMISSION.
 JU3511'
 JU3511'TO REACH THE STATION FROM THE REHOBOTH CHURCH IN THE SMALL
 JU3511'VILLAGE OF SASSAFRAS MARYLAND, GO EASTERLY ON THE MAIN ROAD
 JU3511'FOR 2.15 MILES TO A SIDE ROAD LEFT ABOUT 50 YARDS BEFORE
 JU3511'REACHING A CROSS ROAD, TURN SHARP LEFT AND GO NORTHERLY ON
 JU3511'STATE LINE ROAD FOR 1.45 MILES TO THE STATION ON THE LEFT.
 JU3511'
 JU3511'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A
 JU3511'10 X 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW
 JU3511'THE SURFACE OF THE GROUND, STAMPED TOWNSEND 1961.  IT IS
 JU3511'45.8 FEET SOUTHWEST OF A 24-INCH TRIANGULAR BLAZED POPLAR
 JU3511'TREE, 32.3 FEET WEST OF STANDARD METAL WITNESS POST AND MARKER
 JU3511'AND 16.8 FEET WEST OF THE APPROXIMATE CENTER OF A ASPHALT ROAD.
 JU3511'
 JU3511'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A
 JU3511'CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 JU3511'GROUND, STAMPED TOWNSEND NO 1 1961.  IT IS 33.0 FEET NORTH
 JU3511'OF A STANDARD METAL WITNESS POST AND MARKER, 20.0 FEET EAST
 JU3511'OF THE APPROXIMATE CENTER OF A ASPHALT ROAD AND 7.0 FEET NORTH
 JU3511'OF A 24-INCH TRIANGULAR BLAZED POPLAR TREE.
 JU3511'
 JU3511'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF
 JU3511'CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 JU3511'GROUND, STAMPED TOWNSEND NO 2 1961.  IT IS 62.5 FEET SOUTH
 JU3511'OF A 24-INCH TRIANGULAR BLAZED POPLAR TREE, 37.6 FEET SOUTH
 JU3511'OF A STANDARD METAL WITNESS POST AND MARKER AND 16.7 FEET EAST
 JU3511'OF THE APPROXIMATE CENTER OF A ASPHALT ROAD.
 JU3511'
 JU3511'THE AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A
 JU3511'CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 JU3511'GROUND, STAMPED TOWNSEND 1961.  IT IS 74.0 FEET EAST OF A
 JU3511'FENCE CORNER, 56.0 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 JU3511'CENTER OF A T-INTERSECTION AND 3.0 FEET SOUTH OF A FENCE LINE.
 JU3511'
 JU3511'NOTE--THE AZIMUTH MARK WAS OBSERVED AND A GEODIMETER
 JU3511'TRAVERSE WAS MADE TO STATION COLDWELL 1651.353 METERS,
 JU3511'TOWNSEND AZIMUTH MARK IS 553.914 METERS.
 JU3511'
 JU3511'BOUNDARY MONUMENT NO. 64 WAS SEARCHED FOR BUT NOT FOUND.
 JU3511'
 JU3511'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3511
 JU3511                          STATION RECOVERY (1975)
 JU3511
 JU3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU3511'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 JU3511'FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1961
 JU3511'DESCRIPTION.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK
 JU3511'WAS CHECKED AND NO EVIDENCE OF IT WAS FOUND AND IT IS
 JU3511'BELIEVED DESTROYED BY ROAD WORK AND REPAIRS.  THE DISTANCE
 JU3511'AND DIRECTIONS TO BOTH REFERENCE MARKS WERE FOUND TO BE
 JU3511'WITHIN CLOSE AGREEMENT WITH THE 1961 OBSERVATIONS.  NO NEW
 JU3511'AZIMUTH MARK WAS SET AT THIS DATE.  A NEW AZIMUTH MARK WILL
 JU3511'BE ESTABLISHED WHEN THE BOUNDARY MONUMENT IS SET.
 JU3511'
 JU3511'A POINT SOUTH OF THIS STATION WAS SELECTED FOR THE BOUNDARY
 JU3511'MONUMENT NUMBER 64, THERE IS A SEPARATE REPORT ON IT.
 JU3511'
 JU3511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3511'2 MILES NORTHEAST OF SASSAFRAS.
 JU3511
 JU3511                          STATION RECOVERY (1976)
 JU3511
 JU3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3511'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 JU3511'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK
 JU3511'WAS DESTROYED AS PREVIOUSLY REPORTED.  NO NEW AZIMUTH MARK
 JU3511'WAS ESTABLISHED AT THIS DATE.
 JU3511'
 JU3511'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBERED 64 WAS
 JU3511'SET AT THIS DATE, SEE DESCRIPTION THEREOF.
 JU3511'
 JU3511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3511'4 MILES WEST OF TOWNSEND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1200 ***********************************************************************
 JU1200  DESIGNATION -  TOWNSEND 1
 JU1200  PID         -  JU1200
 JU1200  STATE/COUNTY-  DE/NEW CASTLE
 JU1200  USGS QUAD   -  MIDDLETOWN (1993)
 JU1200
 JU1200                         *CURRENT SURVEY CONTROL
 JU1200  ___________________________________________________________________
 JU1200* NAD 83(1986)-  39 23 38.     (N)    075 41 40.     (W)     SCALED    
 JU1200* NAVD 88     -        19.669  (meters)      64.53   (feet)  ADJUSTED  
 JU1200  ___________________________________________________________________
 JU1200  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU1200  DYNAMIC HT  -          19.659 (meters)      64.50  (feet)  COMP
 JU1200  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 JU1200
 JU1200  VERT ORDER  -  FIRST     CLASS I
 JU1200
 JU1200.The horizontal coordinates were scaled from a topographic map and have
 JU1200.an estimated accuracy of +/- 6 seconds.
 JU1200
 JU1200.The orthometric height was determined by differential leveling
 JU1200.and adjusted in June 1991.
 JU1200
 JU1200.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1200
 JU1200  NGVD 29 (??/??/??)   19.910  (m)           65.32   (f) ADJUSTED    1 1
 JU1200
 JU1200.Superseded values are not recommended for survey control.
 JU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1200.See file dsdata.txt to determine how the superseded data were derived.
 JU1200
 JU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402607(NAD 83)
 JU1200_MARKER: DB = BENCH MARK DISK
 JU1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1200_STAMPING: TOWNSEND 1 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3438 ***********************************************************************
 JU3438  DESIGNATION -  TOWNSEND WATER TANK
 JU3438  PID         -  JU3438
 JU3438  STATE/COUNTY-  DE/NEW CASTLE
 JU3438  USGS QUAD   -  MIDDLETOWN (1993)
 JU3438
 JU3438                         *CURRENT SURVEY CONTROL
 JU3438  ___________________________________________________________________
 JU3438* NAD 83(1991)-  39 23 36.69302(N)    075 41 29.57631(W)     ADJUSTED  
 JU3438* NAVD 88     -              **(meters)            **(feet)            
 JU3438  ___________________________________________________________________
 JU3438  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU3438  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU3438  HORZ ORDER  -  THIRD
 JU3438
 JU3438.The horizontal coordinates were established by classical geodetic methods
 JU3438.and adjusted by the National Geodetic Survey in January 1992.
 JU3438
 JU3438
 JU3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3438
 JU3438.The geoid height was determined by GEOID03.
 JU3438
 JU3438;                    North         East     Units Scale Factor Converg.
 JU3438;SPC DE       -   154,730.181   176,320.500   MT  1.00000190   -0 10 28.0
 JU3438;SPC DE       -   507,643.94    578,478.17   sFT  1.00000190   -0 10 28.0
 JU3438;UTM  18      - 4,360,676.129   440,450.400   MT  0.99964366   -0 26 20.0
 JU3438
 JU3438                          SUPERSEDED SURVEY CONTROL
 JU3438
 JU3438  NAD 83(1986)-  39 23 36.68500(N)    075 41 29.58598(W) AD(       ) 4
 JU3438  NAD 27      -  39 23 36.28600(N)    075 41 30.84000(W) AD(       ) 3
 JU3438
 JU3438.Superseded values are not recommended for survey control.
 JU3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3438.See file dsdata.txt to determine how the superseded data were derived.
 JU3438
 JU3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4045060676(NAD 83)
 JU3438_MARKER: 53 = ELEVATED TANK
 JU3438
 JU3438  HISTORY     - Date     Condition        Report By
 JU3438  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3438  HISTORY     - 1943     GOOD             CGS
 JU3438
 JU3438                          STATION DESCRIPTION
 JU3438
 JU3438'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3438'ORIGINAL DESCRIPTION NOT AVAILABLE.  A NEW DESCRIPTION FOLLOWS--
 JU3438'
 JU3438'STATION IS LOCATED IN TOWNSEND, DELAWARE, IN THE SE QUARTER OF
 JU3438'TOWN, ABOUT 52 METERS SW OF THE INTERSECTION OF SOUTH AND LATIMUS
 JU3438'STREETS.  THE STATION IS THE GLOBULAR FINIAL MOUNTED ON A STEEL,
 JU3438'SILVER, FOUR-LEGGED WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4115 ***********************************************************************
 JU4115  DESIGNATION -  TRIG A AZ MK
 JU4115  PID         -  JU4115
 JU4115  STATE/COUNTY-  DE/NEW CASTLE
 JU4115  USGS QUAD   -  NEWARK WEST (1992)
 JU4115
 JU4115                         *CURRENT SURVEY CONTROL
 JU4115  ___________________________________________________________________
 JU4115* NAD 83(1991)-  39 44 50.61408(N)    075 45 57.33145(W)     ADJUSTED  
 JU4115* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 JU4115  ___________________________________________________________________
 JU4115  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 JU4115  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU4115  HORZ ORDER  -  SECOND
 JU4115
 JU4115.The horizontal coordinates were established by classical geodetic methods
 JU4115.and adjusted by the National Geodetic Survey in January 1992.
 JU4115
 JU4115.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4115
 JU4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4115
 JU4115.The geoid height was determined by GEOID03.
 JU4115
 JU4115;                    North         East     Units Scale Factor Converg.
 JU4115;SPC DE       -   194,040.843   170,065.957   MT  1.00000603   -0 13 23.9
 JU4115;SPC DE       -   636,615.67    557,958.06   sFT  1.00000603   -0 13 23.9
 JU4115;SPC PA S     -    47,885.511   770,041.969   MT  1.00003428   +1 17 14.1
 JU4115;SPC PA S     -   157,104.38  2,526,379.36   sFT  1.00003428   +1 17 14.1
 JU4115;SPC MD       -   231,698.230   505,773.394   MT  1.00006557   +0 46 28.4
 JU4115;SPC MD       -   760,163.28  1,659,358.21   sFT  1.00006557   +0 46 28.4
 JU4115;UTM  18      - 4,400,001.355   434,380.202   MT  0.99965301   -0 29 23.1
 JU4115
 JU4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4115!SPC DE       -   0.99999266  x   1.00000603  =   0.99999869
 JU4115!SPC PA S     -   0.99999266  x   1.00003428  =   1.00002694
 JU4115!SPC MD       -   0.99999266  x   1.00006557  =   1.00005823
 JU4115!UTM  18      -   0.99999266  x   0.99965301  =   0.99964568
 JU4115
 JU4115                          SUPERSEDED SURVEY CONTROL
 JU4115
 JU4115  NAD 83(1986)-  39 44 50.60810(N)    075 45 57.33950(W) AD(       ) 2
 JU4115  NGVD 29 (10/29/90)   80.     (m)          262.     (f) VERT ANG    3  
 JU4115
 JU4115.Superseded values are not recommended for survey control.
 JU4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4115.See file dsdata.txt to determine how the superseded data were derived.
 JU4115
 JU4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3438000001(NAD 83)
 JU4115_MARKER: DD = SURVEY DISK
 JU4115_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4115_SP_SET: IRREGULAR CONCRETE MASS
 JU4115_STAMPING: TRIG A AZ MK 1986
 JU4115_MARK LOGO: DEPABC
 JU4115_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4115+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JU4115
 JU4115  HISTORY     - Date     Condition        Report By
 JU4115  HISTORY     - 1986     MONUMENTED       TWT
 JU4115  HISTORY     - 20030308 GOOD             USPSQD
 JU4115
 JU4115                          STATION DESCRIPTION
 JU4115
 JU4115'DESCRIBED BY TWT CONS ENG 1986
 JU4115'LOCATED ON PRIVATE PROPERTY IN A CULTIVATED FIELD ABOUT 1.5 MILES FROM
 JU4115'THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED
 JU4115'ALONG THE DELAWARE ARC AND ABOUT 2.0 MILES SOUTHWEST OF HOCKESSIN.
 JU4115'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4115'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4115'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4115'SOUTHWESTERLY ON DOE RUN ROAD 0.95 MILES TO BRANCH ROAD, SOUTHERLY ON
 JU4115'BRANCH ROAD 0.60 MILES TO CORNER KETCH ROAD, SOUTHWESTERLY ON CORNER
 JU4115'KETCH ROAD 0.95 MILES TO A PRIVATE DRIVE ON THE LEFT TO CRECENZO
 JU4115'RESIDENCE. PROCEED DOWN THE PRIVATE DRIVE TO THE END AT THE EDGE OF A
 JU4115'CULTIVATED FIELD. TRAVEL WESTERLY (ON FOOT IF CROP IS NOT HARVESTED)
 JU4115'500.0 FEET, MORE OR LESS, TO CONTROL STATION STAMPED TRIG A 1986.
 JU4115'PROCEED NORTHWARDLY 1213.5 FEET ACROSS THE FIELD TO STATION SET AT
 JU4115'THE EDGE OF THE FIELD 6.5 FEET FROM A LARGE OAK TREE.
 JU4115'STATION MARK STAMPED TRIG A AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4115'ATOP AN IRREGULAR MASS OF POURED CONCRETE 3.3 FEET IN DEPTH. THE DISK
 JU4115'IS LEVEL WITH THE SURFACE.
 JU4115
 JU4115                          STATION RECOVERY (2003)
 JU4115
 JU4115'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBG)
 JU4115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4111 ***********************************************************************
 JU4111  DESIGNATION -  TRIG B AZ MK
 JU4111  PID         -  JU4111
 JU4111  STATE/COUNTY-  DE/NEW CASTLE
 JU4111  USGS QUAD   -  KENNETT SQUARE (1993)
 JU4111
 JU4111                         *CURRENT SURVEY CONTROL
 JU4111  ___________________________________________________________________
 JU4111* NAD 83(1991)-  39 45 42.14858(N)    075 44 44.70652(W)     ADJUSTED  
 JU4111* NAVD 88     -       105.     (meters)     344.     (feet)  VERTCON   
 JU4111  ___________________________________________________________________
 JU4111  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 JU4111  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4111
 JU4111.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   0.99998874  x   1.00003127  =   1.00002001
 JU4111!SPC MD       -   0.99998874  x   1.00006942  =   1.00005816
 JU4111!UTM  18      -   0.99998874  x   0.99965023  =   0.99963897
 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    3  
 JU4111
 JU4111.Superseded values are not recommended for survey control.
 JU4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4111.See file dsdata.txt to determine how the superseded data were derived.
 JU4111
 JU4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3612201576(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3989 ***********************************************************************
 JU3989  DESIGNATION -  TRIG C
 JU3989  PID         -  JU3989
 JU3989  STATE/COUNTY-  DE/NEW CASTLE
 JU3989  USGS QUAD   -  KENNETT SQUARE (1993)
 JU3989
 JU3989                         *CURRENT SURVEY CONTROL
 JU3989  ___________________________________________________________________
 JU3989* NAD 83(1991)-  39 46 02.71074(N)    075 44 45.89959(W)     ADJUSTED  
 JU3989* NAVD 88     -       111.3    (meters)     365.     (feet)  VERTCON   
 JU3989  ___________________________________________________________________
 JU3989  X           -   1,208,772.288 (meters)                     COMP
 JU3989  Y           -  -4,758,188.871 (meters)                     COMP
 JU3989  Z           -   4,058,219.819 (meters)                     COMP
 JU3989  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JU3989  ELLIP HEIGHT-          78.446 (meters)          (05/14/99) ADJUSTED
 JU3989  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3989  HORZ ORDER  -  FIRST
 JU3989  ELLP ORDER  -  FOURTH    CLASS I
 JU3989
 JU3989.The horizontal coordinates were established by GPS observations
 JU3989.and adjusted by the National Geodetic Survey in January 1992.
 JU3989
 JU3989.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3989
 JU3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3989
 JU3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3989
 JU3989.The ellipsoidal height was determined by GPS observations
 JU3989.and is referenced to NAD 83.
 JU3989
 JU3989.The geoid height was determined by GEOID03.
 JU3989
 JU3989;                    North         East     Units Scale Factor Converg.
 JU3989;SPC DE       -   196,257.979   171,774.757   MT  1.00000480   -0 12 38.6
 JU3989;SPC DE       -   643,889.72    563,564.35   sFT  1.00000480   -0 12 38.6
 JU3989;SPC PA S     -    50,146.988   771,691.768   MT  1.00003009   +1 18 00.5
 JU3989;SPC PA S     -   164,523.91  2,531,792.08   sFT  1.00003009   +1 18 00.5
 JU3989;SPC MD       -   233,944.928   507,443.432   MT  1.00007097   +0 47 13.2
 JU3989;SPC MD       -   767,534.32  1,664,837.33   sFT  1.00007097   +0 47 13.2
 JU3989;UTM  18      - 4,402,209.737   436,098.688   MT  0.99965027   -0 28 38.2
 JU3989
 JU3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3989!SPC DE       -   0.99998769  x   1.00000480  =   0.99999249
 JU3989!SPC PA S     -   0.99998769  x   1.00003009  =   1.00001778
 JU3989!SPC MD       -   0.99998769  x   1.00007097  =   1.00005866
 JU3989!UTM  18      -   0.99998769  x   0.99965027  =   0.99963797
 JU3989
 JU3989|---------------------------------------------------------------------|
 JU3989| PID    Reference Object                     Distance      Geod. Az  |
 JU3989|                                                           dddmmss.s |
 JU3989| JU4239 BOUNDARY MON 3+1/2 DE PA            123.509 METERS 08830     |
 JU3989| JU3978 BOUNDARY MON 3+1/2 DE PA TEMP       123.921 METERS 08831     |
 JU3989| JU4118 TRIG C AZ MK                        402.044 METERS 1752157.4 |
 JU3989| JU3988 TRIG B                              APPROX. 0.7 KM 2144731.0 |
 JU3989|---------------------------------------------------------------------|
 JU3989
 JU3989                          SUPERSEDED SURVEY CONTROL
 JU3989
 JU3989  NAD 83(1986)-  39 46 02.70503(N)    075 44 45.90771(W) AD(       ) 1
 JU3989  NAD 83(1986)-  39 46 02.70355(N)    075 44 45.90223(W) AD(       ) 2
 JU3989  NGVD 29 (10/29/90)  111.6    (m)          366.     (f) GPS OBS     3  
 JU3989
 JU3989.Superseded values are not recommended for survey control.
 JU3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3989.See file dsdata.txt to determine how the superseded data were derived.
 JU3989
 JU3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3609902210(NAD 83)
 JU3989_MARKER: DU = BOUNDARY MARKER
 JU3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3989_SP_SET: SQUARE CONCRETE MONUMENT
 JU3989_STAMPING: GPS TRIG C 1986
 JU3989_MARK LOGO: DEPABC
 JU3989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3989+STABILITY: SURFACE MOTION
 JU3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3989+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3989
 JU3989  HISTORY     - Date     Condition        Report By
 JU3989  HISTORY     - 1986     MONUMENTED       DEPABC
 JU3989  HISTORY     - 1986     GOOD             GEOHYD
 JU3989  HISTORY     - 19890821 GOOD             TWT
 JU3989  HISTORY     - 20011203 GOOD             NGS
 JU3989
 JU3989                          STATION DESCRIPTION
 JU3989
 JU3989'DESCRIBED BY DE-PA BOUNDARY COMM 1986 (JDR)
 JU3989'THE STATION IS LOCATED NEAR THE DELAWARE-PENNSYLVANIA STATE LINE, IN
 JU3989'A NEW HOUSING DIVISION LOCALLY KNOWN AS YEATMANS MILL SUBDIVISION.
 JU3989'
 JU3989'THE STATION IS A DELAWARE-PENNSYLVANIA BOUNDARY COMMISSION SURVEY
 JU3989'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 JU3989'GROUND.  THE DISK IS STAMPED---GPS TRIG C 1986---.  IT IS 106.5 FEET
 JU3989'NORTH OF THE NORTH EDGE OF A METAL WATER DRAIN, 16.0 FEET NORTHEAST OF
 JU3989'THE CENTER OF DELPHA DRIVE, 11.8 FEET WEST OF A TELEPHONE JUNCTION BOX
 JU3989'AND 4.5 FEET NORTHEAST OF THE EAST EDGE OF DELPHA DRIVE.
 JU3989'
 JU3989'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 7 AND 72 AT
 JU3989'THE COMMUNITY OF MENDENHAL, GO NORTH ON HIGHWAY 7 FOR 1.2 MILES TO A
 JU3989'CROSSROADS AT TRAFFIC SIGNAL.  TURN LEFT, GO WEST ON HENDERSON ROAD
 JU3989'FOR 0.75 MILE TO VALLEY ROAD.  CONTINUE WEST ON HENDERSON ROAD FOR
 JU3989'0.8 MILE TO STOP SIGN AT LITTLE BALTIMORE.  TURN LEFT, GO SOUTHERLY
 JU3989'ON DOE RUN ROAD AND GO 0.65 MILE TO ROAD ON RIGHT.  TURN RIGHT, WEST
 JU3989'ON YEATMANS MILL ROAD AND GO 0.2 MILE TO DELPHA DRIVE ON RIGHT.  GO
 JU3989'RIGHT ON DELPHA DRIVE AND GO 0.25 MILE TO STATION ON RIGHT AS
 JU3989'DESCRIBED.
 JU3989
 JU3989                          STATION RECOVERY (1986)
 JU3989
 JU3989'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 JU3989'RECOVERED IN GOOD CONDITION.
 JU3989
 JU3989                          STATION RECOVERY (1989)
 JU3989
 JU3989'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3989'LOCATED ON EAST SIDE OF DELPHA DRIVE IN FRONT OF HOUSE 1214 AND ABOUT
 JU3989'5.63 KM (3.50 MI) FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA
 JU3989'BOUNDARY CORNER AS MEASURED ALONG THE DELAWARE ARC AND ABOUT 1.6 KM
 JU3989'(1.0 MI) SOUTHWEST OF HOCKESSIN.  TO REACH THE STATION FROM THE
 JU3989'JUNCTION OF HIGHWAY 7 AND VALLEY ROAD, GO SOUTHWESTERLY ON VALLEY
 JU3989'ROAD 0.8 KM (0.5 MI) TO LITTLE BALTIMORE ROAD, WESTERLY ON LITTLE
 JU3989'BALTIMORE ROAD 1.3 KM (0.8 MI) TO DOE RUN ROAD, SOUTHWESTERLY ON DOE
 JU3989'RUN ROAD 1.0 KM (0.6 MI) TO YEATMANS MILL ROAD, WESTERLY ON YEATMANS
 JU3989'MILL ROAD 0.3 KM (0.2 MI) TO DELPHA DRIVE, NORTHERLY ON DELPHA DRIVE
 JU3989'0.5 KM (0.3 MI) TO STATION ON RIGHT AS DESCRIBED.  STATION MARK
 JU3989'STAMPED TRIG C 1986 IS A STANDARD ALUMINUM DISK SET ATOP AN IRREGULAR
 JU3989'MASS OF POURED CONCRETE SQUARED AT THE SURFACE AND 1.0 M (3.3 FT) IN
 JU3989'DEPTH.  THE DISK IS AT GROUND LEVEL.  STATION IS MEASURED 32.31 M
 JU3989'(106.00 FT) FROM AN INLET GRATE ADJACENT TO DRIVE TO HOUSE 1214, 3.51
 JU3989'M (11.52 FT) FROM AN ELECTRIC JUNCTION BOX AND 38.10 M (125.00 FT)
 JU3989'FROM A TRANSFORMER BOX ADJACENT TO DRIVE TO HOUSE 1216.  AZIMUTH MARK
 JU3989'IS LOCATED SOUTHWARDLY 402.03 M (1318.99 FT) FROM STATION. AZIMITH
 JU3989'MARK IS AN ALUMINUM DISK SET IN CONCRETE STAMPED TRIG C AZ MK 1986.
 JU3989'THE DISK IS AT GROUND SURFACE ON THE NORTHWEST CORNER OF THE
 JU3989'INTERSECTION OF DELPHA DRIVE AND YEATMANS MILL ROAD.
 JU3989
 JU3989                          STATION RECOVERY (2001)
 JU3989
 JU3989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3989'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4118 ***********************************************************************
 JU4118  DESIGNATION -  TRIG C AZ MK
 JU4118  PID         -  JU4118
 JU4118  STATE/COUNTY-  DE/NEW CASTLE
 JU4118  USGS QUAD   -  KENNETT SQUARE (1993)
 JU4118
 JU4118                         *CURRENT SURVEY CONTROL
 JU4118  ___________________________________________________________________
 JU4118* NAD 83(1991)-  39 45 49.71762(N)    075 44 44.53493(W)     ADJUSTED  
 JU4118* NAVD 88     -       111.     (meters)     364.     (feet)  VERTCON   
 JU4118  ___________________________________________________________________
 JU4118  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JU4118  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4118
 JU4118.The geoid height was determined by GEOID03.
 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 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;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;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       -   0.99998782  x   1.00000478  =   0.99999260
 JU4118!SPC PA S     -   0.99998782  x   1.00003083  =   1.00001865
 JU4118!SPC MD       -   0.99998782  x   1.00006998  =   1.00005780
 JU4118!UTM  18      -   0.99998782  x   0.99965022  =   0.99963805
 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    3  
 JU4118
 JU4118.Superseded values are not recommended for survey control.
 JU4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4118.See file dsdata.txt to determine how the superseded data were derived.
 JU4118
 JU4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3612801809(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3990 ***********************************************************************
 JU3990  DESIGNATION -  TRIG D
 JU3990  PID         -  JU3990
 JU3990  STATE/COUNTY-  DE/NEW CASTLE
 JU3990  USGS QUAD   -  KENNETT SQUARE (1993)
 JU3990
 JU3990                         *CURRENT SURVEY CONTROL
 JU3990  ___________________________________________________________________
 JU3990* NAD 83(1991)-  39 47 58.41607(N)    075 42 22.24586(W)     ADJUSTED  
 JU3990* NAVD 88     -        98.9    (meters)     324.     (feet)  VERTCON   
 JU3990  ___________________________________________________________________
 JU3990  X           -   1,211,519.685 (meters)                     COMP
 JU3990  Y           -  -4,755,123.710 (meters)                     COMP
 JU3990  Z           -   4,060,954.149 (meters)                     COMP
 JU3990  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 JU3990  ELLIP HEIGHT-          65.904 (meters)          (05/14/99) ADJUSTED
 JU3990  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3990
 JU3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3990
 JU3990.The ellipsoidal height was determined by GPS observations
 JU3990.and is referenced to NAD 83.
 JU3990
 JU3990.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          325.     (f) GPS OBS     3  
 JU3990
 JU3990.Superseded values are not recommended for survey control.
 JU3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3990.See file dsdata.txt to determine how the superseded data were derived.
 JU3990
 JU3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3954505749(NAD 83)
 JU3990_MARKER: DU = BOUNDARY MARKER
 JU3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3990_SP_SET: SQUARE 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4116 ***********************************************************************
 JU4116  DESIGNATION -  TRIG D AZ MK
 JU4116  PID         -  JU4116
 JU4116  STATE/COUNTY-  DE/NEW CASTLE
 JU4116  USGS QUAD   -  KENNETT SQUARE (1993)
 JU4116
 JU4116                         *CURRENT SURVEY CONTROL
 JU4116  ___________________________________________________________________
 JU4116* NAD 83(1991)-  39 47 43.60005(N)    075 42 22.09116(W)     ADJUSTED  
 JU4116* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 JU4116  ___________________________________________________________________
 JU4116  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JU4116  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4116
 JU4116.The geoid height was determined by GEOID03.
 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       -   0.99999030  x   1.00000256  =   0.99999286
 JU4116!SPC PA S     -   0.99999030  x   1.00002442  =   1.00001472
 JU4116!UTM  18      -   0.99999030  x   0.99964499  =   0.99963530
 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    3  
 JU4116
 JU4116.Superseded values are not recommended for survey control.
 JU4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4116.See file dsdata.txt to determine how the superseded data were derived.
 JU4116
 JU4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3954505292(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3991 ***********************************************************************
 JU3991  DESIGNATION -  TRIG E
 JU3991  PID         -  JU3991
 JU3991  STATE/COUNTY-  DE/NEW CASTLE
 JU3991  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3991
 JU3991                         *CURRENT SURVEY CONTROL
 JU3991  ___________________________________________________________________
 JU3991* NAD 83(1991)-  39 50 18.21504(N)    075 35 12.12481(W)     ADJUSTED  
 JU3991* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 JU3991  ___________________________________________________________________
 JU3991  X           -   1,220,737.707 (meters)                     COMP
 JU3991  Y           -  -4,749,882.272 (meters)                     COMP
 JU3991  Z           -   4,064,239.529 (meters)                     COMP
 JU3991  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 JU3991  ELLIP HEIGHT-          24.801 (meters)          (05/14/99) ADJUSTED
 JU3991  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3991
 JU3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3991
 JU3991.The ellipsoidal height was determined by GPS observations
 JU3991.and is referenced to NAD 83.
 JU3991
 JU3991.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          192.     (f) GPS OBS     3  
 JU3991
 JU3991.Superseded values are not recommended for survey control.
 JU3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3991.See file dsdata.txt to determine how the superseded data were derived.
 JU3991
 JU3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4980109985(NAD 83)
 JU3991_MARKER: DU = BOUNDARY MARKER
 JU3991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3991_SP_SET: SQUARE 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 = MARCH  2, 2009
 JU4117 ***********************************************************************
 JU4117  DESIGNATION -  TRIG E AZ MK
 JU4117  PID         -  JU4117
 JU4117  STATE/COUNTY-  DE/NEW CASTLE
 JU4117  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4117
 JU4117                         *CURRENT SURVEY CONTROL
 JU4117  ___________________________________________________________________
 JU4117* NAD 83(1991)-  39 50 13.23299(N)    075 35 17.75327(W)     ADJUSTED  
 JU4117* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 JU4117  ___________________________________________________________________
 JU4117  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JU4117  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4117
 JU4117.The geoid height was determined by GEOID03.
 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                          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    3  
 JU4117
 JU4117.Superseded values are not recommended for survey control.
 JU4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4117.See file dsdata.txt to determine how the superseded data were derived.
 JU4117
 JU4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4966709833(NAD 83)
 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 = MARCH  2, 2009
 JU4119 ***********************************************************************
 JU4119  DESIGNATION -  TRIG F AZ MK
 JU4119  PID         -  JU4119
 JU4119  STATE/COUNTY-  DE/NEW CASTLE
 JU4119  USGS QUAD   -  MARCUS HOOK (1993)
 JU4119
 JU4119                         *CURRENT SURVEY CONTROL
 JU4119  ___________________________________________________________________
 JU4119* NAD 83(1991)-  39 49 16.82796(N)    075 27 20.57462(W)     ADJUSTED  
 JU4119* NAVD 88     -        32.     (meters)     105.     (feet)  VERTCON   
 JU4119  ___________________________________________________________________
 JU4119  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JU4119  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4119
 JU4119.The geoid height was determined by GEOID03.
 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 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;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;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 PA S     -   1.00000014  x   1.00001940  =   1.00001954
 JU4119!SPC NJ       -   1.00000014  x   0.99998238  =   0.99998252
 JU4119!UTM  18      -   1.00000014  x   0.99961873  =   0.99961887
 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    3  
 JU4119
 JU4119.Superseded values are not recommended for survey control.
 JU4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4119.See file dsdata.txt to determine how the superseded data were derived.
 JU4119
 JU4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6099908027(NAD 83)
 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 = MARCH  2, 2009
 HU1435 ***********************************************************************
 HU1435  DESIGNATION -  TROUT 1970
 HU1435  PID         -  HU1435
 HU1435  STATE/COUNTY-  DE/SUSSEX
 HU1435  USGS QUAD   -  MISPILLION RIVER (1993)
 HU1435
 HU1435                         *CURRENT SURVEY CONTROL
 HU1435  ___________________________________________________________________
 HU1435* NAD 83(1991)-  38 56 05.42674(N)    075 19 24.10324(W)     ADJUSTED  
 HU1435* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1435  ___________________________________________________________________
 HU1435  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HU1435  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 HU1435  HORZ ORDER  -  SECOND
 HU1435
 HU1435.The horizontal coordinates were established by classical geodetic methods
 HU1435.and adjusted by the National Geodetic Survey in January 1992.
 HU1435
 HU1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1435
 HU1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1435
 HU1435.The geoid height was determined by GEOID03.
 HU1435
 HU1435;                    North         East     Units Scale Factor Converg.
 HU1435;SPC DE       -   103,775.943   208,090.015   MT  0.99999581   +0 03 31.1
 HU1435;SPC DE       -   340,471.57    682,708.66   sFT  0.99999581   +0 03 31.1
 HU1435;UTM  18      - 4,309,595.534   471,973.821   MT  0.99960967   -0 12 11.6
 HU1435
 HU1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1435!SPC DE       -   1.00000520  x   0.99999581  =   1.00000101
 HU1435!UTM  18      -   1.00000520  x   0.99960967  =   0.99961487
 HU1435
 HU1435:                Primary Azimuth Mark                     Grid Az
 HU1435:SPC DE       -  SLAW 1970                                143 13 22.8
 HU1435:UTM  18      -  SLAW 1970                                143 29 05.5
 HU1435
 HU1435|---------------------------------------------------------------------|
 HU1435| PID    Reference Object                     Distance      Geod. Az  |
 HU1435|                                                           dddmmss.s |
 HU1435| HU1434 SLAW 1970                           APPROX. 1.7 KM 1431653.9 |
 HU1435|---------------------------------------------------------------------|
 HU1435
 HU1435                          SUPERSEDED SURVEY CONTROL
 HU1435
 HU1435  NAD 83(1986)-  38 56 05.41576(N)    075 19 24.11025(W) AD(       ) 2
 HU1435  NAD 27      -  38 56 05.01629(N)    075 19 25.42197(W) AD(       ) 2
 HU1435  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG    3  
 HU1435
 HU1435.Superseded values are not recommended for survey control.
 HU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1435.See file dsdata.txt to determine how the superseded data were derived.
 HU1435
 HU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7197409596(NAD 83)
 HU1435_MARKER: DE = TRAVERSE STATION DISK
 HU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1435+STABILITY: SURFACE MOTION
 HU1435
 HU1435  HISTORY     - Date     Condition        Report By
 HU1435  HISTORY     - 1970     MONUMENTED       NGS
 HU1435  HISTORY     - 1980     GOOD             LOCENG
 HU1435
 HU1435                          STATION DESCRIPTION
 HU1435
 HU1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1435'STATION IS LOCATED ON THE WEST SIDE OF DELAWARE BAY, ALONG
 HU1435'THE SOUTH SIDE OF DELAWARE HIGHWAY 36 AT CEDAR BEACH, ABOUT
 HU1435'0.35 MILES WEST OF THE BAY.  IT IS 111.0 FEET SOUTHWEST OF
 HU1435'THE SOUTHWEST CORNER OF MAIN BUILDING AT A CHRYSLER OUTBOARD
 HU1435'MARINA, 109.5 FEET EAST OF SOUTHEAST CORNER OF A BRIDGE, 18.0
 HU1435'FEET EAST OF CENTER LINE OF DRIVEWAY ON SOUTH SIDE OF ROAD,
 HU1435'AND 15.0 FEET SOUTH OF CENTERLINE OF DELAWARE HIGHWAY
 HU1435'36.  STATION IS MARKED BY A STANDARD TRAVERSE DISK, STAMPED
 HU1435'TROUT 1970, SET IN TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT
 HU1435'THAT IS FLUSH WITH THE GROUND.
 HU1435'
 HU1435'REFERENCE MARK 1 IS 41.3 FEET EAST OF NORTHEAST CORNER OF
 HU1435'BRIDGE, 12.0 FEET NORTH OF CENTERLINE OF DELAWARE HIGHWAY 36,
 HU1435'AND 5.0 FEET EAST OF TRAFFIC SIGNAL GATE ON NORTH SIDE OF
 HU1435'HIGHWAY.  IT IS A U.S. GEOLOGICAL SURVEY GAGING STATION
 HU1435'REFERENCE MARK SET IN TOP OF A 7 INCH CONCRETE MONUMENT FLUSH
 HU1435'WITH THE GROUND.
 HU1435
 HU1435                          STATION RECOVERY (1980)
 HU1435
 HU1435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1435'RECOVERED BY VANDEMARK AND LYNCH INC.
 HU1435'
 HU1435'TROUT 1970 RECOVERED GOOD.
 HU1435'
 HU1435'RM 1 - GAGING STATION RECOVERED GOOD.
 HU1435'
 HU1435'STATION AND REFERENCE MARK ADEQUATLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1246 ***********************************************************************
 JU1246  DESIGNATION -  TT 14 J USGS
 JU1246  PID         -  JU1246
 JU1246  STATE/COUNTY-  DE/KENT
 JU1246  USGS QUAD   -  SMYRNA (1993)
 JU1246
 JU1246                         *CURRENT SURVEY CONTROL
 JU1246  ___________________________________________________________________
 JU1246* NAD 83(1986)-  39 20 29.     (N)    075 32 29.     (W)     SCALED    
 JU1246* NAVD 88     -         3.461  (meters)      11.36   (feet)  ADJUSTED  
 JU1246  ___________________________________________________________________
 JU1246  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU1246  DYNAMIC HT  -           3.459 (meters)      11.35  (feet)  COMP
 JU1246  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 JU1246
 JU1246  VERT ORDER  -  THIRD
 JU1246
 JU1246.The horizontal coordinates were scaled from a topographic map and have
 JU1246.an estimated accuracy of +/- 6 seconds.
 JU1246
 JU1246.The orthometric height was determined by differential leveling
 JU1246.and adjusted in June 1991.
 JU1246
 JU1246.The geoid height was determined by GEOID03.
 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       -   148,910.      189,250.      MT  (+/- 180 meters Scaled)
 JU1246
 JU1246                          SUPERSEDED SURVEY CONTROL
 JU1246
 JU1246  NGVD 29 (??/??/??)    3.667  (m)           12.03   (f) ADJUSTED    3 0
 JU1246
 JU1246.Superseded values are not recommended for survey control.
 JU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1246.See file dsdata.txt to determine how the superseded data were derived.
 JU1246
 JU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ533548(NAD 83)
 JU1246_MARKER: DD = SURVEY DISK
 JU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1246_STAMPING: TT 14 1926
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1252 ***********************************************************************
 JU1252  DESIGNATION -  TT 16 J USGS
 JU1252  PID         -  JU1252
 JU1252  STATE/COUNTY-  DE/NEW CASTLE
 JU1252  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1252
 JU1252                         *CURRENT SURVEY CONTROL
 JU1252  ___________________________________________________________________
 JU1252* NAD 83(1991)-  39 24 20.79153(N)    075 35 19.87389(W)     ADJUSTED  
 JU1252* NAVD 88     -         4.462  (meters)      14.64   (feet)  ADJUSTED  
 JU1252  ___________________________________________________________________
 JU1252  X           -   1,228,172.337 (meters)                     COMP
 JU1252  Y           -  -4,779,555.180 (meters)                     COMP
 JU1252  Z           -   4,027,207.365 (meters)                     COMP
 JU1252  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU1252  ELLIP HEIGHT-         -29.246 (meters)          (12/29/05) ADJUSTED
 JU1252  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU1252  DYNAMIC HT  -           4.460 (meters)      14.63  (feet)  COMP
 JU1252  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 JU1252
 JU1252  HORZ ORDER  -  FIRST
 JU1252  VERT ORDER  -  SECOND    CLASS 0
 JU1252  ELLP ORDER  -  FOURTH    CLASS I
 JU1252
 JU1252.The horizontal coordinates were established by GPS observations
 JU1252.and adjusted by the JMT ENGINEERING in December 2005.
 JU1252
 JU1252.The orthometric height was determined by differential leveling
 JU1252.and adjusted in June 1991.
 JU1252
 JU1252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1252
 JU1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1252
 JU1252.The ellipsoidal height was determined by GPS observations
 JU1252.and is referenced to NAD 83.
 JU1252
 JU1252.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JU1252;SPC DE       -   156,068.258   185,169.683   MT  0.99999771   -0 06 33.5
 JU1252;SPC DE       -   512,033.94    607,510.87   sFT  0.99999771   -0 06 33.5
 JU1252;UTM  18      - 4,361,972.874   449,302.459   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                          SUPERSEDED SURVEY CONTROL
 JU1252
 JU1252  NAVD 88 (12/29/05)    4.46   (m)           14.6    (f) LEVELING    3  
 JU1252  NGVD 29 (??/??/??)    4.684  (m)           15.37   (f) ADJUSTED    2 0
 JU1252
 JU1252.Superseded values are not recommended for survey control.
 JU1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1252.See file dsdata.txt to determine how the superseded data were derived.
 JU1252
 JU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4930261973(NAD 83)
 JU1252_MARKER: DD = SURVEY DISK
 JU1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1252_STAMPING: TT NO 16 J 1926
 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 - October 07, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0762 ***********************************************************************
 HU0762  DESIGNATION -  TT 7 USGS
 HU0762  PID         -  HU0762
 HU0762  STATE/COUNTY-  DE/SUSSEX
 HU0762  USGS QUAD   -  SEAFORD EAST (1992)
 HU0762
 HU0762                         *CURRENT SURVEY CONTROL
 HU0762  ___________________________________________________________________
 HU0762* NAD 83(1986)-  38 41 59.     (N)    075 36 55.     (W)     SCALED    
 HU0762* NAVD 88     -        12.870  (meters)      42.22   (feet)  ADJUSTED  
 HU0762  ___________________________________________________________________
 HU0762  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 HU0762  DYNAMIC HT  -          12.863 (meters)      42.20  (feet)  COMP
 HU0762  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 HU0762
 HU0762  VERT ORDER  -  FIRST     CLASS I
 HU0762
 HU0762.The horizontal coordinates were scaled from a topographic map and have
 HU0762.an estimated accuracy of +/- 6 seconds.
 HU0762
 HU0762.The orthometric height was determined by differential leveling
 HU0762.and adjusted in June 1991.
 HU0762
 HU0762.The geoid height was determined by GEOID03.
 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       -    77,690.      182,720.      MT  (+/- 180 meters Scaled)
 HU0762
 HU0762                          SUPERSEDED SURVEY CONTROL
 HU0762
 HU0762  NGVD 29 (??/??/??)   13.119  (m)           43.04   (f) ADJUSTED    1 1
 HU0762
 HU0762.Superseded values are not recommended for survey control.
 HU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0762.See file dsdata.txt to determine how the superseded data were derived.
 HU0762
 HU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH464836(NAD 83)
 HU0762_MARKER: DD = SURVEY DISK
 HU0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0762_STAMPING: TT 7 WAC 1953 43
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0756 ***********************************************************************
 HU0756  DESIGNATION -  TT 8
 HU0756  PID         -  HU0756
 HU0756  STATE/COUNTY-  DE/SUSSEX
 HU0756  USGS QUAD   -  SEAFORD EAST (1992)
 HU0756
 HU0756                         *CURRENT SURVEY CONTROL
 HU0756  ___________________________________________________________________
 HU0756* NAD 83(1986)-  38 44 31.7    (N)    075 36 22.0    (W)     HD_HELD2  
 HU0756* NAVD 88     -        13.844  (meters)      45.42   (feet)  ADJUSTED  
 HU0756  ___________________________________________________________________
 HU0756  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 HU0756  DYNAMIC HT  -          13.836 (meters)      45.39  (feet)  COMP
 HU0756  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 HU0756
 HU0756  VERT ORDER  -  FIRST     CLASS I
 HU0756
 HU0756.The horizontal coordinates were established by autonomous hand held GPS
 HU0756.observations and have an estimated accuracy of +/- 10 meters.
 HU0756
 HU0756.The orthometric height was determined by differential leveling
 HU0756.and adjusted in March 1994.
 HU0756
 HU0756.The geoid height was determined by GEOID03.
 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       -    82,397.      183,530.      MT  (+/- 10 meters HH2 GPS)
 HU0756
 HU0756                          SUPERSEDED SURVEY CONTROL
 HU0756
 HU0756  NAVD 88 (06/15/91)   13.851  (m)           45.44   (f) UNKNOWN     1 1
 HU0756  NGVD 29 (??/??/??)   14.098  (m)           46.25   (f) ADJUSTED    1 1
 HU0756
 HU0756.Superseded values are not recommended for survey control.
 HU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0756.See file dsdata.txt to determine how the superseded data were derived.
 HU0756
 HU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4732688336(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1386 ***********************************************************************
 HU1386  DESIGNATION -  TUNNEL 2
 HU1386  PID         -  HU1386
 HU1386  STATE/COUNTY-  DE/SUSSEX
 HU1386  USGS QUAD   -  BETHANY BEACH (1991)
 HU1386
 HU1386                         *CURRENT SURVEY CONTROL
 HU1386  ___________________________________________________________________
 HU1386* NAD 83(1991)-  38 30 47.44347(N)    075 04 46.03366(W)     ADJUSTED  
 HU1386* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 HU1386  ___________________________________________________________________
 HU1386  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HU1386  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1386
 HU1386.The geoid height was determined by GEOID03.
 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       -  ADEES RED ROOFED HOUSE CHIMNEY           031 26 13.2
 HU1386:UTM  18      -  ADEES RED ROOFED HOUSE CHIMNEY           031 41 47.2
 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  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG    3  
 HU1386
 HU1386.Superseded values are not recommended for survey control.
 HU1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1386.See file dsdata.txt to determine how the superseded data were derived.
 HU1386
 HU1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9307362759(NAD 83)
 HU1386_MARKER: DS = TRIANGULATION STATION DISK
 HU1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1083 ***********************************************************************
 JU1083  DESIGNATION -  U 1
 JU1083  PID         -  JU1083
 JU1083  STATE/COUNTY-  DE/KENT
 JU1083  USGS QUAD   -  CLAYTON (1993)
 JU1083
 JU1083                         *CURRENT SURVEY CONTROL
 JU1083  ___________________________________________________________________
 JU1083* NAD 83(1986)-  39 17 29.     (N)    075 38 00.     (W)     SCALED    
 JU1083* NAVD 88     -        12.607  (meters)      41.36   (feet)  ADJUSTED  
 JU1083  ___________________________________________________________________
 JU1083  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU1083  DYNAMIC HT  -          12.601 (meters)      41.34  (feet)  COMP
 JU1083  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 JU1083
 JU1083  VERT ORDER  -  FIRST     CLASS I
 JU1083
 JU1083.The horizontal coordinates were scaled from a topographic map and have
 JU1083.an estimated accuracy of +/- 6 seconds.
 JU1083
 JU1083.The orthometric height was determined by differential leveling
 JU1083.and adjusted in June 1991.
 JU1083.WARNING-Repeat measurements at this control monument indicate possible
 JU1083.vertical movement.
 JU1083
 JU1083.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1083
 JU1083  NGVD 29 (??/??/??)   12.846  (m)           42.15   (f) ADJUSTED    1 1
 JU1083
 JU1083.Superseded values are not recommended for survey control.
 JU1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1083.See file dsdata.txt to determine how the superseded data were derived.
 JU1083
 JU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ453493(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1256 ***********************************************************************
 JU1256  DESIGNATION -  U 14
 JU1256  PID         -  JU1256
 JU1256  STATE/COUNTY-  DE/NEW CASTLE
 JU1256  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU1256
 JU1256                         *CURRENT SURVEY CONTROL
 JU1256  ___________________________________________________________________
 JU1256* NAD 83(1986)-  39 24 17.     (N)    075 37 21.     (W)     SCALED    
 JU1256* NAVD 88     -        11.578  (meters)      37.99   (feet)  ADJUSTED  
 JU1256  ___________________________________________________________________
 JU1256  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU1256  DYNAMIC HT  -          11.572 (meters)      37.97  (feet)  COMP
 JU1256  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 JU1256
 JU1256  VERT ORDER  -  THIRD
 JU1256
 JU1256.The horizontal coordinates were scaled from a topographic map and have
 JU1256.an estimated accuracy of +/- 6 seconds.
 JU1256
 JU1256.The orthometric height was determined by differential leveling
 JU1256.and adjusted in June 1991.
 JU1256
 JU1256.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1256
 JU1256  NGVD 29 (??/??/??)   11.804  (m)           38.73   (f) ADJUSTED    3 0
 JU1256
 JU1256.Superseded values are not recommended for survey control.
 JU1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1256.See file dsdata.txt to determine how the superseded data were derived.
 JU1256
 JU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ464618(NAD 83)
 JU1256_MARKER: DB = BENCH MARK DISK
 JU1256_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1256+WITH SETTING: INTO GROUND
 JU1256_STAMPING: U 14 1946
 JU1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1256+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0059 ***********************************************************************
 HU0059  DESIGNATION -  U 2
 HU0059  PID         -  HU0059
 HU0059  STATE/COUNTY-  DE/SUSSEX
 HU0059  USGS QUAD   -  ELLENDALE (1992)
 HU0059
 HU0059                         *CURRENT SURVEY CONTROL
 HU0059  ___________________________________________________________________
 HU0059* NAD 83(1986)-  38 48 26.     (N)    075 25 22.     (W)     SCALED    
 HU0059* NAVD 88     -        15.382  (meters)      50.47   (feet)  ADJUSTED  
 HU0059  ___________________________________________________________________
 HU0059  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU0059  DYNAMIC HT  -          15.372 (meters)      50.43  (feet)  COMP
 HU0059  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HU0059
 HU0059  VERT ORDER  -  FIRST     CLASS I
 HU0059
 HU0059.The horizontal coordinates were scaled from a topographic map and have
 HU0059.an estimated accuracy of +/- 6 seconds.
 HU0059
 HU0059.The orthometric height was determined by differential leveling
 HU0059.and adjusted in June 1991.
 HU0059
 HU0059.The geoid height was determined by GEOID03.
 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       -    89,610.      199,470.      MT  (+/- 180 meters Scaled)
 HU0059
 HU0059                          SUPERSEDED SURVEY CONTROL
 HU0059
 HU0059  NGVD 29 (??/??/??)   15.623  (m)           51.26   (f) ADJUSTED    1 1
 HU0059
 HU0059.Superseded values are not recommended for survey control.
 HU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0059.See file dsdata.txt to determine how the superseded data were derived.
 HU0059
 HU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632954(NAD 83)
 HU0059_MARKER: DB = BENCH MARK DISK
 HU0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0059_SP_SET: 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 - July 15, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1480 ***********************************************************************
 JU1480  DESIGNATION -  U 21
 JU1480  PID         -  JU1480
 JU1480  STATE/COUNTY-  DE/NEW CASTLE
 JU1480  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1480
 JU1480                         *CURRENT SURVEY CONTROL
 JU1480  ___________________________________________________________________
 JU1480* NAD 83(1986)-  39 44 38.     (N)    075 30 32.     (W)     SCALED    
 JU1480* NAVD 88     -         2.652  (meters)       8.70   (feet)  POSTED    
 JU1480  ___________________________________________________________________
 JU1480  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1480  DYNAMIC HT  -           2.650 (meters)       8.69  (feet)  COMP
 JU1480  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 JU1480
 JU1480  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU1480
 JU1480.The horizontal coordinates were scaled from a topographic map and have
 JU1480.an estimated accuracy of +/- 6 seconds.
 JU1480
 JU1480.The orthometric height was determined by differential leveling
 JU1480.and adjusted by the  in 1992.
 JU1480.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU1480.rate of 2.1 thru 3.0 mm/km.
 JU1480
 JU1480.The geoid height was determined by GEOID03.
 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       -   193,600.      192,100.      MT  (+/- 180 meters Scaled)
 JU1480
 JU1480                          SUPERSEDED SURVEY CONTROL
 JU1480
 JU1480  NGVD 29 (??/??/??)    3.008  (m)            9.87   (f) ADJUSTED    2 0
 JU1480
 JU1480.Superseded values are not recommended for survey control.
 JU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1480.See file dsdata.txt to determine how the superseded data were derived.
 JU1480
 JU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ563994(NAD 83)
 JU1480_MARKER: DB = BENCH MARK DISK
 JU1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1480_SP_SET: CONC MANHOLE
 JU1480_STAMPING: U 21 1959
 JU1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1480+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1661 ***********************************************************************
 JU1661  DESIGNATION -  U 22
 JU1661  PID         -  JU1661
 JU1661  STATE/COUNTY-  DE/NEW CASTLE
 JU1661  USGS QUAD   -  NEWARK WEST (1992)
 JU1661
 JU1661                         *CURRENT SURVEY CONTROL
 JU1661  ___________________________________________________________________
 JU1661* NAD 83(1986)-  39 39 06.     (N)    075 45 35.     (W)     SCALED    
 JU1661* NAVD 88     -        54.440  (meters)     178.61   (feet)  ADJUSTED  
 JU1661  ___________________________________________________________________
 JU1661  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1661  DYNAMIC HT  -          54.414 (meters)     178.52  (feet)  COMP
 JU1661  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 JU1661
 JU1661  VERT ORDER  -  SECOND    CLASS 0
 JU1661
 JU1661.The horizontal coordinates were scaled from a topographic map and have
 JU1661.an estimated accuracy of +/- 6 seconds.
 JU1661
 JU1661.The orthometric height was determined by differential leveling
 JU1661.and adjusted in June 1991.
 JU1661
 JU1661.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1661
 JU1661  NGVD 29 (??/??/??)   54.777  (m)          179.71   (f) ADJUSTED    2 0
 JU1661
 JU1661.Superseded values are not recommended for survey control.
 JU1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1661.See file dsdata.txt to determine how the superseded data were derived.
 JU1661
 JU1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ348893(NAD 83)
 JU1661_MARKER: DB = BENCH MARK DISK
 JU1661_SETTING: 80 = SET IN A BOULDER
 JU1661_SP_SET: BOULDER
 JU1661_STAMPING: U 22 1959
 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 = MARCH  2, 2009
 JU2490 ***********************************************************************
 JU2490  DESIGNATION -  U 22 RESET 1977
 JU2490  PID         -  JU2490
 JU2490  STATE/COUNTY-  DE/NEW CASTLE
 JU2490  USGS QUAD   -  NEWARK WEST (1992)
 JU2490
 JU2490                         *CURRENT SURVEY CONTROL
 JU2490  ___________________________________________________________________
 JU2490* NAD 83(1986)-  39 39 06.     (N)    075 45 35.     (W)     SCALED    
 JU2490* NAVD 88     -        55.78   (+/-2cm)     183.0    (feet)  VERTCON   
 JU2490  ___________________________________________________________________
 JU2490  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2490  VERT ORDER  -  THIRD (See Below)
 JU2490
 JU2490.The horizontal coordinates were scaled from a topographic map and have
 JU2490.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JU2490
 JU2490.The geoid height was determined by GEOID03.
 JU2490
 JU2490;                    North         East    Units  Estimated Accuracy
 JU2490;SPC DE       -   183,410.      170,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2490.See file dsdata.txt to determine how the superseded data were derived.
 JU2490
 JU2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ348893(NAD 83)
 JU2490_MARKER: DB = BENCH MARK DISK
 JU2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2490_STAMPING: U 22 RESET 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0097 ***********************************************************************
 HU0097  DESIGNATION -  U 27 RESET 1971 DEDHT
 HU0097  PID         -  HU0097
 HU0097  STATE/COUNTY-  DE/SUSSEX
 HU0097  USGS QUAD   -  BETHANY BEACH (1991)
 HU0097
 HU0097                         *CURRENT SURVEY CONTROL
 HU0097  ___________________________________________________________________
 HU0097* NAD 83(1986)-  38 30 46.     (N)    075 03 16.     (W)     SCALED    
 HU0097* NAVD 88     -         1.22   (meters)       4.0    (feet)  RESET     
 HU0097  ___________________________________________________________________
 HU0097  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU0097  VERT ORDER  -  THIRD
 HU0097
 HU0097.The horizontal coordinates were scaled from a topographic map and have
 HU0097.an estimated accuracy of +/- 6 seconds.
 HU0097
 HU0097.The orthometric height was computed from unverified reset data.
 HU0097.No vertical observational check was made to the station.
 HU0097
 HU0097.The geoid height was determined by GEOID03.
 HU0097
 HU0097;                    North         East    Units  Estimated Accuracy
 HU0097;SPC DE       -    56,980.      231,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0097.See file dsdata.txt to determine how the superseded data were derived.
 HU0097
 HU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH952627(NAD 83)
 HU0097_MARKER: DB = BENCH MARK DISK
 HU0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0097_SP_SET: CONCRETE TILE
 HU0097_STAMPING: U 27 1962  RESET 1971
 HU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0097+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0148 ***********************************************************************
 HU0148  DESIGNATION -  U 28
 HU0148  PID         -  HU0148
 HU0148  STATE/COUNTY-  DE/SUSSEX
 HU0148  USGS QUAD   -  FRANKFORD (1991)
 HU0148
 HU0148                         *CURRENT SURVEY CONTROL
 HU0148  ___________________________________________________________________
 HU0148* NAD 83(1986)-  38 33 03.     (N)    075 13 34.     (W)     SCALED    
 HU0148* NAVD 88     -         6.497  (meters)      21.32   (feet)  ADJUSTED  
 HU0148  ___________________________________________________________________
 HU0148  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0148  DYNAMIC HT  -           6.493 (meters)      21.30  (feet)  COMP
 HU0148  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 HU0148
 HU0148  VERT ORDER  -  SECOND    CLASS 0
 HU0148
 HU0148.The horizontal coordinates were scaled from a topographic map and have
 HU0148.an estimated accuracy of +/- 6 seconds.
 HU0148
 HU0148.The orthometric height was determined by differential leveling
 HU0148.and adjusted in June 1991.
 HU0148
 HU0148.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0148
 HU0148  NGVD 29 (??/??/??)    6.737  (m)           22.10   (f) ADJUSTED    2 0
 HU0148
 HU0148.Superseded values are not recommended for survey control.
 HU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0148.See file dsdata.txt to determine how the superseded data were derived.
 HU0148
 HU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH802669(NAD 83)
 HU0148_MARKER: DB = BENCH MARK DISK
 HU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0148_STAMPING: U 28 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0063 ***********************************************************************
 HU0063  DESIGNATION -  U 29
 HU0063  PID         -  HU0063
 HU0063  STATE/COUNTY-  DE/SUSSEX
 HU0063  USGS QUAD   -  ELLENDALE (1992)
 HU0063
 HU0063                         *CURRENT SURVEY CONTROL
 HU0063  ___________________________________________________________________
 HU0063* NAD 83(1986)-  38 47 30.     (N)    075 22 34.     (W)     SCALED    
 HU0063* NAVD 88     -        13.725  (meters)      45.03   (feet)  ADJUSTED  
 HU0063  ___________________________________________________________________
 HU0063  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 HU0063  DYNAMIC HT  -          13.717 (meters)      45.00  (feet)  COMP
 HU0063  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 HU0063
 HU0063  VERT ORDER  -  FIRST     CLASS II
 HU0063
 HU0063.The horizontal coordinates were scaled from a topographic map and have
 HU0063.an estimated accuracy of +/- 6 seconds.
 HU0063
 HU0063.The orthometric height was determined by differential leveling
 HU0063.and adjusted in June 1991.
 HU0063
 HU0063.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0063
 HU0063  NGVD 29 (??/??/??)   13.969  (m)           45.83   (f) ADJUSTED    1 2
 HU0063
 HU0063.Superseded values are not recommended for survey control.
 HU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0063.See file dsdata.txt to determine how the superseded data were derived.
 HU0063
 HU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH673937(NAD 83)
 HU0063_MARKER: DB = BENCH MARK DISK
 HU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0063_STAMPING: U 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1219 ***********************************************************************
 HU1219  DESIGNATION -  U 29 RESET 1976
 HU1219  PID         -  HU1219
 HU1219  STATE/COUNTY-  DE/SUSSEX
 HU1219  USGS QUAD   -  ELLENDALE (1992)
 HU1219
 HU1219                         *CURRENT SURVEY CONTROL
 HU1219  ___________________________________________________________________
 HU1219* NAD 83(1986)-  38 47 30.     (N)    075 22 34.     (W)     SCALED    
 HU1219* NAVD 88     -        13.73   (+/-2cm)      45.0    (feet)  VERTCON   
 HU1219  ___________________________________________________________________
 HU1219  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 HU1219  VERT ORDER  -  THIRD (See Below)
 HU1219
 HU1219.The horizontal coordinates were scaled from a topographic map and have
 HU1219.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1219
 HU1219.The geoid height was determined by GEOID03.
 HU1219
 HU1219;                    North         East    Units  Estimated Accuracy
 HU1219;SPC DE       -    87,880.      203,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1219.See file dsdata.txt to determine how the superseded data were derived.
 HU1219
 HU1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH673937(NAD 83)
 HU1219_MARKER: DB = BENCH MARK DISK
 HU1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU1219_SP_SET: CONCRETE MONUMENT
 HU1219_STAMPING: U 29 RESET 1976
 HU1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1405 ***********************************************************************
 JU1405  DESIGNATION -  U 3
 JU1405  PID         -  JU1405
 JU1405  STATE/COUNTY-  DE/NEW CASTLE
 JU1405  USGS QUAD   -  NEWARK EAST (1993)
 JU1405
 JU1405                         *CURRENT SURVEY CONTROL
 JU1405  ___________________________________________________________________
 JU1405* NAD 83(1986)-  39 41 11.     (N)    075 44 47.     (W)     SCALED    
 JU1405* NAVD 88     -        39.308  (meters)     128.96   (feet)  ADJUSTED  
 JU1405  ___________________________________________________________________
 JU1405  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1405  DYNAMIC HT  -          39.290 (meters)     128.90  (feet)  COMP
 JU1405  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 JU1405
 JU1405  VERT ORDER  -  FIRST     CLASS II
 JU1405
 JU1405.The horizontal coordinates were scaled from a topographic map and have
 JU1405.an estimated accuracy of +/- 6 seconds.
 JU1405
 JU1405.The orthometric height was determined by differential leveling
 JU1405.and adjusted in June 1991.
 JU1405
 JU1405.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1405;SPC DE       -   187,260.      171,720.      MT  (+/- 180 meters Scaled)
 JU1405
 JU1405                          SUPERSEDED SURVEY CONTROL
 JU1405
 JU1405  NGVD 29 (??/??/??)   39.655  (m)          130.10   (f) ADJUSTED    1 2
 JU1405
 JU1405.Superseded values are not recommended for survey control.
 JU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1405.See file dsdata.txt to determine how the superseded data were derived.
 JU1405
 JU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ359932(NAD 83)
 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 NOT SUITABLE FOR
 JU1405+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0189 ***********************************************************************
 HU0189  DESIGNATION -  U 30
 HU0189  PID         -  HU0189
 HU0189  STATE/COUNTY-  DE/SUSSEX
 HU0189  USGS QUAD   -  MILTON (1992)
 HU0189
 HU0189                         *CURRENT SURVEY CONTROL
 HU0189  ___________________________________________________________________
 HU0189* NAD 83(1986)-  38 51 36.     (N)    075 19 49.     (W)     SCALED    
 HU0189* NAVD 88     -         5.733  (meters)      18.81   (feet)  ADJUSTED  
 HU0189  ___________________________________________________________________
 HU0189  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU0189  DYNAMIC HT  -           5.730 (meters)      18.80  (feet)  COMP
 HU0189  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 HU0189
 HU0189  VERT ORDER  -  SECOND    CLASS 0
 HU0189
 HU0189.The horizontal coordinates were scaled from a topographic map and have
 HU0189.an estimated accuracy of +/- 6 seconds.
 HU0189
 HU0189.The orthometric height was determined by differential leveling
 HU0189.and adjusted in June 1991.
 HU0189
 HU0189.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0189
 HU0189  NGVD 29 (??/??/??)    5.973  (m)           19.60   (f) ADJUSTED    2 0
 HU0189
 HU0189.Superseded values are not recommended for survey control.
 HU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0189.See file dsdata.txt to determine how the superseded data were derived.
 HU0189
 HU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ713012(NAD 83)
 HU0189_MARKER: DB = BENCH MARK DISK
 HU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0189_STAMPING: U 30 1962
 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 = MARCH  2, 2009
 JU1081 ***********************************************************************
 JU1081  DESIGNATION -  U 34
 JU1081  PID         -  JU1081
 JU1081  STATE/COUNTY-  DE/NEW CASTLE
 JU1081  USGS QUAD   -  CLAYTON (1993)
 JU1081
 JU1081                         *CURRENT SURVEY CONTROL
 JU1081  ___________________________________________________________________
 JU1081* NAD 83(1986)-  39 18 21.     (N)    075 38 30.     (W)     SCALED    
 JU1081* NAVD 88     -        12.172  (meters)      39.93   (feet)  ADJUSTED  
 JU1081  ___________________________________________________________________
 JU1081  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU1081  DYNAMIC HT  -          12.166 (meters)      39.91  (feet)  COMP
 JU1081  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 JU1081
 JU1081  VERT ORDER  -  FIRST     CLASS I
 JU1081
 JU1081.The horizontal coordinates were scaled from a topographic map and have
 JU1081.an estimated accuracy of +/- 6 seconds.
 JU1081
 JU1081.The orthometric height was determined by differential leveling
 JU1081.and adjusted in June 1991.
 JU1081
 JU1081.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1081
 JU1081  NGVD 29 (??/??/??)   12.411  (m)           40.72   (f) ADJUSTED    1 1
 JU1081
 JU1081.Superseded values are not recommended for survey control.
 JU1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1081.See file dsdata.txt to determine how the superseded data were derived.
 JU1081
 JU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ446509(NAD 83)
 JU1081_MARKER: DB = BENCH MARK DISK
 JU1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1081_STAMPING: U 34 1963
 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 = MARCH  2, 2009
 HU0032 ***********************************************************************
 HU0032  DESIGNATION -  U 35
 HU0032  PID         -  HU0032
 HU0032  STATE/COUNTY-  DE/KENT
 HU0032  USGS QUAD   -  MILFORD (1993)
 HU0032
 HU0032                         *CURRENT SURVEY CONTROL
 HU0032  ___________________________________________________________________
 HU0032* NAD 83(1986)-  38 54 54.     (N)    075 26 37.     (W)     SCALED    
 HU0032* NAVD 88     -         7.818  (meters)      25.65   (feet)  ADJUSTED  
 HU0032  ___________________________________________________________________
 HU0032  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 HU0032  DYNAMIC HT  -           7.813 (meters)      25.63  (feet)  COMP
 HU0032  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 HU0032
 HU0032  VERT ORDER  -  FIRST     CLASS I
 HU0032
 HU0032.The horizontal coordinates were scaled from a topographic map and have
 HU0032.an estimated accuracy of +/- 6 seconds.
 HU0032
 HU0032.The orthometric height was determined by differential leveling
 HU0032.and adjusted in June 1991.
 HU0032
 HU0032.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0032
 HU0032  NGVD 29 (??/??/??)    8.063  (m)           26.45   (f) ADJUSTED    1 1
 HU0032
 HU0032.Superseded values are not recommended for survey control.
 HU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0032.See file dsdata.txt to determine how the superseded data were derived.
 HU0032
 HU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ615074(NAD 83)
 HU0032_MARKER: DB = BENCH MARK DISK
 HU0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0032_SP_SET: CATCH BASIN
 HU0032_STAMPING: U 35 1963
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1134 ***********************************************************************
 JU1134  DESIGNATION -  U 36
 JU1134  PID         -  JU1134
 JU1134  STATE/COUNTY-  DE/KENT
 JU1134  USGS QUAD   -  DOVER (1993)
 JU1134
 JU1134                         *CURRENT SURVEY CONTROL
 JU1134  ___________________________________________________________________
 JU1134* NAD 83(1986)-  39 10 00.     (N)    075 30 07.     (W)     SCALED    
 JU1134* NAVD 88     -         7.222  (meters)      23.69   (feet)  ADJUSTED  
 JU1134  ___________________________________________________________________
 JU1134  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU1134  DYNAMIC HT  -           7.218 (meters)      23.68  (feet)  COMP
 JU1134  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 JU1134
 JU1134  VERT ORDER  -  FIRST     CLASS I
 JU1134
 JU1134.The horizontal coordinates were scaled from a topographic map and have
 JU1134.an estimated accuracy of +/- 6 seconds.
 JU1134
 JU1134.The orthometric height was determined by differential leveling
 JU1134.and adjusted in June 1991.
 JU1134
 JU1134.The geoid height was determined by GEOID03.
 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       -   129,510.      192,630.      MT  (+/- 180 meters Scaled)
 JU1134
 JU1134                          SUPERSEDED SURVEY CONTROL
 JU1134
 JU1134  NGVD 29 (??/??/??)    7.460  (m)           24.48   (f) ADJUSTED    1 1
 JU1134
 JU1134.Superseded values are not recommended for survey control.
 JU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1134.See file dsdata.txt to determine how the superseded data were derived.
 JU1134
 JU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ566353(NAD 83)
 JU1134_MARKER: DB = BENCH MARK DISK
 JU1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1134_STAMPING: U 36 1963
 JU1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1134+STABILITY: SURFACE MOTION
 JU1134
 JU1134  HISTORY     - Date     Condition        Report By
 JU1134  HISTORY     - 1963     MONUMENTED       CGS
 JU1134  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1039 ***********************************************************************
 JU1039  DESIGNATION -  U 37
 JU1039  PID         -  JU1039
 JU1039  STATE/COUNTY-  DE/KENT
 JU1039  USGS QUAD   -  FREDERICA (1993)
 JU1039
 JU1039                         *CURRENT SURVEY CONTROL
 JU1039  ___________________________________________________________________
 JU1039* NAD 83(1986)-  39 04 18.     (N)    075 28 35.     (W)     SCALED    
 JU1039* NAVD 88     -         7.548  (meters)      24.76   (feet)  ADJUSTED  
 JU1039  ___________________________________________________________________
 JU1039  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 JU1039  DYNAMIC HT  -           7.544 (meters)      24.75  (feet)  COMP
 JU1039  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 JU1039
 JU1039  VERT ORDER  -  FIRST     CLASS I
 JU1039
 JU1039.The horizontal coordinates were scaled from a topographic map and have
 JU1039.an estimated accuracy of +/- 6 seconds.
 JU1039
 JU1039.The orthometric height was determined by differential leveling
 JU1039.and adjusted in June 1991.
 JU1039
 JU1039.The geoid height was determined by GEOID03.
 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       -   118,960.      194,830.      MT  (+/- 180 meters Scaled)
 JU1039
 JU1039                          SUPERSEDED SURVEY CONTROL
 JU1039
 JU1039  NGVD 29 (??/??/??)    7.786  (m)           25.54   (f) ADJUSTED    1 1
 JU1039
 JU1039.Superseded values are not recommended for survey control.
 JU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1039.See file dsdata.txt to determine how the superseded data were derived.
 JU1039
 JU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ587248(NAD 83)
 JU1039_MARKER: DB = BENCH MARK DISK
 JU1039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1039_SP_SET: 80 FEET
 JU1039_STAMPING: U 37 1963
 JU1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1039+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1826 ***********************************************************************
 JU1826  DESIGNATION -  U 38
 JU1826  PID         -  JU1826
 JU1826  STATE/COUNTY-  DE/NEW CASTLE
 JU1826  USGS QUAD   -  ELKTON (1992)
 JU1826
 JU1826                         *CURRENT SURVEY CONTROL
 JU1826  ___________________________________________________________________
 JU1826* NAD 83(1986)-  39 32 45.     (N)    075 45 21.     (W)     SCALED    
 JU1826* NAVD 88     -        18.252  (meters)      59.88   (feet)  ADJUSTED  
 JU1826  ___________________________________________________________________
 JU1826  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU1826  DYNAMIC HT  -          18.243 (meters)      59.85  (feet)  COMP
 JU1826  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 JU1826
 JU1826  VERT ORDER  -  FIRST     CLASS I
 JU1826
 JU1826.The horizontal coordinates were scaled from a topographic map and have
 JU1826.an estimated accuracy of +/- 6 seconds.
 JU1826
 JU1826.The orthometric height was determined by differential leveling
 JU1826.and adjusted in June 1991.
 JU1826
 JU1826.The geoid height was determined by GEOID03.
 JU1826
 JU1826.The dynamic height is computed by dividing the NAVD 88
 JU1826.geopotential number by the normal gravity value computed on the
 JU1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1826.degrees latitude (g = 980.6199 gals.).
 JU1826
 JU1826.The modeled gravity was interpolated from observed gravity values.
 JU1826
 JU1826;                    North         East    Units  Estimated Accuracy
 JU1826;SPC DE       -   171,660.      170,850.      MT  (+/- 180 meters Scaled)
 JU1826
 JU1826                          SUPERSEDED SURVEY CONTROL
 JU1826
 JU1826  NGVD 29 (??/??/??)   18.490  (m)           60.66   (f) ADJUSTED    1 1
 JU1826
 JU1826.Superseded values are not recommended for survey control.
 JU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1826.See file dsdata.txt to determine how the superseded data were derived.
 JU1826
 JU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ350776(NAD 83)
 JU1826_MARKER: DB = BENCH MARK DISK
 JU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1826_STAMPING: U 38 1963
 JU1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1826+STABILITY: SURFACE MOTION
 JU1826
 JU1826  HISTORY     - Date     Condition        Report By
 JU1826  HISTORY     - 1963     MONUMENTED       CGS
 JU1826  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1826  HISTORY     - 1982     POOR             USPSQD
 JU1826
 JU1826                          STATION DESCRIPTION
 JU1826
 JU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1826'1 MI W FROM SUMMIT BRIDGE.
 JU1826'0.95 MILE WEST ALONG STATE HIGHWAY 285 FROM THE UNDERPASS OF STATE
 JU1826'HIGHWAY 71 AT SUMMIT BRIDGE, AT THE JUNCTION OF A BLACK TOP ROAD
 JU1826'LEADING NORTH, 121 FEET SOUTHWEST OF CENTER OF THE JUNCTION, 147
 JU1826'FEET EAST-SOUTHEAST OF CENTER OF THE JUNCTION OF A GRAVEL ROAD
 JU1826'LEADING SOUTH, 33 FEET SOUTH OF CENTERLINE OF HIGHWAY, 81 FEET
 JU1826'SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE KA220, 1.5 FEET
 JU1826'EAST OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF HIGHWAY, AND
 JU1826'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1826
 JU1826                          STATION RECOVERY (1981)
 JU1826
 JU1826'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1826'MARK NOT FOUND.
 JU1826
 JU1826                          STATION RECOVERY (1982)
 JU1826
 JU1826'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1826'CONCRETE POST, 12 INCH DIAMETER BY 20 INCHES HIGH, SLIGHTLY TILTED
 JU1826'AND NOT SETTING FIRMLY. NO TELEGRAPH POLE OR WITNESS POST. ABOUT 40
 JU1826'FEET NORTH OF 20 INCH DIAMETER TREE ON DELAWARE CHEAPKEAKE CANAL
 JU1826'FILL. GRAVEL ROAD LEADING SOUTH IF FENCED OFF AND ESSENTIALLY
 JU1826'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1790 ***********************************************************************
 JU1790  DESIGNATION -  U 39
 JU1790  PID         -  JU1790
 JU1790  STATE/COUNTY-  DE/NEW CASTLE
 JU1790  USGS QUAD   -  DELAWARE CITY (1993)
 JU1790
 JU1790                         *CURRENT SURVEY CONTROL
 JU1790  ___________________________________________________________________
 JU1790* NAD 83(1986)-  39 34 22.     (N)    075 35 39.     (W)     SCALED    
 JU1790* NAVD 88     -         3.822  (meters)      12.54   (feet)  ADJUSTED  
 JU1790  ___________________________________________________________________
 JU1790  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU1790  DYNAMIC HT  -           3.821 (meters)      12.54  (feet)  COMP
 JU1790  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 JU1790
 JU1790  VERT ORDER  -  FIRST     CLASS I
 JU1790
 JU1790.The horizontal coordinates were scaled from a topographic map and have
 JU1790.an estimated accuracy of +/- 6 seconds.
 JU1790
 JU1790.The orthometric height was determined by differential leveling
 JU1790.and adjusted in June 1991.
 JU1790
 JU1790.The geoid height was determined by GEOID03.
 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       -   174,610.      184,750.      MT  (+/- 180 meters Scaled)
 JU1790
 JU1790                          SUPERSEDED SURVEY CONTROL
 JU1790
 JU1790  NGVD 29 (01/10/92)    4.064  (m)           13.33   (f) ADJUSTED    1 1
 JU1790
 JU1790.Superseded values are not recommended for survey control.
 JU1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1790.See file dsdata.txt to determine how the superseded data were derived.
 JU1790
 JU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ489805(NAD 83)
 JU1790_MARKER: DB = BENCH MARK DISK
 JU1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1790_SP_SET: 64 FEET
 JU1790_STAMPING: U 39 1963
 JU1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.  HANDHELD COORDINATES ARE N39-34-22.98
 JU1790'W075-35-40.44.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0152 ***********************************************************************
 HU0152  DESIGNATION -  U 4
 HU0152  PID         -  HU0152
 HU0152  STATE/COUNTY-  DE/SUSSEX
 HU0152  USGS QUAD   -  FRANKFORD (1991)
 HU0152
 HU0152                         *CURRENT SURVEY CONTROL
 HU0152  ___________________________________________________________________
 HU0152* NAD 83(1986)-  38 30 59.     (N)    075 14 08.     (W)     SCALED    
 HU0152* NAVD 88     -        11.304  (meters)      37.09   (feet)  ADJUSTED  
 HU0152  ___________________________________________________________________
 HU0152  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 HU0152  DYNAMIC HT  -          11.297 (meters)      37.06  (feet)  COMP
 HU0152  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HU0152
 HU0152  VERT ORDER  -  SECOND    CLASS 0
 HU0152
 HU0152.The horizontal coordinates were scaled from a topographic map and have
 HU0152.an estimated accuracy of +/- 6 seconds.
 HU0152
 HU0152.The orthometric height was determined by differential leveling
 HU0152.and adjusted in June 1991.
 HU0152
 HU0152.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0152
 HU0152  NGVD 29 (??/??/??)   11.545  (m)           37.88   (f) ADJUSTED    2 0
 HU0152
 HU0152.Superseded values are not recommended for survey control.
 HU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0152.See file dsdata.txt to determine how the superseded data were derived.
 HU0152
 HU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH794631(NAD 83)
 HU0152_MARKER: DB = BENCH MARK DISK
 HU0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0152_STAMPING: U 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2194 ***********************************************************************
 JU2194  DESIGNATION -  U 41
 JU2194  PID         -  JU2194
 JU2194  STATE/COUNTY-  DE/NEW CASTLE
 JU2194  USGS QUAD   -  SAINT GEORGES (1993)
 JU2194
 JU2194                         *CURRENT SURVEY CONTROL
 JU2194  ___________________________________________________________________
 JU2194* NAD 83(1986)-  39 36 02.     (N)    075 41 27.     (W)     SCALED    
 JU2194* NAVD 88     -        20.009  (meters)      65.65   (feet)  ADJUSTED  
 JU2194  ___________________________________________________________________
 JU2194  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU2194  DYNAMIC HT  -          19.999 (meters)      65.61  (feet)  COMP
 JU2194  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 JU2194
 JU2194  VERT ORDER  -  FIRST     CLASS II
 JU2194
 JU2194.The horizontal coordinates were scaled from a topographic map and have
 JU2194.an estimated accuracy of +/- 6 seconds.
 JU2194
 JU2194.The orthometric height was determined by differential leveling
 JU2194.and adjusted in June 1991.
 JU2194
 JU2194.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU2194
 JU2194.No superseded survey control is available for this station.
 JU2194
 JU2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406836(NAD 83)
 JU2194_MARKER: I = METAL ROD
 JU2194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2194_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2194_STAMPING: U 41 1979
 JU2194_PROJECTION: FLUSH
 JU2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2194+STABILITY: 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0222 ***********************************************************************
 HU0222  DESIGNATION -  U 8
 HU0222  PID         -  HU0222
 HU0222  STATE/COUNTY-  DE/SUSSEX
 HU0222  USGS QUAD   -  MILLSBORO (1992)
 HU0222
 HU0222                         *CURRENT SURVEY CONTROL
 HU0222  ___________________________________________________________________
 HU0222* NAD 83(1986)-  38 30 35.     (N)    075 21 31.     (W)     SCALED    
 HU0222* NAVD 88     -        12.241  (meters)      40.16   (feet)  ADJUSTED  
 HU0222  ___________________________________________________________________
 HU0222  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0222  DYNAMIC HT  -          12.234 (meters)      40.14  (feet)  COMP
 HU0222  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 HU0222
 HU0222  VERT ORDER  -  SECOND    CLASS 0
 HU0222
 HU0222.The horizontal coordinates were scaled from a topographic map and have
 HU0222.an estimated accuracy of +/- 6 seconds.
 HU0222
 HU0222.The orthometric height was determined by differential leveling
 HU0222.and adjusted in June 1991.
 HU0222
 HU0222.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0222
 HU0222  NGVD 29 (??/??/??)   12.482  (m)           40.95   (f) ADJUSTED    2 0
 HU0222
 HU0222.Superseded values are not recommended for survey control.
 HU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0222.See file dsdata.txt to determine how the superseded data were derived.
 HU0222
 HU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH687624(NAD 83)
 HU0222_MARKER: DB = BENCH MARK DISK
 HU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0222_STAMPING: U 8 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0966 ***********************************************************************
 HU0966  DESIGNATION -  U 9
 HU0966  PID         -  HU0966
 HU0966  STATE/COUNTY-  DE/SUSSEX
 HU0966  USGS QUAD   -  SEAFORD WEST (1992)
 HU0966
 HU0966                         *CURRENT SURVEY CONTROL
 HU0966  ___________________________________________________________________
 HU0966* NAD 83(1986)-  38 38 14.     (N)    075 41 51.     (W)     SCALED    
 HU0966* NAVD 88     -        13.077  (meters)      42.90   (feet)  ADJUSTED  
 HU0966  ___________________________________________________________________
 HU0966  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0966  DYNAMIC HT  -          13.069 (meters)      42.88  (feet)  COMP
 HU0966  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 HU0966
 HU0966  VERT ORDER  -  SECOND    CLASS 0
 HU0966
 HU0966.The horizontal coordinates were scaled from a topographic map and have
 HU0966.an estimated accuracy of +/- 6 seconds.
 HU0966
 HU0966.The orthometric height was determined by differential leveling
 HU0966.and adjusted in June 1991.
 HU0966
 HU0966.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0966
 HU0966  NGVD 29 (??/??/??)   13.321  (m)           43.70   (f) ADJUSTED    2 0
 HU0966
 HU0966.Superseded values are not recommended for survey control.
 HU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0966.See file dsdata.txt to determine how the superseded data were derived.
 HU0966
 HU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH392767(NAD 83)
 HU0966_MARKER: DB = BENCH MARK DISK
 HU0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0966_STAMPING: U 9 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3442 ***********************************************************************
 JU3442  DESIGNATION -  UNION
 JU3442  PID         -  JU3442
 JU3442  STATE/COUNTY-  DE/KENT
 JU3442  USGS QUAD   -  WYOMING (1993)
 JU3442
 JU3442                         *CURRENT SURVEY CONTROL
 JU3442  ___________________________________________________________________
 JU3442* NAD 83(1991)-  39 00 44.81482(N)    075 30 37.46770(W)     ADJUSTED  
 JU3442* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 JU3442  ___________________________________________________________________
 JU3442  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU3442  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3442
 JU3442.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3442.See file dsdata.txt to determine how the superseded data were derived.
 JU3442
 JU3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5581118282(NAD 83)
 JU3442_MARKER: DS = TRIANGULATION STATION DISK
 JU3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3442_STAMPING: UNION 1932
 JU3442_MARK LOGO: CGS   
 JU3442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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
 JU3442                          STATION DESCRIPTION
 JU3442
 JU3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3442'AT UNION PUBLIC SCHOOL (COLORED) 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AF7890 ***********************************************************************
 AF7890  DESIGNATION -  UNION AZ MK 2
 AF7890  PID         -  AF7890
 AF7890  STATE/COUNTY-  DE/KENT
 AF7890  USGS QUAD   -  WYOMING (1993)
 AF7890
 AF7890                         *CURRENT SURVEY CONTROL
 AF7890  ___________________________________________________________________
 AF7890* NAD 83(1991)-  39 00 55.87560(N)    075 30 47.42401(W)     ADJUSTED  
 AF7890* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AF7890  ___________________________________________________________________
 AF7890  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AF7890  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7890
 AF7890.The geoid height was determined by GEOID03.
 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  =   0.99962777
 AF7890
 AF7890                          SUPERSEDED SURVEY CONTROL
 AF7890
 AF7890.No superseded survey control is available for this station.
 AF7890
 AF7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5557318624(NAD 83)
 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
 AF7890  HISTORY     - Date     Condition        Report By
 AF7890  HISTORY     - 1982     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK4426 ***********************************************************************
 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  USGS QUAD   -  NEWARK EAST (1993)
 DK4426
 DK4426                         *CURRENT SURVEY CONTROL
 DK4426  ___________________________________________________________________
 DK4426* NAD 83(CORS)-  39 40 36.24991(N)    075 44 34.82919(W)     ADJUSTED  
 DK4426* NAVD 88     -              **(meters)            **(feet)            
 DK4426  ___________________________________________________________________
 DK4426  EPOCH DATE  -        2002.00
 DK4426  X           -   1,210,598.676 (meters)                     COMP
 DK4426  Y           -  -4,764,306.706 (meters)                     COMP
 DK4426  Z           -   4,050,429.584 (meters)                     COMP
 DK4426  ELLIP HEIGHT-           6.562 (meters)          (06/??/08) ADJUSTED
 DK4426  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DK4426  HORZ ORDER  -  SPECIAL (CORS)
 DK4426  ELLP ORDER  -  SPECIAL (CORS)
 DK4426
 DK4426.ITRF positions are available for this station.
 DK4426.The coordinates were established by GPS observations
 DK4426.and adjusted by the National Geodetic Survey in June 2008.
 DK4426.The coordinates are valid at the epoch date displayed above.
 DK4426.The epoch date for horizontal control is a decimal equivalence
 DK4426.of Year/Month/Day.
 DK4426
 DK4426
 DK4426.The PID for the CORS L1 Phase Center is DK4427.
 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 geoid height was determined by GEOID03.
 DK4426
 DK4426;                    North         East     Units Scale Factor Converg.
 DK4426;SPC DE       -   186,188.502   172,001.592   MT  1.00000465   -0 12 30.1
 DK4426;SPC DE       -   610,853.44    564,308.56   sFT  1.00000465   -0 12 30.1
 DK4426
 DK4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4426!SPC DE       -   0.99999897  x   1.00000465  =   1.00000362
 DK4426
 DK4426                          SUPERSEDED SURVEY CONTROL
 DK4426
 DK4426.No superseded survey control is available for this station.
 DK4426
 DK4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3627992143(NAD 83)
 DK4426_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4426
 DK4426                          STATION DESCRIPTION
 DK4426
 DK4426'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK4426'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK4426'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK4426'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK4426'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK4426'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DK4427 ***********************************************************************
 DK4427  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4427  DESIGNATION -  UNIV OF DELAWARE CORS L1 PHASE CENTER
 DK4427  CORS_ID     -  DENE
 DK4427  PID         -  DK4427
 DK4427  STATE/COUNTY-  DE/NEW CASTLE
 DK4427  USGS QUAD   -  NEWARK EAST (1993)
 DK4427
 DK4427                         *CURRENT SURVEY CONTROL
 DK4427  ___________________________________________________________________
 DK4427* NAD 83(CORS)-  39 40 36.24996(N)    075 44 34.82907(W)     ADJUSTED  
 DK4427* NAVD 88     -              **(meters)            **(feet)            
 DK4427  ___________________________________________________________________
 DK4427  EPOCH DATE  -        2002.00
 DK4427  X           -   1,210,598.698 (meters)                     COMP
 DK4427  Y           -  -4,764,306.782 (meters)                     COMP
 DK4427  Z           -   4,050,429.652 (meters)                     COMP
 DK4427  ELLIP HEIGHT-           6.666 (meters)          (06/??/08) ADJUSTED
 DK4427  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DK4427  HORZ ORDER  -  SPECIAL (CORS)
 DK4427  ELLP ORDER  -  SPECIAL (CORS)
 DK4427
 DK4427.ITRF positions are available for this station.
 DK4427.The coordinates were established by GPS observations
 DK4427.and adjusted by the National Geodetic Survey in June 2008.
 DK4427.The coordinates are valid at the epoch date displayed above.
 DK4427.The epoch date for horizontal control is a decimal equivalence
 DK4427.of Year/Month/Day.
 DK4427
 DK4427
 DK4427.The PID for the CORS ARP is DK4426.
 DK4427
 DK4427.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4427
 DK4427.The ellipsoidal height was determined by GPS observations
 DK4427.and is referenced to NAD 83.
 DK4427
 DK4427.The geoid height was determined by GEOID03.
 DK4427
 DK4427;                    North         East     Units Scale Factor Converg.
 DK4427;SPC DE       -   186,188.504   172,001.595   MT  1.00000465   -0 12 30.1
 DK4427;SPC DE       -   610,853.45    564,308.57   sFT  1.00000465   -0 12 30.1
 DK4427
 DK4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4427!SPC DE       -   0.99999895  x   1.00000465  =   1.00000360
 DK4427
 DK4427                          SUPERSEDED SURVEY CONTROL
 DK4427
 DK4427.No superseded survey control is available for this station.
 DK4427
 DK4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3627992143(NAD 83)
 DK4427_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK4427
 DK4427                          STATION DESCRIPTION
 DK4427
 DK4427'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK4427'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK4427'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK4427'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK4427'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK4427'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1346 ***********************************************************************
 JU1346  DESIGNATION -  V 1
 JU1346  PID         -  JU1346
 JU1346  STATE/COUNTY-  DE/KENT
 JU1346  USGS QUAD   -  SMYRNA (1993)
 JU1346
 JU1346                         *CURRENT SURVEY CONTROL
 JU1346  ___________________________________________________________________
 JU1346* NAD 83(1986)-  39 18 03.     (N)    075 36 24.     (W)     SCALED    
 JU1346* NAVD 88     -        10.525  (meters)      34.53   (feet)  ADJUSTED  
 JU1346  ___________________________________________________________________
 JU1346  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU1346  DYNAMIC HT  -          10.520 (meters)      34.51  (feet)  COMP
 JU1346  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JU1346
 JU1346  VERT ORDER  -  FIRST     CLASS I
 JU1346
 JU1346.The horizontal coordinates were scaled from a topographic map and have
 JU1346.an estimated accuracy of +/- 6 seconds.
 JU1346
 JU1346.The orthometric height was determined by differential leveling
 JU1346.and adjusted in June 1991.
 JU1346
 JU1346.The geoid height was determined by GEOID03.
 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       -   144,420.      183,610.      MT  (+/- 180 meters Scaled)
 JU1346
 JU1346                          SUPERSEDED SURVEY CONTROL
 JU1346
 JU1346  NGVD 29 (??/??/??)   10.766  (m)           35.32   (f) ADJUSTED    1 1
 JU1346
 JU1346.Superseded values are not recommended for survey control.
 JU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1346.See file dsdata.txt to determine how the superseded data were derived.
 JU1346
 JU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ476503(NAD 83)
 JU1346_MARKER: DB = BENCH MARK DISK
 JU1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1346_SP_SET: STEP
 JU1346_STAMPING: 35.781 V 1 1931
 JU1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0057 ***********************************************************************
 HU0057  DESIGNATION -  V 2
 HU0057  PID         -  HU0057
 HU0057  STATE/COUNTY-  DE/SUSSEX
 HU0057  USGS QUAD   -  ELLENDALE (1992)
 HU0057
 HU0057                         *CURRENT SURVEY CONTROL
 HU0057  ___________________________________________________________________
 HU0057* NAD 83(1986)-  38 49 57.     (N)    075 25 25.     (W)     SCALED    
 HU0057* NAVD 88     -        14.427  (meters)      47.33   (feet)  ADJUSTED  
 HU0057  ___________________________________________________________________
 HU0057  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU0057  DYNAMIC HT  -          14.418 (meters)      47.30  (feet)  COMP
 HU0057  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 HU0057
 HU0057  VERT ORDER  -  FIRST     CLASS I
 HU0057
 HU0057.The horizontal coordinates were scaled from a topographic map and have
 HU0057.an estimated accuracy of +/- 6 seconds.
 HU0057
 HU0057.The orthometric height was determined by differential leveling
 HU0057.and adjusted in June 1991.
 HU0057.WARNING-Repeat measurements at this control monument indicate possible
 HU0057.vertical movement.
 HU0057
 HU0057.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0057
 HU0057  NGVD 29 (??/??/??)   14.669  (m)           48.13   (f) ADJUSTED    1 1
 HU0057
 HU0057.Superseded values are not recommended for survey control.
 HU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0057.See file dsdata.txt to determine how the superseded data were derived.
 HU0057
 HU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632982(NAD 83)
 HU0057_MARKER: DB = BENCH MARK DISK
 HU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0057_STAMPING: 48.648 V 2 1931
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1369 ***********************************************************************
 JU1369  DESIGNATION -  V 21
 JU1369  PID         -  JU1369
 JU1369  STATE/COUNTY-  DE/NEW CASTLE
 JU1369  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1369
 JU1369                         *CURRENT SURVEY CONTROL
 JU1369  ___________________________________________________________________
 JU1369* NAD 83(1986)-  39 45 02.     (N)    075 30 07.     (W)     SCALED    
 JU1369* NAVD 88     -         6.412  (meters)      21.04   (feet)  ADJUSTED  
 JU1369  ___________________________________________________________________
 JU1369  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU1369  DYNAMIC HT  -           6.410 (meters)      21.03  (feet)  COMP
 JU1369  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU1369
 JU1369  VERT ORDER  -  FIRST     CLASS II
 JU1369
 JU1369.The horizontal coordinates were scaled from a topographic map and have
 JU1369.an estimated accuracy of +/- 6 seconds.
 JU1369
 JU1369.The orthometric height was determined by differential leveling
 JU1369.and adjusted in June 1991.
 JU1369.WARNING-Repeat measurements at this control monument indicate possible
 JU1369.vertical movement.
 JU1369
 JU1369.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1369
 JU1369  NGVD 29 (01/10/92)    6.680  (m)           21.92   (f) ADJUSTED    1 2
 JU1369
 JU1369.Superseded values are not recommended for survey control.
 JU1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1369.See file dsdata.txt to determine how the superseded data were derived.
 JU1369
 JU1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK569001(NAD 83)
 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 = MARCH  2, 2009
 JU4292 ***********************************************************************
 JU4292  DESIGNATION -  V 21 RESET
 JU4292  PID         -  JU4292
 JU4292  STATE/COUNTY-  DE/NEW CASTLE
 JU4292  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU4292
 JU4292                         *CURRENT SURVEY CONTROL
 JU4292  ___________________________________________________________________
 JU4292* NAD 83(1986)-  39 45 02.     (N)    075 30 07.     (W)     SCALED    
 JU4292* NAVD 88     -         9.09   (meters)      29.8    (feet)  RESET     
 JU4292  ___________________________________________________________________
 JU4292  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU4292  VERT ORDER  -  THIRD
 JU4292
 JU4292.The horizontal coordinates were scaled from a topographic map and have
 JU4292.an estimated accuracy of +/- 6 seconds.
 JU4292
 JU4292.The orthometric height was computed from unverified reset data.
 JU4292.No vertical observational check was made to the station.
 JU4292
 JU4292.The geoid height was determined by GEOID03.
 JU4292
 JU4292;                    North         East    Units  Estimated Accuracy
 JU4292;SPC DE       -   194,340.      192,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4292.See file dsdata.txt to determine how the superseded data were derived.
 JU4292
 JU4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK569001(NAD 83)
 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 = MARCH  2, 2009
 JU4231 ***********************************************************************
 JU4231  DESIGNATION -  V 22 RESET
 JU4231  PID         -  JU4231
 JU4231  STATE/COUNTY-  DE/NEW CASTLE
 JU4231  USGS QUAD   -  NEWARK WEST (1992)
 JU4231
 JU4231                         *CURRENT SURVEY CONTROL
 JU4231  ___________________________________________________________________
 JU4231* NAD 83(1986)-  39 39 15.     (N)    075 45 12.     (W)     SCALED    
 JU4231* NAVD 88     -        20.70   (meters)      67.9    (feet)  RESET     
 JU4231  ___________________________________________________________________
 JU4231  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU4231  VERT ORDER  -  THIRD
 JU4231
 JU4231.The horizontal coordinates were scaled from a topographic map and have
 JU4231.an estimated accuracy of +/- 6 seconds.
 JU4231
 JU4231.The orthometric height was computed from unverified reset data.
 JU4231.No vertical observational check was made to the station.
 JU4231
 JU4231.The geoid height was determined by GEOID03.
 JU4231
 JU4231;                    North         East    Units  Estimated Accuracy
 JU4231;SPC DE       -   183,690.      171,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4231.See file dsdata.txt to determine how the superseded data were derived.
 JU4231
 JU4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ353896(NAD 83)
 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: DEDHT 
 JU4231_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4231+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0384 ***********************************************************************
 HU0384  DESIGNATION -  V 27
 HU0384  PID         -  HU0384
 HU0384  STATE/COUNTY-  DE/SUSSEX
 HU0384  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0384
 HU0384                         *CURRENT SURVEY CONTROL
 HU0384  ___________________________________________________________________
 HU0384* NAD 83(1986)-  38 29 15.     (N)    075 03 11.     (W)     SCALED    
 HU0384* NAVD 88     -         1.092  (meters)       3.58   (feet)  ADJUSTED  
 HU0384  ___________________________________________________________________
 HU0384  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 HU0384  DYNAMIC HT  -           1.092 (meters)       3.58  (feet)  COMP
 HU0384  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HU0384
 HU0384  VERT ORDER  -  SECOND    CLASS 0
 HU0384
 HU0384.The horizontal coordinates were scaled from a topographic map and have
 HU0384.an estimated accuracy of +/- 6 seconds.
 HU0384
 HU0384.The orthometric height was determined by differential leveling
 HU0384.and adjusted in June 1991.
 HU0384
 HU0384.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0384
 HU0384  NGVD 29 (??/??/??)    1.330  (m)            4.36   (f) ADJUSTED    2 0
 HU0384
 HU0384.Superseded values are not recommended for survey control.
 HU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0384.See file dsdata.txt to determine how the superseded data were derived.
 HU0384
 HU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH953599(NAD 83)
 HU0384_MARKER: DB = BENCH MARK DISK
 HU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0384_STAMPING: V 27 1962
 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 = MARCH  2, 2009
 HU0147 ***********************************************************************
 HU0147  DESIGNATION -  V 28
 HU0147  PID         -  HU0147
 HU0147  STATE/COUNTY-  DE/SUSSEX
 HU0147  USGS QUAD   -  FRANKFORD (1991)
 HU0147
 HU0147                         *CURRENT SURVEY CONTROL
 HU0147  ___________________________________________________________________
 HU0147* NAD 83(1986)-  38 33 20.     (N)    075 12 26.     (W)     SCALED    
 HU0147* NAVD 88     -         4.428  (meters)      14.53   (feet)  ADJUSTED  
 HU0147  ___________________________________________________________________
 HU0147  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0147  DYNAMIC HT  -           4.425 (meters)      14.52  (feet)  COMP
 HU0147  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 HU0147
 HU0147  VERT ORDER  -  SECOND    CLASS 0
 HU0147
 HU0147.The horizontal coordinates were scaled from a topographic map and have
 HU0147.an estimated accuracy of +/- 6 seconds.
 HU0147
 HU0147.The orthometric height was determined by differential leveling
 HU0147.and adjusted in June 1991.
 HU0147
 HU0147.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0147
 HU0147  NGVD 29 (??/??/??)    4.668  (m)           15.31   (f) ADJUSTED    2 0
 HU0147
 HU0147.Superseded values are not recommended for survey control.
 HU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0147.See file dsdata.txt to determine how the superseded data were derived.
 HU0147
 HU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH819674(NAD 83)
 HU0147_MARKER: DB = BENCH MARK DISK
 HU0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0147_STAMPING: V 28 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0062 ***********************************************************************
 HU0062  DESIGNATION -  V 29
 HU0062  PID         -  HU0062
 HU0062  STATE/COUNTY-  DE/SUSSEX
 HU0062  USGS QUAD   -  ELLENDALE (1992)
 HU0062
 HU0062                         *CURRENT SURVEY CONTROL
 HU0062  ___________________________________________________________________
 HU0062* NAD 83(1986)-  38 47 53.     (N)    075 23 28.     (W)     SCALED    
 HU0062* NAVD 88     -        14.424  (meters)      47.32   (feet)  ADJUSTED  
 HU0062  ___________________________________________________________________
 HU0062  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 HU0062  DYNAMIC HT  -          14.416 (meters)      47.30  (feet)  COMP
 HU0062  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 HU0062
 HU0062  VERT ORDER  -  FIRST     CLASS I
 HU0062
 HU0062.The horizontal coordinates were scaled from a topographic map and have
 HU0062.an estimated accuracy of +/- 6 seconds.
 HU0062
 HU0062.The orthometric height was determined by differential leveling
 HU0062.and adjusted in June 1991.
 HU0062
 HU0062.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0062
 HU0062  NGVD 29 (??/??/??)   14.667  (m)           48.12   (f) ADJUSTED    1 1
 HU0062
 HU0062.Superseded values are not recommended for survey control.
 HU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0062.See file dsdata.txt to determine how the superseded data were derived.
 HU0062
 HU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH660944(NAD 83)
 HU0062_MARKER: DB = BENCH MARK DISK
 HU0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0062_STAMPING: V 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1406 ***********************************************************************
 JU1406  DESIGNATION -  V 3
 JU1406  PID         -  JU1406
 JU1406  STATE/COUNTY-  DE/NEW CASTLE
 JU1406  USGS QUAD   -  NEWARK EAST (1993)
 JU1406
 JU1406                         *CURRENT SURVEY CONTROL
 JU1406  ___________________________________________________________________
 JU1406* NAD 83(1986)-  39 41 00.     (N)    075 44 56.     (W)     SCALED    
 JU1406* NAVD 88     -        37.435  (meters)     122.82   (feet)  ADJUSTED  
 JU1406  ___________________________________________________________________
 JU1406  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1406  DYNAMIC HT  -          37.418 (meters)     122.76  (feet)  COMP
 JU1406  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 JU1406
 JU1406  VERT ORDER  -  FIRST     CLASS II
 JU1406
 JU1406.The horizontal coordinates were scaled from a topographic map and have
 JU1406.an estimated accuracy of +/- 6 seconds.
 JU1406
 JU1406.The orthometric height was determined by differential leveling
 JU1406.and adjusted in June 1991.
 JU1406
 JU1406.The geoid height was determined by GEOID03.
 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       -   186,920.      171,500.      MT  (+/- 180 meters Scaled)
 JU1406
 JU1406                          SUPERSEDED SURVEY CONTROL
 JU1406
 JU1406  NGVD 29 (??/??/??)   37.782  (m)          123.96   (f) ADJUSTED    1 2
 JU1406
 JU1406.Superseded values are not recommended for survey control.
 JU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1406.See file dsdata.txt to determine how the superseded data were derived.
 JU1406
 JU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ357928(NAD 83)
 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 - November 07, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0753 ***********************************************************************
 HU0753  DESIGNATION -  V 33
 HU0753  PID         -  HU0753
 HU0753  STATE/COUNTY-  DE/SUSSEX
 HU0753  USGS QUAD   -  GREENWOOD (1992)
 HU0753
 HU0753                         *CURRENT SURVEY CONTROL
 HU0753  ___________________________________________________________________
 HU0753* NAD 83(1986)-  38 45 39.     (N)    075 36 09.     (W)     SCALED    
 HU0753* NAVD 88     -        15.066  (meters)      49.43   (feet)  ADJUSTED  
 HU0753  ___________________________________________________________________
 HU0753  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU0753  DYNAMIC HT  -          15.057 (meters)      49.40  (feet)  COMP
 HU0753  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 HU0753
 HU0753  VERT ORDER  -  FIRST     CLASS I
 HU0753
 HU0753.The horizontal coordinates were scaled from a topographic map and have
 HU0753.an estimated accuracy of +/- 6 seconds.
 HU0753
 HU0753.The orthometric height was determined by differential leveling
 HU0753.and adjusted in June 1991.
 HU0753
 HU0753.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0753
 HU0753  NGVD 29 (??/??/??)   15.314  (m)           50.24   (f) ADJUSTED    1 1
 HU0753
 HU0753.Superseded values are not recommended for survey control.
 HU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0753.See file dsdata.txt to determine how the superseded data were derived.
 HU0753
 HU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH476904(NAD 83)
 HU0753_MARKER: DB = BENCH MARK DISK
 HU0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0753_STAMPING: V 33 1963
 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 = MARCH  2, 2009
 JU1088 ***********************************************************************
 JU1088  DESIGNATION -  V 34
 JU1088  PID         -  JU1088
 JU1088  STATE/COUNTY-  DE/KENT
 JU1088  USGS QUAD   -  SMYRNA (1993)
 JU1088
 JU1088                         *CURRENT SURVEY CONTROL
 JU1088  ___________________________________________________________________
 JU1088* NAD 83(1986)-  39 16 35.     (N)    075 37 27.     (W)     SCALED    
 JU1088* NAVD 88     -         9.843  (meters)      32.29   (feet)  ADJUSTED  
 JU1088  ___________________________________________________________________
 JU1088  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU1088  DYNAMIC HT  -           9.838 (meters)      32.28  (feet)  COMP
 JU1088  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 JU1088
 JU1088  VERT ORDER  -  FIRST     CLASS I
 JU1088
 JU1088.The horizontal coordinates were scaled from a topographic map and have
 JU1088.an estimated accuracy of +/- 6 seconds.
 JU1088
 JU1088.The orthometric height was determined by differential leveling
 JU1088.and adjusted in June 1991.
 JU1088
 JU1088.The geoid height was determined by GEOID03.
 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       -   141,710.      182,100.      MT  (+/- 180 meters Scaled)
 JU1088
 JU1088                          SUPERSEDED SURVEY CONTROL
 JU1088
 JU1088  NGVD 29 (??/??/??)   10.082  (m)           33.08   (f) ADJUSTED    1 1
 JU1088
 JU1088.Superseded values are not recommended for survey control.
 JU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1088.See file dsdata.txt to determine how the superseded data were derived.
 JU1088
 JU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ461476(NAD 83)
 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 - September 14, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0033 ***********************************************************************
 HU0033  DESIGNATION -  V 35
 HU0033  PID         -  HU0033
 HU0033  STATE/COUNTY-  DE/KENT
 HU0033  USGS QUAD   -  MILFORD (1993)
 HU0033
 HU0033                         *CURRENT SURVEY CONTROL
 HU0033  ___________________________________________________________________
 HU0033* NAD 83(1986)-  38 55 39.     (N)    075 25 59.     (W)     SCALED    
 HU0033* NAVD 88     -        10.555  (meters)      34.63   (feet)  ADJUSTED  
 HU0033  ___________________________________________________________________
 HU0033  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 HU0033  DYNAMIC HT  -          10.549 (meters)      34.61  (feet)  COMP
 HU0033  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 HU0033
 HU0033  VERT ORDER  -  FIRST     CLASS I
 HU0033
 HU0033.The horizontal coordinates were scaled from a topographic map and have
 HU0033.an estimated accuracy of +/- 6 seconds.
 HU0033
 HU0033.The orthometric height was determined by differential leveling
 HU0033.and adjusted in June 1991.
 HU0033
 HU0033.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0033
 HU0033  NGVD 29 (??/??/??)   10.800  (m)           35.43   (f) ADJUSTED    1 1
 HU0033
 HU0033.Superseded values are not recommended for survey control.
 HU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0033.See file dsdata.txt to determine how the superseded data were derived.
 HU0033
 HU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ624088(NAD 83)
 HU0033_MARKER: DB = BENCH MARK DISK
 HU0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0033_STAMPING: V 35 1963
 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 = MARCH  2, 2009
 JU1026 ***********************************************************************
 JU1026  DESIGNATION -  V 36
 JU1026  PID         -  JU1026
 JU1026  STATE/COUNTY-  DE/KENT
 JU1026  USGS QUAD   -  LITTLE CREEK (1993)
 JU1026
 JU1026                         *CURRENT SURVEY CONTROL
 JU1026  ___________________________________________________________________
 JU1026* NAD 83(1986)-  39 09 58.     (N)    075 29 00.     (W)     SCALED    
 JU1026* NAVD 88     -         5.070  (meters)      16.63   (feet)  ADJUSTED  
 JU1026  ___________________________________________________________________
 JU1026  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU1026  DYNAMIC HT  -           5.067 (meters)      16.62  (feet)  COMP
 JU1026  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 JU1026
 JU1026  VERT ORDER  -  FIRST     CLASS I
 JU1026
 JU1026.The horizontal coordinates were scaled from a topographic map and have
 JU1026.an estimated accuracy of +/- 6 seconds.
 JU1026
 JU1026.The orthometric height was determined by differential leveling
 JU1026.and adjusted in June 1991.
 JU1026
 JU1026.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1026
 JU1026  NGVD 29 (??/??/??)    5.309  (m)           17.42   (f) ADJUSTED    1 1
 JU1026
 JU1026.Superseded values are not recommended for survey control.
 JU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1026.See file dsdata.txt to determine how the superseded data were derived.
 JU1026
 JU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ582353(NAD 83)
 JU1026_MARKER: DB = BENCH MARK DISK
 JU1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1026_STAMPING: V 36 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1124 ***********************************************************************
 JU1124  DESIGNATION -  V 37
 JU1124  PID         -  JU1124
 JU1124  STATE/COUNTY-  DE/KENT
 JU1124  USGS QUAD   -  WYOMING (1993)
 JU1124
 JU1124                         *CURRENT SURVEY CONTROL
 JU1124  ___________________________________________________________________
 JU1124* NAD 83(1986)-  39 02 35.02   (N)    075 34 20.17   (W)     HD_HELD1  
 JU1124* NAVD 88     -        19.056  (meters)      62.52   (feet)  ADJUSTED  
 JU1124  ___________________________________________________________________
 JU1124  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 JU1124  DYNAMIC HT  -          19.045 (meters)      62.48  (feet)  COMP
 JU1124  MODELED GRAV-     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 established by differentially corrected
 JU1124.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1124
 JU1124.The orthometric height was determined by differential leveling
 JU1124.and adjusted in June 1991.
 JU1124
 JU1124.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 JU1124
 JU1124  NGVD 29 (??/??/??)   19.296  (m)           63.31   (f) ADJUSTED    1 1
 JU1124
 JU1124.Superseded values are not recommended for survey control.
 JU1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1124.See file dsdata.txt to determine how the superseded data were derived.
 JU1124
 JU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5047621711(NAD 83)
 JU1124_MARKER: DB = BENCH MARK DISK
 JU1124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1124_SP_SET: 61.4 FEET
 JU1124_STAMPING: V 37 1963
 JU1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1914 ***********************************************************************
 JU1914  DESIGNATION -  V 38
 JU1914  PID         -  JU1914
 JU1914  STATE/COUNTY-  DE/NEW CASTLE
 JU1914  USGS QUAD   -  NEWARK EAST (1993)
 JU1914
 JU1914                         *CURRENT SURVEY CONTROL
 JU1914  ___________________________________________________________________
 JU1914* NAD 83(1986)-  39 38 13.     (N)    075 38 39.     (W)     SCALED    
 JU1914* NAVD 88     -        19.049  (meters)      62.50   (feet)  ADJUSTED  
 JU1914  ___________________________________________________________________
 JU1914  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU1914  DYNAMIC HT  -          19.040 (meters)      62.47  (feet)  COMP
 JU1914  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 JU1914
 JU1914  VERT ORDER  -  FIRST     CLASS I
 JU1914
 JU1914.The horizontal coordinates were scaled from a topographic map and have
 JU1914.an estimated accuracy of +/- 6 seconds.
 JU1914
 JU1914.The orthometric height was determined by differential leveling
 JU1914.and adjusted in June 1991.
 JU1914.WARNING-Repeat measurements at this control monument indicate possible
 JU1914.vertical movement.
 JU1914
 JU1914.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1914
 JU1914  NGVD 29 (01/10/92)   19.298  (m)           63.31   (f) ADJUSTED    1 1
 JU1914
 JU1914.Superseded values are not recommended for survey control.
 JU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1914.See file dsdata.txt to determine how the superseded data were derived.
 JU1914
 JU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ447876(NAD 83)
 JU1914_MARKER: DB = BENCH MARK DISK
 JU1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1914_SP_SET: CONCRETE POST
 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 NOT SUITABLE FOR
 JU1914+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1921 ***********************************************************************
 JU1921  DESIGNATION -  V 39
 JU1921  PID         -  JU1921
 JU1921  STATE/COUNTY-  DE/NEW CASTLE
 JU1921  USGS QUAD   -  SAINT GEORGES (1993)
 JU1921
 JU1921                         *CURRENT SURVEY CONTROL
 JU1921  ___________________________________________________________________
 JU1921* NAD 83(1986)-  39 36 00.     (N)    075 41 27.     (W)     SCALED    
 JU1921* NAVD 88     -        20.423  (meters)      67.00   (feet)  ADJUSTED  
 JU1921  ___________________________________________________________________
 JU1921  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU1921  DYNAMIC HT  -          20.414 (meters)      66.97  (feet)  COMP
 JU1921  MODELED GRAV-     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 topographic map and have
 JU1921.an estimated accuracy of +/- 6 seconds.
 JU1921
 JU1921.The orthometric height was determined by differential leveling
 JU1921.and adjusted in June 1991.
 JU1921
 JU1921.The geoid height was determined by GEOID03.
 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.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                          SUPERSEDED SURVEY CONTROL
 JU1921
 JU1921  NGVD 29 (01/10/92)   20.662  (m)           67.79   (f) ADJUSTED    1 1
 JU1921
 JU1921.Superseded values are not recommended for survey control.
 JU1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1921.See file dsdata.txt to determine how the superseded data were derived.
 JU1921
 JU1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406835(NAD 83)
 JU1921_MARKER: DB = BENCH MARK DISK
 JU1921_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1921_SP_SET: 48 FEET
 JU1921_STAMPING: V 39 1963
 JU1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1921
 JU1921  HISTORY     - Date     Condition        Report By
 JU1921  HISTORY     - 1963     MONUMENTED       CGS
 JU1921  HISTORY     - 1971     GOOD             NGS
 JU1921  HISTORY     - 1979     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0156 ***********************************************************************
 HU0156  DESIGNATION -  V 4
 HU0156  PID         -  HU0156
 HU0156  STATE/COUNTY-  DE/SUSSEX
 HU0156  USGS QUAD   -  FRANKFORD (1991)
 HU0156
 HU0156                         *CURRENT SURVEY CONTROL
 HU0156  ___________________________________________________________________
 HU0156* NAD 83(1986)-  38 32 42.     (N)    075 14 54.     (W)     SCALED    
 HU0156* NAVD 88     -         7.342  (meters)      24.09   (feet)  ADJUSTED  
 HU0156  ___________________________________________________________________
 HU0156  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0156  DYNAMIC HT  -           7.338 (meters)      24.07  (feet)  COMP
 HU0156  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 HU0156
 HU0156  VERT ORDER  -  SECOND    CLASS 0
 HU0156
 HU0156.The horizontal coordinates were scaled from a topographic map and have
 HU0156.an estimated accuracy of +/- 6 seconds.
 HU0156
 HU0156.The orthometric height was determined by differential leveling
 HU0156.and adjusted in June 1991.
 HU0156
 HU0156.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0156
 HU0156  NGVD 29 (??/??/??)    7.584  (m)           24.88   (f) ADJUSTED    2 0
 HU0156
 HU0156.Superseded values are not recommended for survey control.
 HU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0156.See file dsdata.txt to determine how the superseded data were derived.
 HU0156
 HU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH783663(NAD 83)
 HU0156_MARKER: DB = BENCH MARK DISK
 HU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0156_STAMPING: V 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2826 ***********************************************************************
 HU2826  DESIGNATION -  V 8 RESET
 HU2826  PID         -  HU2826
 HU2826  STATE/COUNTY-  DE/SUSSEX
 HU2826  USGS QUAD   -  WHALEYSVILLE (1992)
 HU2826
 HU2826                         *CURRENT SURVEY CONTROL
 HU2826  ___________________________________________________________________
 HU2826* NAD 83(1986)-  38 29 49.     (N)    075 21 42.     (W)     SCALED    
 HU2826* NAVD 88     -        11.96   (meters)      39.2    (feet)  RESET     
 HU2826  ___________________________________________________________________
 HU2826  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 HU2826  VERT ORDER  -  THIRD
 HU2826
 HU2826.The horizontal coordinates were scaled from a topographic map and have
 HU2826.an estimated accuracy of +/- 6 seconds.
 HU2826
 HU2826.The orthometric height was computed from unverified reset data.
 HU2826.No vertical observational check was made to the station.
 HU2826
 HU2826.The geoid height was determined by GEOID03.
 HU2826
 HU2826;                    North         East    Units  Estimated Accuracy
 HU2826;SPC DE       -    55,160.      204,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2826.See file dsdata.txt to determine how the superseded data were derived.
 HU2826
 HU2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH684610(NAD 83)
 HU2826_MARKER: DV = VERTICAL CONTROL DISK
 HU2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2826_SP_SET: CONCRETE POST
 HU2826_STAMPING: V 8 RESET 1987
 HU2826_MARK LOGO: NGS   
 HU2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2826+STABILITY: SURFACE MOTION
 HU2826
 HU2826  HISTORY     - Date     Condition        Report By
 HU2826  HISTORY     - 1987     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0984 ***********************************************************************
 HU0984  DESIGNATION -  V 9
 HU0984  PID         -  HU0984
 HU0984  STATE/COUNTY-  DE/SUSSEX
 HU0984  USGS QUAD   -  SHARPTOWN (1992)
 HU0984
 HU0984                         *CURRENT SURVEY CONTROL
 HU0984  ___________________________________________________________________
 HU0984* NAD 83(1986)-  38 31 16.     (N)    075 41 39.     (W)     SCALED    
 HU0984* NAVD 88     -        11.816  (meters)      38.77   (feet)  ADJUSTED  
 HU0984  ___________________________________________________________________
 HU0984  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 HU0984  DYNAMIC HT  -          11.809 (meters)      38.74  (feet)  COMP
 HU0984  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 HU0984
 HU0984  VERT ORDER  -  SECOND    CLASS 0
 HU0984
 HU0984.The horizontal coordinates were scaled from a topographic map and have
 HU0984.an estimated accuracy of +/- 6 seconds.
 HU0984
 HU0984.The orthometric height was determined by differential leveling
 HU0984.and adjusted in June 1991.
 HU0984
 HU0984.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0984
 HU0984  NGVD 29 (??/??/??)   12.063  (m)           39.58   (f) ADJUSTED    2 0
 HU0984
 HU0984.Superseded values are not recommended for survey control.
 HU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0984.See file dsdata.txt to determine how the superseded data were derived.
 HU0984
 HU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394638(NAD 83)
 HU0984_MARKER: DB = BENCH MARK DISK
 HU0984_SETTING: 0 = UNSPECIFIED SETTING
 HU0984_STAMPING: V 9 1942
 HU0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0984
 HU0984  HISTORY     - Date     Condition        Report By
 HU0984  HISTORY     - 1942     MONUMENTED       CGS
 HU0984  HISTORY     - 1943     GOOD             CGS
 HU0984  HISTORY     - 19971018 POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3452 ***********************************************************************
 JU3452  DESIGNATION -  VANEERDE
 JU3452  PID         -  JU3452
 JU3452  STATE/COUNTY-  DE/KENT
 JU3452  USGS QUAD   -  MARYDEL (1993)
 JU3452
 JU3452                         *CURRENT SURVEY CONTROL
 JU3452  ___________________________________________________________________
 JU3452* NAD 83(1991)-  39 05 01.70086(N)    075 44 34.07707(W)     ADJUSTED  
 JU3452* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 JU3452  ___________________________________________________________________
 JU3452  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JU3452  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3452
 JU3452.The geoid height was determined by GEOID03.
 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  =   0.99965493
 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    3  
 JU3452
 JU3452.Superseded values are not recommended for survey control.
 JU3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3452.See file dsdata.txt to determine how the superseded data were derived.
 JU3452
 JU3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3575526339(NAD 83)
 JU3452_MARKER: DS = TRIANGULATION STATION DISK
 JU3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3460 ***********************************************************************
 JU3460  DESIGNATION -  VANEERDE AZIMUTH MARK
 JU3460  PID         -  JU3460
 JU3460  STATE/COUNTY-  DE/KENT
 JU3460  USGS QUAD   -  MARYDEL (1993)
 JU3460
 JU3460                         *CURRENT SURVEY CONTROL
 JU3460  ___________________________________________________________________
 JU3460* NAD 83(1991)-  39 04 52.73798(N)    075 44 28.25873(W)     ADJUSTED  
 JU3460* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 JU3460  ___________________________________________________________________
 JU3460  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 JU3460  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3460
 JU3460.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3460
 JU3460.Superseded values are not recommended for survey control.
 JU3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3460.See file dsdata.txt to determine how the superseded data were derived.
 JU3460
 JU3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3589326062(NAD 83)
 JU3460_MARKER: DZ = AZIMUTH MARK DISK
 JU3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1824 ***********************************************************************
 HU1824  DESIGNATION -  VINE AZIMUTH MARK
 HU1824  PID         -  HU1824
 HU1824  STATE/COUNTY-  DE/SUSSEX
 HU1824  USGS QUAD   -  HEBRON (1992)
 HU1824
 HU1824                         *CURRENT SURVEY CONTROL
 HU1824  ___________________________________________________________________
 HU1824* NAD 83(1991)-  38 29 17.88207(N)    075 41 40.71409(W)     ADJUSTED  
 HU1824* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 HU1824  ___________________________________________________________________
 HU1824  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HU1824  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1824
 HU1824.The geoid height was determined by GEOID03.
 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       -   1.00000377  x   1.00000224  =   1.00000601
 HU1824!SPC MD       -   1.00000377  x   0.99997258  =   0.99997635
 HU1824!UTM  18      -   1.00000377  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|---------------------------------------------------------------------|
 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    3  
 HU1824
 HU1824.Superseded values are not recommended for survey control.
 HU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1824.See file dsdata.txt to determine how the superseded data were derived.
 HU1824
 HU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3941860224(NAD 83)
 HU1824_MARKER: DZ = AZIMUTH MARK DISK
 HU1824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1824_SP_SET: METAL PIPE AND CONCRETE SURROUND
 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 = MARCH  2, 2009
 HU1341 ***********************************************************************
 HU1341  DESIGNATION -  VIRDEN 1909
 HU1341  PID         -  HU1341
 HU1341  STATE/COUNTY-  DE/SUSSEX
 HU1341  USGS QUAD   -  LEWES (1991)
 HU1341
 HU1341                         *CURRENT SURVEY CONTROL
 HU1341  ___________________________________________________________________
 HU1341* NAD 83(1991)-  38 46 32.44183(N)    075 08 20.40193(W)     ADJUSTED  
 HU1341* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1341  ___________________________________________________________________
 HU1341  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HU1341  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU1341  HORZ ORDER  -  THIRD
 HU1341
 HU1341.The horizontal coordinates were established by classical geodetic methods
 HU1341.and adjusted by the National Geodetic Survey in January 1992.
 HU1341
 HU1341.The orthometric height was scaled from a topographic map.
 HU1341
 HU1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1341
 HU1341.The geoid height was determined by GEOID03.
 HU1341
 HU1341;                    North         East     Units Scale Factor Converg.
 HU1341;SPC DE       -    86,139.448   224,128.883   MT  1.00000217   +0 10 26.0
 HU1341;SPC DE       -   282,609.17    735,329.51   sFT  1.00000217   +0 10 26.0
 HU1341;UTM  18      - 4,291,893.014   487,925.784   MT  0.99960180   -0 05 13.4
 HU1341
 HU1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1341!SPC DE       -   1.00000516  x   1.00000217  =   1.00000733
 HU1341!UTM  18      -   1.00000516  x   0.99960180  =   0.99960695
 HU1341
 HU1341:                Primary Azimuth Mark                     Grid Az
 HU1341:SPC DE       -  HARBOR OF REFUGE LIGHTHOUSE              043 00 44.9
 HU1341:UTM  18      -  HARBOR OF REFUGE LIGHTHOUSE              043 16 24.3
 HU1341
 HU1341|---------------------------------------------------------------------|
 HU1341| PID    Reference Object                     Distance      Geod. Az  |
 HU1341|                                                           dddmmss.s |
 HU1341| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX. 5.9 KM 0431110.9 |
 HU1341| HU1337 DELAWARE BRKWTR FR LH OLD TWR       APPROX. 3.8 KM 0460528.4 |
 HU1341| HU1326 LEWES LIFE SAVING STATION           APPROX. 1.7 KM 0692424.8 |
 HU1341| HU1332 CAPE HENLOPEN LIGHTHOUSE            APPROX. 4.8 KM 0863642.0 |
 HU1341|---------------------------------------------------------------------|
 HU1341
 HU1341                          SUPERSEDED SURVEY CONTROL
 HU1341
 HU1341  NAD 83(1986)-  38 46 32.43006(N)    075 08 20.41094(W) AD(       ) 3
 HU1341  NAD 27      -  38 46 32.02800(N)    075 08 21.74400(W) AD(       ) 3
 HU1341
 HU1341.Superseded values are not recommended for survey control.
 HU1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1341.See file dsdata.txt to determine how the superseded data were derived.
 HU1341
 HU1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8792691893(NAD 83)
 HU1341
 HU1341  HISTORY     - Date     Condition        Report By
 HU1341  HISTORY     - 1909     MONUMENTED       CGS
 HU1341  HISTORY     - 1920     MARK NOT FOUND   CGS
 HU1341
 HU1341                          STATION DESCRIPTION
 HU1341
 HU1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (OWF)
 HU1341'STATION IS GONE.  U.S.P.O. FLAGSTAFF LOCATED IN 1920 IS NEAR
 HU1341'SAME PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1350 ***********************************************************************
 JU1350  DESIGNATION -  W 1
 JU1350  PID         -  JU1350
 JU1350  STATE/COUNTY-  DE/KENT
 JU1350  USGS QUAD   -  SMYRNA (1993)
 JU1350
 JU1350                         *CURRENT SURVEY CONTROL
 JU1350  ___________________________________________________________________
 JU1350* NAD 83(1986)-  39 18 46.     (N)    075 34 00.     (W)     SCALED    
 JU1350* NAVD 88     -         1.900  (meters)       6.23   (feet)  ADJUSTED  
 JU1350  ___________________________________________________________________
 JU1350  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU1350  DYNAMIC HT  -           1.899 (meters)       6.23  (feet)  COMP
 JU1350  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 JU1350
 JU1350  VERT ORDER  -  FIRST     CLASS I
 JU1350
 JU1350.The horizontal coordinates were scaled from a topographic map and have
 JU1350.an estimated accuracy of +/- 6 seconds.
 JU1350
 JU1350.The orthometric height was determined by differential leveling
 JU1350.and adjusted in June 1991.
 JU1350
 JU1350.The geoid height was determined by GEOID03.
 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       -   145,740.      187,060.      MT  (+/- 180 meters Scaled)
 JU1350
 JU1350                          SUPERSEDED SURVEY CONTROL
 JU1350
 JU1350  NGVD 29 (??/??/??)    2.139  (m)            7.02   (f) ADJUSTED    1 1
 JU1350
 JU1350.Superseded values are not recommended for survey control.
 JU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1350.See file dsdata.txt to determine how the superseded data were derived.
 JU1350
 JU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511516(NAD 83)
 JU1350_MARKER: DB = BENCH MARK DISK
 JU1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1350_SP_SET: CULVERT
 JU1350_STAMPING: 7.510 W 1 1931
 JU1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1289 ***********************************************************************
 JU1289  DESIGNATION -  W 11
 JU1289  PID         -  JU1289
 JU1289  STATE/COUNTY-  DE/KENT
 JU1289  USGS QUAD   -  KENTON (1993)
 JU1289
 JU1289                         *CURRENT SURVEY CONTROL
 JU1289  ___________________________________________________________________
 JU1289* NAD 83(1986)-  39 09 36.     (N)    075 39 23.     (W)     SCALED    
 JU1289* NAVD 88     -        21.163  (meters)      69.43   (feet)  ADJUSTED  
 JU1289  ___________________________________________________________________
 JU1289  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JU1289  DYNAMIC HT  -          21.152 (meters)      69.40  (feet)  COMP
 JU1289  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 JU1289
 JU1289  VERT ORDER  -  SECOND    CLASS 0
 JU1289
 JU1289.The horizontal coordinates were scaled from a topographic map and have
 JU1289.an estimated accuracy of +/- 6 seconds.
 JU1289
 JU1289.The orthometric height was determined by differential leveling
 JU1289.and adjusted in June 1991.
 JU1289
 JU1289.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1289
 JU1289  NGVD 29 (??/??/??)   21.398  (m)           70.20   (f) ADJUSTED    2 0
 JU1289
 JU1289.Superseded values are not recommended for survey control.
 JU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1289.See file dsdata.txt to determine how the superseded data were derived.
 JU1289
 JU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432347(NAD 83)
 JU1289_MARKER: DB = BENCH MARK DISK
 JU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1289_STAMPING: W 11 1942
 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 = MARCH  2, 2009
 JU1262 ***********************************************************************
 JU1262  DESIGNATION -  W 12
 JU1262  PID         -  JU1262
 JU1262  STATE/COUNTY-  DE/KENT
 JU1262  USGS QUAD   -  KENTON (1993)
 JU1262
 JU1262                         *CURRENT SURVEY CONTROL
 JU1262  ___________________________________________________________________
 JU1262* NAD 83(1986)-  39 13 20.     (N)    075 40 21.     (W)     SCALED    
 JU1262* NAVD 88     -        17.900  (meters)      58.73   (feet)  ADJUSTED  
 JU1262  ___________________________________________________________________
 JU1262  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU1262  DYNAMIC HT  -          17.891 (meters)      58.70  (feet)  COMP
 JU1262  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 JU1262
 JU1262  VERT ORDER  -  SECOND    CLASS 0
 JU1262
 JU1262.The horizontal coordinates were scaled from a topographic map and have
 JU1262.an estimated accuracy of +/- 6 seconds.
 JU1262
 JU1262.The orthometric height was determined by differential leveling
 JU1262.and adjusted in June 1991.
 JU1262
 JU1262.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1262
 JU1262  NGVD 29 (??/??/??)   18.138  (m)           59.51   (f) ADJUSTED    2 0
 JU1262
 JU1262.Superseded values are not recommended for survey control.
 JU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1262.See file dsdata.txt to determine how the superseded data were derived.
 JU1262
 JU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ419416(NAD 83)
 JU1262_MARKER: DB = BENCH MARK DISK
 JU1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1262_STAMPING: W 12 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1259 ***********************************************************************
 JU1259  DESIGNATION -  W 14
 JU1259  PID         -  JU1259
 JU1259  STATE/COUNTY-  DE/NEW CASTLE
 JU1259  USGS QUAD   -  MIDDLETOWN (1993)
 JU1259
 JU1259                         *CURRENT SURVEY CONTROL
 JU1259  ___________________________________________________________________
 JU1259* NAD 83(1986)-  39 24 04.     (N)    075 40 34.     (W)     SCALED    
 JU1259* NAVD 88     -        18.408  (meters)      60.39   (feet)  ADJUSTED  
 JU1259  ___________________________________________________________________
 JU1259  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU1259  DYNAMIC HT  -          18.399 (meters)      60.36  (feet)  COMP
 JU1259  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 JU1259
 JU1259  VERT ORDER  -  THIRD
 JU1259
 JU1259.The horizontal coordinates were scaled from a topographic map and have
 JU1259.an estimated accuracy of +/- 6 seconds.
 JU1259
 JU1259.The orthometric height was determined by differential leveling
 JU1259.and adjusted in June 1991.
 JU1259
 JU1259.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1259
 JU1259  NGVD 29 (??/??/??)   18.645  (m)           61.17   (f) ADJUSTED    3 0
 JU1259
 JU1259.Superseded values are not recommended for survey control.
 JU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1259.See file dsdata.txt to determine how the superseded data were derived.
 JU1259
 JU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ417615(NAD 83)
 JU1259_MARKER: DB = BENCH MARK DISK
 JU1259_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1259+WITH SETTING: INTO GROUND
 JU1259_STAMPING: W 14 1946
 JU1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1259+STABILITY: SURFACE MOTION
 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 = MARCH  2, 2009
 HU1220 ***********************************************************************
 HU1220  DESIGNATION -  W 2 RESET 1977
 HU1220  PID         -  HU1220
 HU1220  STATE/COUNTY-  DE/SUSSEX
 HU1220  USGS QUAD   -  ELLENDALE (1992)
 HU1220
 HU1220                         *CURRENT SURVEY CONTROL
 HU1220  ___________________________________________________________________
 HU1220* NAD 83(1986)-  38 52 15.     (N)    075 25 27.     (W)     SCALED    
 HU1220* NAVD 88     -        12.62   (+/-2cm)      41.4    (feet)  VERTCON   
 HU1220  ___________________________________________________________________
 HU1220  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 HU1220  VERT ORDER  -  THIRD (See Below)
 HU1220
 HU1220.The horizontal coordinates were scaled from a topographic map and have
 HU1220.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 HU1220
 HU1220.The geoid height was determined by GEOID03.
 HU1220
 HU1220;                    North         East    Units  Estimated Accuracy
 HU1220;SPC DE       -    96,670.      199,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1220.See file dsdata.txt to determine how the superseded data were derived.
 HU1220
 HU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ632025(NAD 83)
 HU1220_MARKER: DB = BENCH MARK DISK
 HU1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1220_SP_SET: CONCRETE POST
 HU1220_STAMPING: W 2 RESET 1977
 HU1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1220+STABILITY: SURFACE MOTION
 HU1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1220+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 HU1220
 HU1220  HISTORY     - Date     Condition        Report By
 HU1220  HISTORY     - 1977     MONUMENTED       NGS
 HU1220  HISTORY     - 20060523 GOOD             USPSQD
 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 L&E 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3703 ***********************************************************************
 JU3703  DESIGNATION -  W 2 ST 1959
 JU3703  PID         -  JU3703
 JU3703  STATE/COUNTY-  DE/NEW CASTLE
 JU3703  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3703
 JU3703                         *CURRENT SURVEY CONTROL
 JU3703  ___________________________________________________________________
 JU3703* NAD 83(1991)-  39 44 33.76339(N)    075 33 42.98105(W)     ADJUSTED  
 JU3703* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU3703  ___________________________________________________________________
 JU3703  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JU3703  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3703
 JU3703.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3703.See file dsdata.txt to determine how the superseded data were derived.
 JU3703
 JU3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5185399352(NAD 83)
 JU3703_MARKER: DE = TRAVERSE STATION DISK
 JU3703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3703+WITH SETTING: PAVEMENT
 JU3703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3703+STABILITY: SURFACE MOTION
 JU3703
 JU3703  HISTORY     - Date     Condition        Report By
 JU3703  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1775 ***********************************************************************
 JU1775  DESIGNATION -  W 21
 JU1775  PID         -  JU1775
 JU1775  STATE/COUNTY-  DE/NEW CASTLE
 JU1775  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1775
 JU1775                         *CURRENT SURVEY CONTROL
 JU1775  ___________________________________________________________________
 JU1775* NAD 83(1986)-  39 43 39.     (N)    075 32 15.     (W)     SCALED    
 JU1775* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 JU1775  ___________________________________________________________________
 JU1775  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU1775  DYNAMIC HT  -           1.500 (meters)       4.92  (feet)  COMP
 JU1775  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 JU1775
 JU1775  VERT ORDER  -  FIRST     CLASS II
 JU1775
 JU1775.The horizontal coordinates were scaled from a topographic map and have
 JU1775.an estimated accuracy of +/- 6 seconds.
 JU1775
 JU1775.The orthometric height was determined by differential leveling
 JU1775.and adjusted in June 1991.
 JU1775
 JU1775.The geoid height was determined by GEOID03.
 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       -   191,780.      189,640.      MT  (+/- 180 meters Scaled)
 JU1775
 JU1775                          SUPERSEDED SURVEY CONTROL
 JU1775
 JU1775  NGVD 29 (01/10/92)    1.762  (m)            5.78   (f) ADJUSTED    1 2
 JU1775
 JU1775.Superseded values are not recommended for survey control.
 JU1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1775.See file dsdata.txt to determine how the superseded data were derived.
 JU1775
 JU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ539976(NAD 83)
 JU1775_MARKER: DB = BENCH MARK DISK
 JU1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1775_SP_SET: CULVERT
 JU1775_STAMPING: W 21 1959
 JU1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1670 ***********************************************************************
 JU1670  DESIGNATION -  W 22
 JU1670  PID         -  JU1670
 JU1670  STATE/COUNTY-  DE/NEW CASTLE
 JU1670  USGS QUAD   -  NEWARK EAST (1993)
 JU1670
 JU1670                         *CURRENT SURVEY CONTROL
 JU1670  ___________________________________________________________________
 JU1670* NAD 83(1986)-  39 38 36.     (N)    075 43 33.     (W)     SCALED    
 JU1670* NAVD 88     -        19.885  (meters)      65.24   (feet)  ADJUSTED  
 JU1670  ___________________________________________________________________
 JU1670  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1670  DYNAMIC HT  -          19.876 (meters)      65.21  (feet)  COMP
 JU1670  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 JU1670
 JU1670  VERT ORDER  -  SECOND    CLASS 0
 JU1670
 JU1670.The horizontal coordinates were scaled from a topographic map and have
 JU1670.an estimated accuracy of +/- 6 seconds.
 JU1670
 JU1670.The orthometric height was determined by differential leveling
 JU1670.and adjusted in June 1991.
 JU1670
 JU1670.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1670
 JU1670  NGVD 29 (??/??/??)   20.225  (m)           66.35   (f) ADJUSTED    2 0
 JU1670
 JU1670.Superseded values are not recommended for survey control.
 JU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1670.See file dsdata.txt to determine how the superseded data were derived.
 JU1670
 JU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377884(NAD 83)
 JU1670_MARKER: DB = BENCH MARK DISK
 JU1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1670_STAMPING: W 22 1959
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0382 ***********************************************************************
 HU0382  DESIGNATION -  W 27
 HU0382  PID         -  HU0382
 HU0382  STATE/COUNTY-  DE/SUSSEX
 HU0382  USGS QUAD   -  ASSAWOMAN BAY (1992)
 HU0382
 HU0382                         *CURRENT SURVEY CONTROL
 HU0382  ___________________________________________________________________
 HU0382* NAD 83(1986)-  38 27 24.     (N)    075 03 09.     (W)     SCALED    
 HU0382* NAVD 88     -         1.002  (meters)       3.29   (feet)  ADJUSTED  
 HU0382  ___________________________________________________________________
 HU0382  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 HU0382  DYNAMIC HT  -           1.002 (meters)       3.29  (feet)  COMP
 HU0382  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 HU0382
 HU0382  VERT ORDER  -  SECOND    CLASS 0
 HU0382
 HU0382.The horizontal coordinates were scaled from a topographic map and have
 HU0382.an estimated accuracy of +/- 6 seconds.
 HU0382
 HU0382.The orthometric height was determined by differential leveling
 HU0382.and adjusted in June 1991.
 HU0382
 HU0382.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0382
 HU0382  NGVD 29 (??/??/??)    1.240  (m)            4.07   (f) ADJUSTED    2 0
 HU0382
 HU0382.Superseded values are not recommended for survey control.
 HU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0382.See file dsdata.txt to determine how the superseded data were derived.
 HU0382
 HU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH954564(NAD 83)
 HU0382_MARKER: DB = BENCH MARK DISK
 HU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0382_STAMPING: W 27 1962
 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 = MARCH  2, 2009
 HU2682 ***********************************************************************
 HU2682  DESIGNATION -  W 28 RESET
 HU2682  PID         -  HU2682
 HU2682  STATE/COUNTY-  DE/SUSSEX
 HU2682  USGS QUAD   -  FRANKFORD (1991)
 HU2682
 HU2682                         *CURRENT SURVEY CONTROL
 HU2682  ___________________________________________________________________
 HU2682* NAD 83(1986)-  38 33 23.     (N)    075 12 11.     (W)     SCALED    
 HU2682* NAVD 88     -         2.10   (meters)       6.9    (feet)  RESET     
 HU2682  ___________________________________________________________________
 HU2682  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU2682  VERT ORDER  -  THIRD
 HU2682
 HU2682.The horizontal coordinates were scaled from a topographic map and have
 HU2682.an estimated accuracy of +/- 6 seconds.
 HU2682
 HU2682.The orthometric height was computed from unverified reset data.
 HU2682.No vertical observational check was made to the station.
 HU2682
 HU2682.The geoid height was determined by GEOID03.
 HU2682
 HU2682;                    North         East    Units  Estimated Accuracy
 HU2682;SPC DE       -    61,780.      218,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2682.See file dsdata.txt to determine how the superseded data were derived.
 HU2682
 HU2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH823675(NAD 83)
 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 30, 1990
 HU2682
 HU2682  HISTORY     - Date     Condition        Report By
 HU2682  HISTORY     - 1990     MONUMENTED       NGS
 HU2682  HISTORY     - 19901030 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0205 ***********************************************************************
 HU0205  DESIGNATION -  W 29
 HU0205  PID         -  HU0205
 HU0205  STATE/COUNTY-  DE/SUSSEX
 HU0205  USGS QUAD   -  LEWES (1991)
 HU0205
 HU0205                         *CURRENT SURVEY CONTROL
 HU0205  ___________________________________________________________________
 HU0205* NAD 83(1986)-  38 47 03.     (N)    075 14 25.     (W)     SCALED    
 HU0205* NAVD 88     -         3.841  (meters)      12.60   (feet)  ADJUSTED  
 HU0205  ___________________________________________________________________
 HU0205  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU0205  DYNAMIC HT  -           3.838 (meters)      12.59  (feet)  COMP
 HU0205  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 HU0205
 HU0205  VERT ORDER  -  SECOND    CLASS 0
 HU0205
 HU0205.The horizontal coordinates were scaled from a topographic map and have
 HU0205.an estimated accuracy of +/- 6 seconds.
 HU0205
 HU0205.The orthometric height was determined by differential leveling
 HU0205.and adjusted in June 1991.
 HU0205
 HU0205.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0205
 HU0205  NGVD 29 (??/??/??)    4.079  (m)           13.38   (f) ADJUSTED    2 0
 HU0205
 HU0205.Superseded values are not recommended for survey control.
 HU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0205.See file dsdata.txt to determine how the superseded data were derived.
 HU0205
 HU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH791928(NAD 83)
 HU0205_MARKER: DB = BENCH MARK DISK
 HU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0205_STAMPING: W 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0206 ***********************************************************************
 HU0206  DESIGNATION -  W 29 RESET 1965 DEDHT
 HU0206  PID         -  HU0206
 HU0206  STATE/COUNTY-  DE/SUSSEX
 HU0206  USGS QUAD   -  LEWES (1991)
 HU0206
 HU0206                         *CURRENT SURVEY CONTROL
 HU0206  ___________________________________________________________________
 HU0206* NAD 83(1986)-  38 47 03.     (N)    075 14 25.     (W)     SCALED    
 HU0206* NAVD 88     -         4.11   (meters)      13.5    (feet)  RESET     
 HU0206  ___________________________________________________________________
 HU0206  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU0206  VERT ORDER  -  THIRD
 HU0206
 HU0206.The horizontal coordinates were scaled from a topographic map and have
 HU0206.an estimated accuracy of +/- 6 seconds.
 HU0206
 HU0206.The orthometric height was computed from unverified reset data.
 HU0206.No vertical observational check was made to the station.
 HU0206
 HU0206.The geoid height was determined by GEOID03.
 HU0206
 HU0206;                    North         East    Units  Estimated Accuracy
 HU0206;SPC DE       -    87,060.      215,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0206.See file dsdata.txt to determine how the superseded data were derived.
 HU0206
 HU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH791928(NAD 83)
 HU0206_MARKER: DB = BENCH MARK DISK
 HU0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0206_SP_SET: CONCRETE MONUMENT
 HU0206_STAMPING: W 29 RESET 1965
 HU0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0206
 HU0206  HISTORY     - Date     Condition        Report By
 HU0206  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0206  HISTORY     - 1981     GOOD             UDE
 HU0206  HISTORY     - 1984     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3753 ***********************************************************************
 JU3753  DESIGNATION -  W 3 ST 1959
 JU3753  PID         -  JU3753
 JU3753  STATE/COUNTY-  DE/NEW CASTLE
 JU3753  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3753
 JU3753                         *CURRENT SURVEY CONTROL
 JU3753  ___________________________________________________________________
 JU3753* NAD 83(1991)-  39 44 37.15631(N)    075 33 40.67435(W)     ADJUSTED  
 JU3753* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 JU3753  ___________________________________________________________________
 JU3753  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JU3753  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3753
 JU3753.The geoid height was determined by GEOID03.
 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  =   0.99963195
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3753.See file dsdata.txt to determine how the superseded data were derived.
 JU3753
 JU3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5190999457(NAD 83)
 JU3753_MARKER: DE = TRAVERSE STATION DISK
 JU3753_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3753+WITH SETTING: PAVEMENT
 JU3753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3753+STABILITY: SURFACE MOTION
 JU3753
 JU3753  HISTORY     - Date     Condition        Report By
 JU3753  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0751 ***********************************************************************
 HU0751  DESIGNATION -  W 33
 HU0751  PID         -  HU0751
 HU0751  STATE/COUNTY-  DE/SUSSEX
 HU0751  USGS QUAD   -  GREENWOOD (1992)
 HU0751
 HU0751                         *CURRENT SURVEY CONTROL
 HU0751  ___________________________________________________________________
 HU0751* NAD 83(1986)-  38 46 17.     (N)    075 36 00.     (W)     SCALED    
 HU0751* NAVD 88     -        13.170  (meters)      43.21   (feet)  ADJUSTED  
 HU0751  ___________________________________________________________________
 HU0751  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU0751  DYNAMIC HT  -          13.162 (meters)      43.18  (feet)  COMP
 HU0751  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 HU0751
 HU0751  VERT ORDER  -  FIRST     CLASS I
 HU0751
 HU0751.The horizontal coordinates were scaled from a topographic map and have
 HU0751.an estimated accuracy of +/- 6 seconds.
 HU0751
 HU0751.The orthometric height was determined by differential leveling
 HU0751.and adjusted in June 1991.
 HU0751
 HU0751.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0751
 HU0751  NGVD 29 (??/??/??)   13.417  (m)           44.02   (f) ADJUSTED    1 1
 HU0751
 HU0751.Superseded values are not recommended for survey control.
 HU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0751.See file dsdata.txt to determine how the superseded data were derived.
 HU0751
 HU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH478915(NAD 83)
 HU0751_MARKER: DB = BENCH MARK DISK
 HU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0751_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 JU1089 ***********************************************************************
 JU1089  DESIGNATION -  W 34
 JU1089  PID         -  JU1089
 JU1089  STATE/COUNTY-  DE/KENT
 JU1089  USGS QUAD   -  SMYRNA (1993)
 JU1089
 JU1089                         *CURRENT SURVEY CONTROL
 JU1089  ___________________________________________________________________
 JU1089* NAD 83(1986)-  39 15 48.     (N)    075 37 00.     (W)     SCALED    
 JU1089* NAVD 88     -        14.331  (meters)      47.02   (feet)  ADJUSTED  
 JU1089  ___________________________________________________________________
 JU1089  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU1089  DYNAMIC HT  -          14.323 (meters)      46.99  (feet)  COMP
 JU1089  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 JU1089
 JU1089  VERT ORDER  -  FIRST     CLASS I
 JU1089
 JU1089.The horizontal coordinates were scaled from a topographic map and have
 JU1089.an estimated accuracy of +/- 6 seconds.
 JU1089
 JU1089.The orthometric height was determined by differential leveling
 JU1089.and adjusted in June 1991.
 JU1089
 JU1089.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1089
 JU1089  NGVD 29 (??/??/??)   14.570  (m)           47.80   (f) ADJUSTED    1 1
 JU1089
 JU1089.Superseded values are not recommended for survey control.
 JU1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1089.See file dsdata.txt to determine how the superseded data were derived.
 JU1089
 JU1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ468461(NAD 83)
 JU1089_MARKER: DB = BENCH MARK DISK
 JU1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1089_STAMPING: W 34 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0034 ***********************************************************************
 HU0034  DESIGNATION -  W 35
 HU0034  PID         -  HU0034
 HU0034  STATE/COUNTY-  DE/KENT
 HU0034  USGS QUAD   -  MILFORD (1993)
 HU0034
 HU0034                         *CURRENT SURVEY CONTROL
 HU0034  ___________________________________________________________________
 HU0034* NAD 83(1986)-  38 55 40.     (N)    075 26 12.     (W)     SCALED    
 HU0034* NAVD 88     -        11.720  (meters)      38.45   (feet)  ADJUSTED  
 HU0034  ___________________________________________________________________
 HU0034  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 HU0034  DYNAMIC HT  -          11.713 (meters)      38.43  (feet)  COMP
 HU0034  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 HU0034
 HU0034  VERT ORDER  -  FIRST     CLASS I
 HU0034
 HU0034.The horizontal coordinates were scaled from a topographic map and have
 HU0034.an estimated accuracy of +/- 6 seconds.
 HU0034
 HU0034.The orthometric height was determined by differential leveling
 HU0034.and adjusted in June 1991.
 HU0034
 HU0034.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0034
 HU0034  NGVD 29 (??/??/??)   11.964  (m)           39.25   (f) ADJUSTED    1 1
 HU0034
 HU0034.Superseded values are not recommended for survey control.
 HU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0034.See file dsdata.txt to determine how the superseded data were derived.
 HU0034
 HU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ621088(NAD 83)
 HU0034_MARKER: DB = BENCH MARK DISK
 HU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0034_STAMPING: W 35 1963
 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 = MARCH  2, 2009
 JU2478 ***********************************************************************
 JU2478  DESIGNATION -  W 36 RESET 1976
 JU2478  PID         -  JU2478
 JU2478  STATE/COUNTY-  DE/KENT
 JU2478  USGS QUAD   -  LITTLE CREEK (1993)
 JU2478
 JU2478                         *CURRENT SURVEY CONTROL
 JU2478  ___________________________________________________________________
 JU2478* NAD 83(1986)-  39 09 59.     (N)    075 28 39.     (W)     SCALED    
 JU2478* NAVD 88     -         3.05   (+/-2cm)      10.0    (feet)  VERTCON   
 JU2478  ___________________________________________________________________
 JU2478  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU2478  VERT ORDER  -  THIRD (See Below)
 JU2478
 JU2478.The horizontal coordinates were scaled from a topographic map and have
 JU2478.an estimated accuracy of +/- 6 seconds.
 JU2478
 JU2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2478.The vertical order pertains to the NGVD 29 superseded value.
 JU2478
 JU2478.The geoid height was determined by GEOID03.
 JU2478
 JU2478;                    North         East    Units  Estimated Accuracy
 JU2478;SPC DE       -   129,480.      194,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2478.See file dsdata.txt to determine how the superseded data were derived.
 JU2478
 JU2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ587353(NAD 83)
 JU2478_MARKER: DB = BENCH MARK DISK
 JU2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2478_SP_SET: CONCRETE MONUMENT
 JU2478_STAMPING: W 36 RESET 1976
 JU2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2478+STABILITY: SURFACE MOTION
 JU2478
 JU2478  HISTORY     - Date     Condition        Report By
 JU2478  HISTORY     - 1976     MONUMENTED       NGS
 JU2478  HISTORY     - 19990820 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0030 ***********************************************************************
 HU0030  DESIGNATION -  W 37
 HU0030  PID         -  HU0030
 HU0030  STATE/COUNTY-  DE/KENT
 HU0030  USGS QUAD   -  MILFORD (1993)
 HU0030
 HU0030                         *CURRENT SURVEY CONTROL
 HU0030  ___________________________________________________________________
 HU0030* NAD 83(1986)-  38 55 07.24   (N)    075 28 27.04   (W)     HD_HELD1  
 HU0030* NAVD 88     -        11.300  (meters)      37.07   (feet)  ADJUSTED  
 HU0030  ___________________________________________________________________
 HU0030  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 HU0030  DYNAMIC HT  -          11.293 (meters)      37.05  (feet)  COMP
 HU0030  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 HU0030
 HU0030  VERT ORDER  -  FIRST     CLASS I
 HU0030
 HU0030.The horizontal coordinates were established by differentially corrected
 HU0030.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0030
 HU0030.The orthometric height was determined by differential leveling
 HU0030.and adjusted in June 1991.
 HU0030
 HU0030.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0030;SPC DE       -   101,979.1     195,012.3     MT  (+/- 3 meters HH1 GPS) 
 HU0030
 HU0030                          SUPERSEDED SURVEY CONTROL
 HU0030
 HU0030  NGVD 29 (??/??/??)   11.544  (m)           37.87   (f) ADJUSTED    1 1
 HU0030
 HU0030.Superseded values are not recommended for survey control.
 HU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0030.See file dsdata.txt to determine how the superseded data were derived.
 HU0030
 HU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5889307859(NAD 83)
 HU0030_MARKER: DB = BENCH MARK DISK
 HU0030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0030_SP_SET: 72 FEET
 HU0030_STAMPING: W 37 1963
 HU0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0030+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 HU0030
 HU0030  HISTORY     - Date     Condition        Report By
 HU0030  HISTORY     - 1963     MONUMENTED       CGS
 HU0030  HISTORY     - 20020615 GOOD             USPSQD
 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'L 38* 55.123'N
 HU0030'LO 075* 28.453'W
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1913 ***********************************************************************
 JU1913  DESIGNATION -  W 38
 JU1913  PID         -  JU1913
 JU1913  STATE/COUNTY-  DE/NEW CASTLE
 JU1913  USGS QUAD   -  NEWARK EAST (1993)
 JU1913
 JU1913                         *CURRENT SURVEY CONTROL
 JU1913  ___________________________________________________________________
 JU1913* NAD 83(1986)-  39 38 46.     (N)    075 37 53.     (W)     SCALED    
 JU1913* NAVD 88     -        14.530  (meters)      47.67   (feet)  ADJUSTED  
 JU1913  ___________________________________________________________________
 JU1913  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU1913  DYNAMIC HT  -          14.524 (meters)      47.65  (feet)  COMP
 JU1913  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 JU1913
 JU1913  VERT ORDER  -  FIRST     CLASS I
 JU1913
 JU1913.The horizontal coordinates were scaled from a topographic map and have
 JU1913.an estimated accuracy of +/- 6 seconds.
 JU1913
 JU1913.The orthometric height was determined by differential leveling
 JU1913.and adjusted in June 1991.
 JU1913
 JU1913.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1913
 JU1913  NGVD 29 (??/??/??)   14.775  (m)           48.47   (f) ADJUSTED    1 1
 JU1913
 JU1913.Superseded values are not recommended for survey control.
 JU1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1913.See file dsdata.txt to determine how the superseded data were derived.
 JU1913
 JU1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ458886(NAD 83)
 JU1913_MARKER: DB = BENCH MARK DISK
 JU1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1913_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1919 ***********************************************************************
 JU1919  DESIGNATION -  W 39
 JU1919  PID         -  JU1919
 JU1919  STATE/COUNTY-  DE/NEW CASTLE
 JU1919  USGS QUAD   -  SAINT GEORGES (1993)
 JU1919
 JU1919                         *CURRENT SURVEY CONTROL
 JU1919  ___________________________________________________________________
 JU1919* NAD 83(1986)-  39 36 29.     (N)    075 41 19.     (W)     SCALED    
 JU1919* NAVD 88     -        23.482  (meters)      77.04   (feet)  ADJUSTED  
 JU1919  ___________________________________________________________________
 JU1919  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU1919  DYNAMIC HT  -          23.471 (meters)      77.00  (feet)  COMP
 JU1919  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 JU1919
 JU1919  VERT ORDER  -  FIRST     CLASS I
 JU1919
 JU1919.The horizontal coordinates were scaled from a topographic map and have
 JU1919.an estimated accuracy of +/- 6 seconds.
 JU1919
 JU1919.The orthometric height was determined by differential leveling
 JU1919.and adjusted in June 1991.
 JU1919
 JU1919.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1919
 JU1919  NGVD 29 (??/??/??)   23.721  (m)           77.82   (f) ADJUSTED    1 1
 JU1919
 JU1919.Superseded values are not recommended for survey control.
 JU1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1919.See file dsdata.txt to determine how the superseded data were derived.
 JU1919
 JU1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ408844(NAD 83)
 JU1919_MARKER: DB = BENCH MARK DISK
 JU1919_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1919_SP_SET: 40 FEET
 JU1919_STAMPING: W 39 1963
 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 = MARCH  2, 2009
 HU0157 ***********************************************************************
 HU0157  DESIGNATION -  W 4
 HU0157  PID         -  HU0157
 HU0157  STATE/COUNTY-  DE/SUSSEX
 HU0157  USGS QUAD   -  MILLSBORO (1992)
 HU0157
 HU0157                         *CURRENT SURVEY CONTROL
 HU0157  ___________________________________________________________________
 HU0157* NAD 83(1986)-  38 34 11.     (N)    075 16 04.     (W)     SCALED    
 HU0157* NAVD 88     -         7.562  (meters)      24.81   (feet)  ADJUSTED  
 HU0157  ___________________________________________________________________
 HU0157  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 HU0157  DYNAMIC HT  -           7.557 (meters)      24.79  (feet)  COMP
 HU0157  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 HU0157
 HU0157  VERT ORDER  -  SECOND    CLASS 0
 HU0157
 HU0157.The horizontal coordinates were scaled from a topographic map and have
 HU0157.an estimated accuracy of +/- 6 seconds.
 HU0157
 HU0157.The orthometric height was determined by differential leveling
 HU0157.and adjusted in June 1991.
 HU0157
 HU0157.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0157
 HU0157  NGVD 29 (??/??/??)    7.803  (m)           25.60   (f) ADJUSTED    2 0
 HU0157
 HU0157.Superseded values are not recommended for survey control.
 HU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0157.See file dsdata.txt to determine how the superseded data were derived.
 HU0157
 HU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766690(NAD 83)
 HU0157_MARKER: DB = BENCH MARK DISK
 HU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0157_STAMPING: W 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3754 ***********************************************************************
 JU3754  DESIGNATION -  W 4 ST 1959
 JU3754  PID         -  JU3754
 JU3754  STATE/COUNTY-  DE/NEW CASTLE
 JU3754  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3754
 JU3754                         *CURRENT SURVEY CONTROL
 JU3754  ___________________________________________________________________
 JU3754* NAD 83(1991)-  39 44 39.21013(N)    075 33 39.27882(W)     ADJUSTED  
 JU3754* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 JU3754  ___________________________________________________________________
 JU3754  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JU3754  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3754
 JU3754.The geoid height was determined by GEOID03.
 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       -   1.00000270  x   0.99999688  =   0.99999958
 JU3754!UTM  18      -   1.00000270  x   0.99962843  =   0.99963113
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3754.See file dsdata.txt to determine how the superseded data were derived.
 JU3754
 JU3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5194399520(NAD 83)
 JU3754_MARKER: DE = TRAVERSE STATION DISK
 JU3754_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3754+WITH SETTING: PAVEMENT
 JU3754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3754+STABILITY: SURFACE MOTION
 JU3754
 JU3754  HISTORY     - Date     Condition        Report By
 JU3754  HISTORY     - 1959     MONUMENTED       CGS
 JU3754  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3755 ***********************************************************************
 JU3755  DESIGNATION -  W 5 ST 1959
 JU3755  PID         -  JU3755
 JU3755  STATE/COUNTY-  DE/NEW CASTLE
 JU3755  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3755
 JU3755                         *CURRENT SURVEY CONTROL
 JU3755  ___________________________________________________________________
 JU3755* NAD 83(1991)-  39 44 42.00011(N)    075 33 37.38087(W)     ADJUSTED  
 JU3755* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 JU3755  ___________________________________________________________________
 JU3755  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JU3755  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3755
 JU3755.The geoid height was determined by GEOID03.
 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       -   1.00000160  x   0.99999687  =   0.99999847
 JU3755!UTM  18      -   1.00000160  x   0.99962838  =   0.99962998
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3755.See file dsdata.txt to determine how the superseded data were derived.
 JU3755
 JU3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5198899605(NAD 83)
 JU3755_MARKER: DE = TRAVERSE STATION DISK
 JU3755_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3755+WITH SETTING: PAVEMENT
 JU3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3755+STABILITY: SURFACE MOTION
 JU3755
 JU3755  HISTORY     - Date     Condition        Report By
 JU3755  HISTORY     - 1959     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3756 ***********************************************************************
 JU3756  DESIGNATION -  W 7 ST 1959
 JU3756  PID         -  JU3756
 JU3756  STATE/COUNTY-  DE/NEW CASTLE
 JU3756  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3756
 JU3756                         *CURRENT SURVEY CONTROL
 JU3756  ___________________________________________________________________
 JU3756* NAD 83(1991)-  39 44 47.38189(N)    075 33 33.71884(W)     ADJUSTED  
 JU3756* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 JU3756  ___________________________________________________________________
 JU3756  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JU3756  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3756
 JU3756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3756.See file dsdata.txt to determine how the superseded data were derived.
 JU3756
 JU3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5207699771(NAD 83)
 JU3756_MARKER: DE = TRAVERSE STATION DISK
 JU3756_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU3756+WITH SETTING: PAVEMENT
 JU3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3756+STABILITY: SURFACE MOTION
 JU3756
 JU3756  HISTORY     - Date     Condition        Report By
 JU3756  HISTORY     - 1959     MONUMENTED       CGS
 JU3756  HISTORY     - 20040114 MARK NOT FOUND   URS
 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
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0983 ***********************************************************************
 HU0983  DESIGNATION -  W 9
 HU0983  PID         -  HU0983
 HU0983  STATE/COUNTY-  DE/SUSSEX
 HU0983  USGS QUAD   -  SHARPTOWN (1992)
 HU0983
 HU0983                         *CURRENT SURVEY CONTROL
 HU0983  ___________________________________________________________________
 HU0983* NAD 83(1986)-  38 31 10.     (N)    075 40 27.     (W)     SCALED    
 HU0983* NAVD 88     -        11.992  (meters)      39.34   (feet)  ADJUSTED  
 HU0983  ___________________________________________________________________
 HU0983  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 HU0983  DYNAMIC HT  -          11.984 (meters)      39.32  (feet)  COMP
 HU0983  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 HU0983
 HU0983  VERT ORDER  -  SECOND    CLASS 0
 HU0983
 HU0983.The horizontal coordinates were scaled from a topographic map and have
 HU0983.an estimated accuracy of +/- 6 seconds.
 HU0983
 HU0983.The orthometric height was determined by differential leveling
 HU0983.and adjusted in June 1991.
 HU0983
 HU0983.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0983
 HU0983  NGVD 29 (??/??/??)   12.238  (m)           40.15   (f) ADJUSTED    2 0
 HU0983
 HU0983.Superseded values are not recommended for survey control.
 HU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0983.See file dsdata.txt to determine how the superseded data were derived.
 HU0983
 HU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH412636(NAD 83)
 HU0983_MARKER: DB = BENCH MARK DISK
 HU0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0983_SP_SET: CULVERT
 HU0983_STAMPING: W 9 1942
 HU0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3967 ***********************************************************************
 JU3967  DESIGNATION -  WALNUT=DISBAND
 JU3967  PID         -  JU3967
 JU3967  STATE/COUNTY-  DE/NEW CASTLE
 JU3967  USGS QUAD   -  WEST GROVE (1973)
 JU3967
 JU3967                         *CURRENT SURVEY CONTROL
 JU3967  ___________________________________________________________________
 JU3967* NAD 83(1991)-  39 45 10.51339(N)    075 45 08.79387(W)     ADJUSTED  
 JU3967* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 JU3967  ___________________________________________________________________
 JU3967  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JU3967  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3967
 JU3967.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 JU3967.Superseded values are not recommended for survey control.
 JU3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3967.See file dsdata.txt to determine how the superseded data were derived.
 JU3967
 JU3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3554000605(NAD 83)
 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 = MARCH  2, 2009
 JU3746 ***********************************************************************
 JU3746  DESIGNATION -  WAR MEMORIAL
 JU3746  PID         -  JU3746
 JU3746  STATE/COUNTY-  DE/NEW CASTLE
 JU3746  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3746
 JU3746                         *CURRENT SURVEY CONTROL
 JU3746  ___________________________________________________________________
 JU3746* NAD 83(1991)-  39 41 41.03344(N)    075 33 05.23611(W)     ADJUSTED  
 JU3746* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 JU3746  ___________________________________________________________________
 JU3746  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JU3746  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU3746  HORZ ORDER  -  SECOND
 JU3746  VERT ORDER  -  THIRD ? (See Below)
 JU3746
 JU3746.The horizontal coordinates were established by classical geodetic methods
 JU3746.and adjusted by the National Geodetic Survey in January 1992.
 JU3746
 JU3746.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3746.The vertical order pertains to the NGVD 29 superseded value.
 JU3746
 JU3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3746
 JU3746.The geoid height was determined by GEOID03.
 JU3746
 JU3746;                    North         East     Units Scale Factor Converg.
 JU3746;SPC DE       -   188,144.276   188,438.914   MT  0.99999664   -0 05 09.9
 JU3746;SPC DE       -   617,270.01    618,236.67   sFT  0.99999664   -0 05 09.9
 JU3746;SPC NJ       -    96,151.838    59,821.773   MT  1.00000009   -0 40 17.8
 JU3746;SPC NJ       -   315,458.16    196,265.27   sFT  1.00000009   -0 40 17.8
 JU3746;UTM  18      - 4,394,021.624   452,718.933   MT  0.99962752   -0 21 08.0
 JU3746
 JU3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3746!SPC DE       -   1.00000331  x   0.99999664  =   0.99999995
 JU3746!SPC NJ       -   1.00000331  x   1.00000009  =   1.00000340
 JU3746!UTM  18      -   1.00000331  x   0.99962752  =   0.99963083
 JU3746
 JU3746:                Primary Azimuth Mark                     Grid Az
 JU3746:SPC DE       -  WILMINGTON ATLAS POWDER N TANK           099 28 56.7
 JU3746:SPC NJ       -  WILMINGTON ATLAS POWDER N TANK           100 04 04.6
 JU3746:UTM  18      -  WILMINGTON ATLAS POWDER N TANK           099 44 54.8
 JU3746
 JU3746|---------------------------------------------------------------------|
 JU3746| PID    Reference Object                     Distance      Geod. Az  |
 JU3746|                                                           dddmmss.s |
 JU3746| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 0.9 KM 0992346.8 |
 JU3746| JU2129 WAR MEMORIAL RM 1                     9.105 METERS 10128     |
 JU3746| JU1712 WAR MEMORIAL 2                       68.726 METERS 11145     |
 JU3746| CB3170 WAR MEMORIAL RM 3                    19.462 METERS 25020     |
 JU3746| JU2128 WAR MEMORIAL RM 2                     8.978 METERS 25028     |
 JU3746| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 2.2 KM 2802147.5 |
 JU3746| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 2.1 KM 3103102.3 |
 JU3746| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 2.1 KM 3105457.7 |
 JU3746|---------------------------------------------------------------------|
 JU3746
 JU3746                          SUPERSEDED SURVEY CONTROL
 JU3746
 JU3746  NAD 83(1986)-  39 41 41.02805(N)    075 33 05.24233(W) AD(       ) 2
 JU3746  NAD 27      -  39 41 40.62010(N)    075 33 06.51960(W) AD(       ) 2
 JU3746  NGVD 29 (07/19/86)   12.24   (m)           40.2    (f) LEVELING    3  
 JU3746
 JU3746.Superseded values are not recommended for survey control.
 JU3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3746.See file dsdata.txt to determine how the superseded data were derived.
 JU3746
 JU3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5271994022(NAD 83)
 JU3746_MARKER: DS = TRIANGULATION STATION DISK
 JU3746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3746
 JU3746  HISTORY     - Date     Condition        Report By
 JU3746  HISTORY     - 1958     MONUMENTED       CGS
 JU3746  HISTORY     - 1961     GOOD             CGS
 JU3746  HISTORY     - 1964     GOOD             CGS
 JU3746  HISTORY     - 1965     GOOD             CGS
 JU3746
 JU3746                          STATION DESCRIPTION
 JU3746
 JU3746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3746'STATION IS LOCATED ON A HIGH BANK ALONG THE SOUTH SIDE OF
 JU3746'U.S. HIGHWAY NO. 40 NEAR THE TOLL HOUSE OF THE DELAWARE
 JU3746'MEMORIAL BRIDGE, ABOUT 100 YARDS SOUTHWEST OF THE SOUTHWEST
 JU3746'CORNER OF TRUCK REST AND PARKING AREA AND JUST WEST OF THE
 JU3746'DELAWARE-NEW JERSEY WAR MEMORIAL FOR VETERANS.  STATION IS 55
 JU3746'PACES WEST OF FLAG POLE, 11-1/2 FEET NORTHEAST OF A FENCE
 JU3746'BRACE POST AND 5 FEET NORTH OF A CHAIN LINK FENCE AND WITNESS
 JU3746'POST.  THE MARK IS A STANDARD STATION DISK SET IN A 12X12 INCH
 JU3746'CONCRETE MONUMENT, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 JU3746'STAMPED WAR MEMORIAL 1958.
 JU3746'
 JU3746'REFERENCE MARK NO. 1 IS 36 FEET SOUTHWEST OF AN 8 INCH OAK
 JU3746'TREE, 28 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF
 JU3746'FENCELINE.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU3746'12X12 INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND THE DISK
 JU3746'IS STAMPED WAR MEMORIAL NO 1 1958.
 JU3746'
 JU3746'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF A FENCE BRACE
 JU3746'POST, 6 FEET SOUTHWEST OF A SMALL TREE AND 1 FOOT NORTHWEST
 JU3746'OF FENCELINE.  THE MARK IS A STANDARD DISK SET IN A 12X12 INCH
 JU3746'CONCRETE MONUMENT, PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU3746'WAR MEMORIAL NO 2 1958.
 JU3746'
 JU3746'TO REACH FROM TOLL HOUSE OF THE DELAWARE MEMORIAL BRIDGE,
 JU3746'PACK SOUTHWESTERLY ACROSS PARK AREA FOR ABOUT 300 YARDS TO TOP
 JU3746'OF HILL AND STATION ALONG FENCELINE AS DESCRIBED.
 JU3746'
 JU3746'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3746
 JU3746                          STATION RECOVERY (1961)
 JU3746
 JU3746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3746'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JU3746'GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS MOVED TO ANOTHER
 JU3746'LOCATION DUE TO A PIPE LINE BEING CONSTRUCTED WHERE THE
 JU3746'REFERENCE MARK WAS ESTABLISHED.  THE SAME MONUMENT AND DISK
 JU3746'WAS USED.  REFERENCE MARK 2, IS A STANDARD DISK STAMPED WAR
 JU3746'MEMORIAL NO 3 1958 1961, SET IN TOP OF A SQUARE CONCRETE
 JU3746'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 JU3746'SURFACE.  IT IS 1.4 FEET NORTH OF THE EAST AND WEST FENCE
 JU3746'LINE, 63.9 FEET WEST OF A STANDARD METAL WITNESS POST AND
 JU3746'MARKER AND DESCRIBED BY NOTE 11A.
 JU3746
 JU3746                          STATION RECOVERY (1964)
 JU3746
 JU3746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JS)
 JU3746'STATION, REFERENCE MARKS NO. 1 AND 2 RECOVERED AS DESCRIBED,
 JU3746'IN GOOD CONDITION.
 JU3746'
 JU3746'STATION MARK AND BOTH REFERENCE MARKS WILL BE DESTROYED
 JU3746'WITHIN 30 DAYS BY GRADING OPERATIONS.
 JU3746'
 JU3746'STATION WAR MEMORIAL 2, 1964 AND REFERENCE MARKS NO. 3 AND
 JU3746'NO. 4 WERE LOCATED TO REPLACE WAR MEMORIAL, 1958 AND R.M. 1
 JU3746'AND R.M. 2.
 JU3746
 JU3746                          STATION RECOVERY (1965)
 JU3746
 JU3746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3746'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU3746'DESCRIBED AND FOUND IN GOOD CONDITION.
 JU3746'
 JU3746'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1712 ***********************************************************************
 JU1712  DESIGNATION -  WAR MEMORIAL 2
 JU1712  PID         -  JU1712
 JU1712  STATE/COUNTY-  DE/NEW CASTLE
 JU1712  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1712
 JU1712                         *CURRENT SURVEY CONTROL
 JU1712  ___________________________________________________________________
 JU1712* NAD 83(1991)-  39 41 40.20773(N)    075 33 02.55691(W)     ADJUSTED  
 JU1712* NAVD 88     -         9.993  (meters)      32.79   (feet)  ADJUSTED  
 JU1712  ___________________________________________________________________
 JU1712  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JU1712  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1712  DYNAMIC HT  -           9.989 (meters)      32.77  (feet)  COMP
 JU1712  MODELED GRAV-     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
 JU1712.and adjusted in June 1991.
 JU1712
 JU1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1712
 JU1712.The geoid height was determined by GEOID03.
 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;                    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       -   1.00000361  x   0.99999663  =   1.00000024
 JU1712!SPC NJ       -   1.00000361  x   0.99999995  =   1.00000356
 JU1712!UTM  18      -   1.00000361  x   0.99962745  =   0.99963106
 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| JU3746 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 (01/10/92)   10.248  (m)           33.62   (f) ADJUSTED    1 2
 JU1712
 JU1712.Superseded values are not recommended for survey control.
 JU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1712.See file dsdata.txt to determine how the superseded data were derived.
 JU1712
 JU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5278393996(NAD 83)
 JU1712_MARKER: DE = TRAVERSE STATION DISK
 JU1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1712_SP_SET: CURB
 JU1712_STAMPING: WAR MEMORIAL 2 1964
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1713 ***********************************************************************
 JU1713  DESIGNATION -  WAR MEMORIAL 2 RM 3
 JU1713  PID         -  JU1713
 JU1713  STATE/COUNTY-  DE/NEW CASTLE
 JU1713  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1713
 JU1713                         *CURRENT SURVEY CONTROL
 JU1713  ___________________________________________________________________
 JU1713* NAD 83(1986)-  39 41 40.     (N)    075 33 02.     (W)     SCALED    
 JU1713* NAVD 88     -        10.321  (meters)      33.86   (feet)  ADJUSTED  
 JU1713  ___________________________________________________________________
 JU1713  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1713  DYNAMIC HT  -          10.317 (meters)      33.85  (feet)  COMP
 JU1713  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 JU1713
 JU1713  VERT ORDER  -  FIRST     CLASS II
 JU1713
 JU1713.The horizontal coordinates were scaled from a topographic map and have
 JU1713.an estimated accuracy of +/- 6 seconds.
 JU1713
 JU1713.The orthometric height was determined by differential leveling
 JU1713.and adjusted in June 1991.
 JU1713
 JU1713.The geoid height was determined by GEOID03.
 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       -   188,110.      188,520.      MT  (+/- 180 meters Scaled)
 JU1713
 JU1713                          SUPERSEDED SURVEY CONTROL
 JU1713
 JU1713  NGVD 29 (01/10/92)   10.575  (m)           34.69   (f) ADJUSTED    1 2
 JU1713
 JU1713.Superseded values are not recommended for survey control.
 JU1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1713.See file dsdata.txt to determine how the superseded data were derived.
 JU1713
 JU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ527939(NAD 83)
 JU1713_MARKER: DR = REFERENCE MARK DISK
 JU1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2200 ***********************************************************************
 JU2200  DESIGNATION -  WAR MEMORIAL 2 RM 5
 JU2200  PID         -  JU2200
 JU2200  STATE/COUNTY-  DE/NEW CASTLE
 JU2200  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2200
 JU2200                         *CURRENT SURVEY CONTROL
 JU2200  ___________________________________________________________________
 JU2200* NAD 83(1986)-  39 41 40.     (N)    075 33 02.     (W)     SCALED    
 JU2200* NAVD 88     -        10.027  (meters)      32.90   (feet)  ADJUSTED  
 JU2200  ___________________________________________________________________
 JU2200  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU2200  DYNAMIC HT  -          10.022 (meters)      32.88  (feet)  COMP
 JU2200  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 JU2200
 JU2200  VERT ORDER  -  FIRST     CLASS II
 JU2200
 JU2200.The horizontal coordinates were scaled from a topographic map and have
 JU2200.an estimated accuracy of +/- 6 seconds.
 JU2200
 JU2200.The orthometric height was determined by differential leveling
 JU2200.and adjusted in June 1991.
 JU2200
 JU2200.The geoid height was determined by GEOID03.
 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       -   188,110.      188,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2200.See file dsdata.txt to determine how the superseded data were derived.
 JU2200
 JU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ527939(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3904 ***********************************************************************
 JU3904  DESIGNATION -  WARREN
 JU3904  PID         -  JU3904
 JU3904  STATE/COUNTY-  DE/NEW CASTLE
 JU3904  USGS QUAD   -  ELKTON (1992)
 JU3904
 JU3904                         *CURRENT SURVEY CONTROL
 JU3904  ___________________________________________________________________
 JU3904* NAD 83(1991)-  39 32 46.30701(N)    075 46 47.54346(W)     ADJUSTED  
 JU3904* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 JU3904  ___________________________________________________________________
 JU3904  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 JU3904  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3904
 JU3904.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 JU3904
 JU3904.Superseded values are not recommended for survey control.
 JU3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3904.See file dsdata.txt to determine how the superseded data were derived.
 JU3904
 JU3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3299177682(NAD 83)
 JU3904_MARKER: DS = TRIANGULATION STATION DISK
 JU3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 HU1370 ***********************************************************************
 HU1370  DESIGNATION -  WARRINGTON
 HU1370  PID         -  HU1370
 HU1370  STATE/COUNTY-  DE/SUSSEX
 HU1370  USGS QUAD   -  REHOBOTH BEACH (1991)
 HU1370
 HU1370                         *CURRENT SURVEY CONTROL
 HU1370  ___________________________________________________________________
 HU1370* NAD 83(1991)-  38 41 06.59526(N)    075 07 05.97401(W)     ADJUSTED  
 HU1370* NAVD 88     -         0.6    (meters)       2.     (feet)  VERTCON   
 HU1370  ___________________________________________________________________
 HU1370  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HU1370  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1370
 HU1370.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1370
 HU1370.Superseded values are not recommended for survey control.
 HU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1370.See file dsdata.txt to determine how the superseded data were derived.
 HU1370
 HU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8970981847(NAD 83)
 HU1370_MARKER: DS = TRIANGULATION STATION DISK
 HU1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3837 ***********************************************************************
 JU3837  DESIGNATION -  WASHINGTON NY AWY BCN 64
 JU3837  PID         -  JU3837
 JU3837  STATE/COUNTY-  DE/NEW CASTLE
 JU3837  USGS QUAD   -  NEWARK WEST (1992)
 JU3837
 JU3837                         *CURRENT SURVEY CONTROL
 JU3837  ___________________________________________________________________
 JU3837* NAD 83(1991)-  39 38 18.35306(N)    075 45 09.22943(W)     ADJUSTED  
 JU3837* NAVD 88     -              **(meters)            **(feet)            
 JU3837  ___________________________________________________________________
 JU3837  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JU3837  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU3837  HORZ ORDER  -  THIRD
 JU3837
 JU3837.The horizontal coordinates were established by classical geodetic methods
 JU3837.and adjusted by the National Geodetic Survey in January 1992.
 JU3837
 JU3837
 JU3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3837
 JU3837.The geoid height was determined by GEOID03.
 JU3837
 JU3837;                    North         East     Units Scale Factor Converg.
 JU3837;SPC DE       -   181,938.640   171,165.855   MT  1.00000523   -0 12 51.4
 JU3837;SPC DE       -   596,910.35    561,566.64   sFT  1.00000523   -0 12 51.4
 JU3837;SPC MD       -   219,616.454   507,083.879   MT  1.00003840   +0 46 58.6
 JU3837;SPC MD       -   720,524.98  1,663,657.69   sFT  1.00003840   +0 46 58.6
 JU3837;UTM  18      - 4,387,898.453   435,423.507   MT  0.99965134   -0 28 48.4
 JU3837
 JU3837                          SUPERSEDED SURVEY CONTROL
 JU3837
 JU3837  NAD 83(1986)-  39 38 18.34715(N)    075 45 09.23644(W) AD(       ) 4
 JU3837  NAD 27      -  39 38 17.95200(N)    075 45 10.48300(W) AD(       ) 3
 JU3837
 JU3837.Superseded values are not recommended for survey control.
 JU3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3837.See file dsdata.txt to determine how the superseded data were derived.
 JU3837
 JU3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3542487898(NAD 83)
 JU3837_MARKER: 22 = AIRWAY BEACON
 JU3837
 JU3837  HISTORY     - Date     Condition        Report By
 JU3837  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3837  HISTORY     - 1946     GOOD             CGS
 JU3837
 JU3837                          STATION DESCRIPTION
 JU3837
 JU3837'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3837'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU2577 ***********************************************************************
 JU2577  DESIGNATION -  WEISNER
 JU2577  PID         -  JU2577
 JU2577  STATE/COUNTY-  DE/NEW CASTLE
 JU2577  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2577
 JU2577                         *CURRENT SURVEY CONTROL
 JU2577  ___________________________________________________________________
 JU2577* NAD 83(1991)-  39 37 35.45803(N)    075 34 16.41204(W)     ADJUSTED  
 JU2577* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 JU2577  ___________________________________________________________________
 JU2577  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 JU2577  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU2577  HORZ ORDER  -  THIRD
 JU2577
 JU2577.The horizontal coordinates were established by classical geodetic methods
 JU2577.and adjusted by the National Geodetic Survey in January 1992.
 JU2577
 JU2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2577
 JU2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2577
 JU2577.The geoid height was determined by GEOID03.
 JU2577
 JU2577;                    North         East     Units Scale Factor Converg.
 JU2577;SPC DE       -   180,573.217   186,730.058   MT  0.99999717   -0 05 54.9
 JU2577;SPC DE       -   592,430.63    612,630.20   sFT  0.99999717   -0 05 54.9
 JU2577;SPC NJ       -    88,598.585    58,035.683   MT  1.00000409   -0 40 59.7
 JU2577;SPC NJ       -   290,677.19    190,405.40   sFT  1.00000409   -0 40 59.7
 JU2577;UTM  18      - 4,386,461.364   450,975.597   MT  0.99962959   -0 21 51.6
 JU2577
 JU2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2577!SPC DE       -   1.00000503  x   0.99999717  =   1.00000220
 JU2577!SPC NJ       -   1.00000503  x   1.00000409  =   1.00000912
 JU2577!UTM  18      -   1.00000503  x   0.99962959  =   0.99963462
 JU2577
 JU2577                          SUPERSEDED SURVEY CONTROL
 JU2577
 JU2577  NAD 83(1986)-  39 37 35.45149(N)    075 34 16.41919(W) AD(       ) 3
 JU2577  NGVD 29 (06/08/88)    1.4    (m)            5.     (f) VERT ANG    3  
 JU2577
 JU2577.Superseded values are not recommended for survey control.
 JU2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2577.See file dsdata.txt to determine how the superseded data were derived.
 JU2577
 JU2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5097686461(NAD 83)
 JU2577_MARKER: DD = SURVEY DISK
 JU2577_SETTING: 80 = SET IN A BOULDER
 JU2577_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JU2577_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2577+STABILITY: SURFACE MOTION
 JU2577
 JU2577  HISTORY     - Date     Condition        Report By
 JU2577  HISTORY     - 1984     MONUMENTED       NOS
 JU2577
 JU2577                          STATION DESCRIPTION
 JU2577
 JU2577'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2577'THE STATION IS LOCATED ON THE WESTERN POINT OF LAND ON
 JU2577'KILLCOHOOK NATIONAL WILDLIFE REFUGE.
 JU2577'
 JU2577'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY STREET
 JU2577'AND FORT MOTT ROAD IN PENNS BEACH, GO SOUTH ON FORT MOTT ROAD
 JU2577'TO THE JUNCTION OF LEHIGH ROAD ON THE RIGHT AT THE
 JU2577'INTERSECTION OF LIGHTHOUSE, LEHIGH, AAND FORT MOTT
 JU2577'ROADS.
 JU2577'
 JU2577'THE STATION IS A STANDARD NOS DISK
 JU2577'STAMPED---WEISNER 1982---,
 JU2577'SET INTO THE TOP OF A BOULDER ON THE NORTH SIDE OF THE WOODEN
 JU2577'DOCK AT THE WESTERNMOST POINT OF LAND IN THE WILDLIFE REFUGE.
 JU2577'
 JU2577'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.69 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3816 ***********************************************************************
 JU3816  DESIGNATION -  WELSH
 JU3816  PID         -  JU3816
 JU3816  STATE/COUNTY-  DE/NEW CASTLE
 JU3816  USGS QUAD   -  NEWARK EAST (1993)
 JU3816
 JU3816                         *CURRENT SURVEY CONTROL
 JU3816  ___________________________________________________________________
 JU3816* NAD 83(1991)-  39 39 04.04777(N)    075 44 56.76896(W)     ADJUSTED  
 JU3816* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU3816  ___________________________________________________________________
 JU3816  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JU3816  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU3816  HORZ ORDER  -  SECOND
 JU3816
 JU3816.The horizontal coordinates were established by classical geodetic methods
 JU3816.and adjusted by the National Geodetic Survey in January 1992.
 JU3816
 JU3816.The orthometric height was scaled from a topographic map.
 JU3816
 JU3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3816
 JU3816.The geoid height was determined by GEOID03.
 JU3816
 JU3816;                    North         East     Units Scale Factor Converg.
 JU3816;SPC DE       -   183,346.805   171,468.194   MT  1.00000502   -0 12 43.7
 JU3816;SPC DE       -   601,530.31    562,558.57   sFT  1.00000502   -0 12 43.7
 JU3816;SPC MD       -   221,029.717   507,361.674   MT  1.00004138   +0 47 06.4
 JU3816;SPC MD       -   725,161.66  1,664,569.09   sFT  1.00004138   +0 47 06.4
 JU3816;SPC PA S     -    37,231.731   771,725.669   MT  1.00005611   +1 17 53.4
 JU3816;SPC PA S     -   122,151.10  2,531,903.30   sFT  1.00005611   +1 17 53.4
 JU3816;UTM  18      - 4,389,304.702   435,732.267   MT  0.99965085   -0 28 40.9
 JU3816
 JU3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3816!SPC DE       -   1.00000194  x   1.00000502  =   1.00000696
 JU3816!SPC MD       -   1.00000194  x   1.00004138  =   1.00004332
 JU3816!SPC PA S     -   1.00000194  x   1.00005611  =   1.00005805
 JU3816!UTM  18      -   1.00000194  x   0.99965085  =   0.99965279
 JU3816
 JU3816|---------------------------------------------------------------------|
 JU3816| PID    Reference Object                     Distance      Geod. Az  |
 JU3816|                                                           dddmmss.s |
 JU3816| JU2117 WELSH RM 1                           23.390 METERS 15239     |
 JU3816| JU1664 WELSH AZ MK                                        1530911.8 |
 JU3816| JU1663 WELSH 2                              23.278 METERS 25030     |
 JU3816| JU1665 WELSH AZ MK RESET 1962                             33053     |
 JU3816| JU3834 NEWARK CHRYSLER LARGER TANK         APPROX. 1.7 KM 3322001.6 |
 JU3816| CB3183 WELSH RM 2                           24.404 METERS 33550     |
 JU3816| JU3835 NEWARK CHRYSLER SMALLER TANK        APPROX. 2.0 KM 3460452.0 |
 JU3816|---------------------------------------------------------------------|
 JU3816
 JU3816                          SUPERSEDED SURVEY CONTROL
 JU3816
 JU3816  NAD 83(1986)-  39 39 04.04197(N)    075 44 56.77530(W) AD(       ) 2
 JU3816  NAD 27      -  39 39 03.64850(N)    075 44 58.02190(W) AD(       ) 2
 JU3816
 JU3816.Superseded values are not recommended for survey control.
 JU3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3816.See file dsdata.txt to determine how the superseded data were derived.
 JU3816
 JU3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3573289305(NAD 83)
 JU3816_MARKER: DS = TRIANGULATION STATION DISK
 JU3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3816
 JU3816  HISTORY     - Date     Condition        Report By
 JU3816  HISTORY     - 1958     MONUMENTED       CGS
 JU3816  HISTORY     - 1962     GOOD             CGS
 JU3816  HISTORY     - 1964     GOOD             CGS
 JU3816  HISTORY     - 1976     GOOD             LOCENG
 JU3816  HISTORY     - 1981     MARK NOT FOUND   DEDHT
 JU3816
 JU3816                          STATION DESCRIPTION
 JU3816
 JU3816'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3816'STATION IS LOCATED ABOUT 2 MILES SOUTH OF NEWARK, DELAWARE
 JU3816'AND ABOUT 3 MILES NORTH OF GLASGOW, DELAWARE AND ABOUT 0.75
 JU3816'MILE SOUTH OF THE UNIVERSITY OF DELAWARE STADIUM.  IT IS 8
 JU3816'FEET SOUTHWEST OF WITNESS MARKER, 8 FEET SOUTHWEST OF
 JU3816'FENCELINE, 31-1/2 FEET NORTHEAST OF CENTERLINE OF ROAD, 31
 JU3816'FEET NORTH OF CULBERT, AND 31 FEET SOUTH OF ROTARY INTERNATIONAL
 JU3816'SIGN.  THE MARK IS A STANDARD TRIANGULATION STATION DISK SET
 JU3816'IN A 10 BY 10 INCH CONCRETE MONUMENT.  FLUSH WITH THE GROUND
 JU3816'AND THE DISK IS STAMPED WELSH 1958.
 JU3816'
 JU3816'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF FENCELINE, 39
 JU3816'FEET NORTHEAST OF CENTERLINE OF ROAD, AND 49 FEET NORTHWEST
 JU3816'OF ROTARY INTERNATIONAL SIGN.  THE MARK IS A STANDARD
 JU3816'REFERENCE MARK DISK SET IN A 10 BY 10 INCH CONCRETE
 JU3816'MONUMENT.  SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU3816'WELSH NO 2 1958.
 JU3816'
 JU3816'REFERENCE MARK NO. 1 IS 11 FEET SOUTHWEST OF FENCELINE, 29
 JU3816'FEET NORTHEAST OF THE CENTERLINE OF ROAD, 29 FEET
 JU3816'SOUTH-SOUTHWEST OF CULBERT, AND 44 FEET NORTH-NORTHEAST OF
 JU3816'CULBERT.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 JU3816'A 10 BY 10 INCH CONCRETE MONUMENT.  PROJECTS 2 INCHES AND THE
 JU3816'DISK IS STAMPED WELSH NO 1 1958.
 JU3816'
 JU3816'AZIMUTH MARK IS 19 FEET SOUTH-SOUTHEAST OF POWERLINE POLE
 JU3816'NO. 81, 21 FEET WEST-NORTHWEST OF THE CENTERLINE OF ROAD,
 JU3816'AND 1-1/2 FEET NORTH OF WITNESS MARKER.  THE MARK IS A
 JU3816'STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN A 10 BY 10
 JU3816'INCH CONCRETE MONUMENT.  SET FLUSH WITH THE GROUND AND THE
 JU3816'DISK IS STAMPED WELSH 1958.
 JU3816'
 JU3816'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 40 AND STATE
 JU3816'HIGHWAY NO. 896 IN GLASGOW, GO NORTH ON STATE HIGHWAY NO. 896
 JU3816'FOR 2.0 MILES TO CROSSROADS AT CAUTION LIGHT, CONTINUE STRAIGHT
 JU3816'AHEAD FOR 0.85 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT
 JU3816'AHEAD FOR 0.20 MILE TO STATION ON RIGHT AS DESCRIBED.
 JU3816'
 JU3816'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3816
 JU3816                          STATION RECOVERY (1962)
 JU3816
 JU3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JS)
 JU3816'STATION, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK
 JU3816'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 JU3816'IN THE WAY OF NEW ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 JU3816'ESTABLISHED ABOUT 0.5 MILE NORTH OF THE OLD AZIMUTH MARK.  A
 JU3816'NEW DESCRIPTION FOLLOWS.
 JU3816'
 JU3816'AZIMUTH MARK IS ON THE PROPERTY OF THE HUMBLE OIL CO. (ESSO)
 JU3816'AT THE NORTHWEST CORNER OF S. COLLEGE AVE. (STATE HIGHWAY 896)
 JU3816'AND PLYMOUTH DRIVE, 88.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JU3816'OF THE ESSO STATION, 23.7 FEET WEST OF ESSO SIGN, 28.5 FEET
 JU3816'WEST OF FIREPLUG, 81.0 FEET SOUTHWEST OF THE INTERSECTION OF
 JU3816'S. COLLEGE AVE. AND PLYMOUTH DRIVE, 85.0 FEET NORTH OF A SMALL
 JU3816'BRICK SHED.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN
 JU3816'A 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND STAMPED
 JU3816'WELSH 1958 RESET 1962.
 JU3816
 JU3816                          STATION RECOVERY (1964)
 JU3816
 JU3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JU3816'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JU3816'FOUND IN GOOD CONDITION, REFERENCE MARK NO. 1 AND THE AZIMUTH
 JU3816'MARK HAVE BEEN DESTROYED.  IT WAS NECESSARY TO DESTROY THE
 JU3816'STATION MARK AND REFERENCE MARK NO. 2 DUE TO THE NEW
 JU3816'CONSTRUCTION IN THE AREA.  A NEW STATION WELSH 2 WAS ESTABLISHED.
 JU3816
 JU3816                          STATION RECOVERY (1976)
 JU3816
 JU3816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU3816'RECOVERED BY BJ CAMPAGNA INC.
 JU3816'
 JU3816'WELSH AZIMUTH 1958 RESET 1962 WAS FOUND IN GOOD CONDITION AS
 JU3816'DESCRIBED.  IT IS 4 INCHES BELOW GROUND LEVEL.
 JU3816
 JU3816                          STATION RECOVERY (1981)
 JU3816
 JU3816'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1981 (GS)
 JU3816'WEISH AZI (RESET) RECOVERED IN GOOD CONDITION.
 JU3816'
 JU3816'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF NEWARK OFF 896.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1663 ***********************************************************************
 JU1663  DESIGNATION -  WELSH 2
 JU1663  PID         -  JU1663
 JU1663  STATE/COUNTY-  DE/NEW CASTLE
 JU1663  USGS QUAD   -  NEWARK EAST (1993)
 JU1663
 JU1663                         *CURRENT SURVEY CONTROL
 JU1663  ___________________________________________________________________
 JU1663* NAD 83(1991)-  39 39 03.79577(N)    075 44 57.68933(W)     NO CHECK  
 JU1663* NAVD 88     -        21.078  (meters)      69.15   (feet)  ADJUSTED  
 JU1663  ___________________________________________________________________
 JU1663  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JU1663  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1663  DYNAMIC HT  -          21.068 (meters)      69.12  (feet)  COMP
 JU1663  MODELED GRAV-     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.No horizontal observational check was made to the station.
 JU1663
 JU1663.The orthometric height was determined by differential leveling
 JU1663.and adjusted in June 1991.
 JU1663
 JU1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1663
 JU1663.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JU1663| PID    Reference Object                     Distance      Geod. Az  |
 JU1663|                                                           dddmmss.s |
 JU1663| CB3183 WELSH RM 2                                         02141     |
 JU1663| JU3816 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1663.See file dsdata.txt to determine how the superseded data were derived.
 JU1663
 JU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3571089297(NAD 83)
 JU1663_MARKER: DS = TRIANGULATION STATION DISK
 JU1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1663_SP_SET: CONC MONUMENT
 JU1663_STAMPING: WELSH 2 1964
 JU1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1664 ***********************************************************************
 JU1664  DESIGNATION -  WELSH AZ MK
 JU1664  PID         -  JU1664
 JU1664  STATE/COUNTY-  DE/NEW CASTLE
 JU1664  USGS QUAD   -  NEWARK EAST (1993)
 JU1664
 JU1664                         *CURRENT SURVEY CONTROL
 JU1664  ___________________________________________________________________
 JU1664* NAD 83(1986)-  39 38 52.     (N)    075 44 49.     (W)     SCALED    
 JU1664* NAVD 88     -        20.398  (meters)      66.92   (feet)  ADJUSTED  
 JU1664  ___________________________________________________________________
 JU1664  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1664  DYNAMIC HT  -          20.388 (meters)      66.89  (feet)  COMP
 JU1664  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 JU1664
 JU1664  VERT ORDER  -  SECOND    CLASS 0
 JU1664
 JU1664.The horizontal coordinates were scaled from a topographic map and have
 JU1664.an estimated accuracy of +/- 6 seconds.
 JU1664
 JU1664.The orthometric height was determined by differential leveling
 JU1664.and adjusted in June 1991.
 JU1664
 JU1664.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1664
 JU1664  NGVD 29 (??/??/??)   20.735  (m)           68.03   (f) ADJUSTED    2 0
 JU1664
 JU1664.Superseded values are not recommended for survey control.
 JU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1664.See file dsdata.txt to determine how the superseded data were derived.
 JU1664
 JU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ359889(NAD 83)
 JU1664_MARKER: DZ = AZIMUTH MARK DISK
 JU1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1664_STAMPING: WELSH 1958
 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 = MARCH  2, 2009
 JU1665 ***********************************************************************
 JU1665  DESIGNATION -  WELSH AZ MK RESET 1962
 JU1665  PID         -  JU1665
 JU1665  STATE/COUNTY-  DE/NEW CASTLE
 JU1665  USGS QUAD   -  NEWARK EAST (1993)
 JU1665
 JU1665                         *CURRENT SURVEY CONTROL
 JU1665  ___________________________________________________________________
 JU1665* NAD 83(1986)-  39 39 12.     (N)    075 45 03.     (W)     SCALED    
 JU1665* NAVD 88     -        24.32   (+/-2cm)      79.8    (feet)  VERTCON   
 JU1665  ___________________________________________________________________
 JU1665  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU1665  VERT ORDER  -  THIRD (See Below)
 JU1665
 JU1665.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU1665
 JU1665.The geoid height was determined by GEOID03.
 JU1665
 JU1665;                    North         East    Units  Estimated Accuracy
 JU1665;SPC DE       -   183,590.      171,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1665.See file dsdata.txt to determine how the superseded data were derived.
 JU1665
 JU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ355895(NAD 83)
 JU1665_MARKER: DZ = AZIMUTH MARK DISK
 JU1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1665_SP_SET: CONC CYLINDER
 JU1665_STAMPING: WELSH 1958 RESET 1962
 JU1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3528 ***********************************************************************
 JU3528  DESIGNATION -  WHARTON
 JU3528  PID         -  JU3528
 JU3528  STATE/COUNTY-  DE/NEW CASTLE
 JU3528  USGS QUAD   -  MILLINGTON (1993)
 JU3528
 JU3528                         *CURRENT SURVEY CONTROL
 JU3528  ___________________________________________________________________
 JU3528* NAD 83(1991)-  39 19 52.02814(N)    075 45 46.20309(W)     ADJUSTED  
 JU3528* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 JU3528  ___________________________________________________________________
 JU3528  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JU3528  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3528
 JU3528.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 BOUNDARY MONUMENT 60 DE MD RESET      0.638 METERS 26626     |
 JU3528| JU3527 WOODALL                             APPROX. 9.3 KM 2664811.4 |
 JU3528| CB3199 WHARTON RM 3                         20.717 METERS 28136     |
 JU3528| CB3196 WHARTON AZ MK                                      3334902.0 |
 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    3  
 JU3528
 JU3528.Superseded values are not recommended for survey control.
 JU3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3528.See file dsdata.txt to determine how the superseded data were derived.
 JU3528
 JU3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3425353800(NAD 83)
 JU3528_MARKER: DS = TRIANGULATION STATION DISK
 JU3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1357 ***********************************************************************
 HU1357  DESIGNATION -  WHITE
 HU1357  PID         -  HU1357
 HU1357  STATE/COUNTY-  DE/SUSSEX
 HU1357  USGS QUAD   -  LEWES (1991)
 HU1357
 HU1357                         *CURRENT SURVEY CONTROL
 HU1357  ___________________________________________________________________
 HU1357* NAD 83(1991)-  38 50 18.91151(N)    075 13 32.12025(W)     ADJUSTED  
 HU1357* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 HU1357  ___________________________________________________________________
 HU1357  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HU1357  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1357
 HU1357.The geoid height was determined by GEOID03.
 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 1970                               166 57 30.8
 HU1357:UTM  18      -  CURVE 1970                               167 13 11.5
 HU1357
 HU1357|---------------------------------------------------------------------|
 HU1357| PID    Reference Object                     Distance      Geod. Az  |
 HU1357|                                                           dddmmss.s |
 HU1357| HU1356 CURVE 1970                          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    3  
 HU1357
 HU1357.Superseded values are not recommended for survey control.
 HU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1357.See file dsdata.txt to determine how the superseded data were derived.
 HU1357
 HU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8042298889(NAD 83)
 HU1357_MARKER: DD = SURVEY DISK
 HU1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1357_SP_SET: CONCRETE POST
 HU1357_STAMPING: WHITE 1970
 HU1357_MARK LOGO: NOS   
 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 - January 01, 1984
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU1420 ***********************************************************************
 HU1420  DESIGNATION -  WHITE
 HU1420  PID         -  HU1420
 HU1420  STATE/COUNTY-  DE/SUSSEX
 HU1420  USGS QUAD   -  FRANKFORD (1991)
 HU1420
 HU1420                         *CURRENT SURVEY CONTROL
 HU1420  ___________________________________________________________________
 HU1420* NAD 83(1991)-  38 35 35.06248(N)    075 08 04.09180(W)     ADJUSTED  
 HU1420* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 HU1420  ___________________________________________________________________
 HU1420  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HU1420  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1420
 HU1420.The geoid height was determined by GEOID03.
 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  =   0.99960717
 HU1420
 HU1420:                Primary Azimuth Mark                     Grid Az
 HU1420:SPC DE       -  HIGGINS HOUSE WEST CHIMNEY               004 51 43.6
 HU1420:UTM  18      -  HIGGINS HOUSE WEST CHIMNEY               005 07 19.3
 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    3  
 HU1420
 HU1420.Superseded values are not recommended for survey control.
 HU1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1420.See file dsdata.txt to determine how the superseded data were derived.
 HU1420
 HU1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8829071630(NAD 83)
 HU1420_MARKER: DS = TRIANGULATION STATION DISK
 HU1420_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1420_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH  2, 2009
 HU1379 ***********************************************************************
 HU1379  DESIGNATION -  WHITE HOUSE GREY ROOF S GABLE
 HU1379  PID         -  HU1379
 HU1379  STATE/COUNTY-  DE/SUSSEX
 HU1379  USGS QUAD   -  BETHANY BEACH (1991)
 HU1379
 HU1379                         *CURRENT SURVEY CONTROL
 HU1379  ___________________________________________________________________
 HU1379* NAD 83(1991)-  38 37 04.99390(N)    075 07 03.99102(W)     ADJUSTED  
 HU1379* NAVD 88     -              **(meters)            **(feet)            
 HU1379  ___________________________________________________________________
 HU1379  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HU1379  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU1379  HORZ ORDER  -  THIRD
 HU1379
 HU1379.The horizontal coordinates were established by classical geodetic methods
 HU1379.and adjusted by the National Geodetic Survey in January 1992.
 HU1379
 HU1379
 HU1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1379
 HU1379.The geoid height was determined by GEOID03.
 HU1379
 HU1379;                    North         East     Units Scale Factor Converg.
 HU1379;SPC DE       -    68,647.454   226,030.406   MT  1.00000334   +0 11 11.6
 HU1379;SPC DE       -   225,220.86    741,568.09   sFT  1.00000334   +0 11 11.6
 HU1379;UTM  18      - 4,274,399.576   489,747.028   MT  0.99960129   -0 04 24.6
 HU1379
 HU1379                          SUPERSEDED SURVEY CONTROL
 HU1379
 HU1379  NAD 83(1986)-  38 37 04.97857(N)    075 07 04.00595(W) AD(       ) 4
 HU1379  NAD 27      -  38 37 04.56600(N)    075 07 05.35900(W) AD(       ) 3
 HU1379
 HU1379.Superseded values are not recommended for survey control.
 HU1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1379.See file dsdata.txt to determine how the superseded data were derived.
 HU1379
 HU1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8974774400(NAD 83)
 HU1379_MARKER: 81 = GABLE
 HU1379
 HU1379  HISTORY     - Date     Condition        Report By
 HU1379  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1379  HISTORY     - 1943     GOOD             CGS
 HU1379  HISTORY     - 1961     GOOD             CGS
 HU1379
 HU1379                          STATION DESCRIPTION
 HU1379
 HU1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1379'THE STATION IS THE SOUTH GABLE OF A WHITE HOUSE WITH A GREY
 HU1379'ROOF SITUATED ON THE NORTH SHORE OF INDIAN RIVER.  RECOVERED
 HU1379'IN GOOD CONDITION.
 HU1379
 HU1379                          STATION RECOVERY (1961)
 HU1379
 HU1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1379'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A
 HU1379'PROMINENT LARGE 2 STORY WHITE HOUSE, WITH A GREY ROOF AND
 HU1379'PROMINENT SOUTH GABLE IN THE PLOTTED POSITION OF THIS
 HU1379'STATION.  THE HOUSE IS ON THE NORTH SHORE OF INDIAN
 HU1379'RIVER.  VERIFICATION OF THE HOUSE COULD NOT BE MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU2808 ***********************************************************************
 HU2808  DESIGNATION -  WHITE NO 2
 HU2808  PID         -  HU2808
 HU2808  STATE/COUNTY-  DE/SUSSEX
 HU2808  USGS QUAD   -  LEWES (1991)
 HU2808
 HU2808                         *CURRENT SURVEY CONTROL
 HU2808  ___________________________________________________________________
 HU2808* NAD 83(1991)-  38 50 19.98291(N)    075 13 33.49028(W)     ADJUSTED  
 HU2808* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 HU2808  ___________________________________________________________________
 HU2808  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HU2808  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2808
 HU2808.The geoid height was determined by GEOID03.
 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  =   0.99960984
 HU2808
 HU2808                          SUPERSEDED SURVEY CONTROL
 HU2808
 HU2808  NGVD 29 (06/04/92)    3.2    (m)           10.     (f) VERT ANG    3  
 HU2808
 HU2808.Superseded values are not recommended for survey control.
 HU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2808.See file dsdata.txt to determine how the superseded data were derived.
 HU2808
 HU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8038998922(NAD 83)
 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 = MARCH  2, 2009
 HU0835 ***********************************************************************
 HU0835  DESIGNATION -  WHITELEY RM 1
 HU0835  PID         -  HU0835
 HU0835  STATE/COUNTY-  DE/KENT
 HU0835  USGS QUAD   -  BURRSVILLE (1993)
 HU0835
 HU0835                         *CURRENT SURVEY CONTROL
 HU0835  ___________________________________________________________________
 HU0835* NAD 83(1986)-  38 57 10.     (N)    075 43 57.     (W)     SCALED    
 HU0835* NAVD 88     -        18.983  (meters)      62.28   (feet)  ADJUSTED  
 HU0835  ___________________________________________________________________
 HU0835  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 HU0835  DYNAMIC HT  -          18.972 (meters)      62.24  (feet)  COMP
 HU0835  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 HU0835
 HU0835  VERT ORDER  -  SECOND    CLASS I
 HU0835
 HU0835.The horizontal coordinates were scaled from a topographic map and have
 HU0835.an estimated accuracy of +/- 6 seconds.
 HU0835
 HU0835.The orthometric height was determined by differential leveling
 HU0835.and adjusted in June 1991.
 HU0835
 HU0835.The geoid height was determined by GEOID03.
 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       -   105,810.      172,620.      MT  (+/- 180 meters Scaled)
 HU0835
 HU0835                          SUPERSEDED SURVEY CONTROL
 HU0835
 HU0835  NGVD 29 (??/??/??)   19.224  (m)           63.07   (f) ADJUSTED    2 0
 HU0835
 HU0835.Superseded values are not recommended for survey control.
 HU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0835.See file dsdata.txt to determine how the superseded data were derived.
 HU0835
 HU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365117(NAD 83)
 HU0835_MARKER: DR = REFERENCE MARK DISK
 HU0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0835_SP_SET: 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 = MARCH  2, 2009
 HU0836 ***********************************************************************
 HU0836  DESIGNATION -  WHITELEY RM 2
 HU0836  PID         -  HU0836
 HU0836  STATE/COUNTY-  DE/KENT
 HU0836  USGS QUAD   -  BURRSVILLE (1993)
 HU0836
 HU0836                         *CURRENT SURVEY CONTROL
 HU0836  ___________________________________________________________________
 HU0836* NAD 83(1986)-  38 57 10.     (N)    075 43 57.     (W)     SCALED    
 HU0836* NAVD 88     -        18.517  (meters)      60.75   (feet)  ADJUSTED  
 HU0836  ___________________________________________________________________
 HU0836  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 HU0836  DYNAMIC HT  -          18.507 (meters)      60.72  (feet)  COMP
 HU0836  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 HU0836
 HU0836  VERT ORDER  -  SECOND    CLASS 0
 HU0836
 HU0836.The horizontal coordinates were scaled from a topographic map and have
 HU0836.an estimated accuracy of +/- 6 seconds.
 HU0836
 HU0836.The orthometric height was determined by differential leveling
 HU0836.and adjusted in June 1991.
 HU0836
 HU0836.The geoid height was determined by GEOID03.
 HU0836
 HU0836.The dynamic height is computed by dividing the NAVD 88
 HU0836.geopotential number by the normal gravity value computed on the
 HU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0836.degrees latitude (g = 980.6199 gals.).
 HU0836
 HU0836.The modeled gravity was interpolated from observed gravity values.
 HU0836
 HU0836;                    North         East    Units  Estimated Accuracy
 HU0836;SPC DE       -   105,810.      172,620.      MT  (+/- 180 meters Scaled)
 HU0836
 HU0836                          SUPERSEDED SURVEY CONTROL
 HU0836
 HU0836  NGVD 29 (??/??/??)   18.758  (m)           61.54   (f) ADJUSTED    2 0
 HU0836
 HU0836.Superseded values are not recommended for survey control.
 HU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0836.See file dsdata.txt to determine how the superseded data were derived.
 HU0836
 HU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365117(NAD 83)
 HU0836_MARKER: DR = REFERENCE MARK DISK
 HU0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0836_STAMPING: WHITELEY NO 2 1934
 HU0836_MARK LOGO: CGS   
 HU0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0836+STABILITY: SURFACE MOTION
 HU0836
 HU0836  HISTORY     - Date     Condition        Report By
 HU0836  HISTORY     - 1934     MONUMENTED       CGS
 HU0836  HISTORY     - 1942     GOOD             CGS
 HU0836  HISTORY     - 1964     GOOD             CGS
 HU0836  HISTORY     - 20021209 MARK NOT FOUND   MDSHA
 HU0836
 HU0836                          STATION DESCRIPTION
 HU0836
 HU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0836'AT WHITELEYSBURG.
 HU0836'300.7 FEET SOUTHWEST OF TRIANGULATION STATION WHITELEY DESCRIBED
 HU0836'ABOVE, 54.3 FEET EAST OF AN 18-INCH CEDAR TREE, 12.7 FEET EAST OF
 HU0836'THE CENTERLINE OF A DIM FARM ROAD, IN LINE WITH AN EAST AND WEST
 HU0836'FENCE ROW, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 HU0836'A STANDARD REFERENCE MARK DISK, STAMPED WHITELEY NO 2 1934 AND
 HU0836'SET IN THE TOP OF A CONCRETE POST.
 HU0836
 HU0836                          STATION RECOVERY (1964)
 HU0836
 HU0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0836'RECOVERED IN GOOD CONDITION.
 HU0836
 HU0836                          STATION RECOVERY (2002)
 HU0836
 HU0836'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU0836'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 DC7981 ***********************************************************************
 DC7981  DESIGNATION -  WHITELEY RM 4
 DC7981  PID         -  DC7981
 DC7981  STATE/COUNTY-  DE/KENT
 DC7981  USGS QUAD   -  BURRSVILLE (1993)
 DC7981
 DC7981                         *CURRENT SURVEY CONTROL
 DC7981  ___________________________________________________________________
 DC7981* NAD 83(1986)-  38 57 06.     (N)    075 43 53.     (W)     SCALED    
 DC7981* NAVD 88     -        18.765  (meters)      61.56   (feet)  ADJUSTED  
 DC7981  ___________________________________________________________________
 DC7981  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DC7981  DYNAMIC HT  -          18.754 (meters)      61.53  (feet)  COMP
 DC7981  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 DC7981
 DC7981  VERT ORDER  -  SECOND    CLASS I
 DC7981
 DC7981.The horizontal coordinates were scaled from a topographic map and have
 DC7981.an estimated accuracy of +/- 6 seconds.
 DC7981
 DC7981.The orthometric height was determined by differential leveling
 DC7981.and adjusted in December 2004.
 DC7981.No vertical observational check was made to the station.
 DC7981
 DC7981.The geoid height was determined by GEOID03.
 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       -   105,690.      172,720.      MT  (+/- 180 meters Scaled)
 DC7981
 DC7981                          SUPERSEDED SURVEY CONTROL
 DC7981
 DC7981.No superseded survey control is available for this station.
 DC7981
 DC7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ366116(NAD 83)
 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 = MARCH  2, 2009
 JU3639 ***********************************************************************
 JU3639  DESIGNATION -  WILMINGTON 8TH ST BAPTIST CH
 JU3639  PID         -  JU3639
 JU3639  STATE/COUNTY-  DE/NEW CASTLE
 JU3639  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3639
 JU3639                         *CURRENT SURVEY CONTROL
 JU3639  ___________________________________________________________________
 JU3639* NAD 83(1991)-  39 45 04.86353(N)    075 34 05.95712(W)     ADJUSTED  
 JU3639* NAVD 88     -              **(meters)            **(feet)            
 JU3639  ___________________________________________________________________
 JU3639  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU3639  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 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
 JU3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3639
 JU3639.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3639
 JU3639  NAD 83(1986)-  39 45 04.85893(N)    075 34 05.96302(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3639.See file dsdata.txt to determine how the superseded data were derived.
 JU3639
 JU3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5131300315(NAD 83)
 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 = MARCH  2, 2009
 JU3644 ***********************************************************************
 JU3644  DESIGNATION -  WILMINGTON A DUPONT WATER TWR
 JU3644  PID         -  JU3644
 JU3644  STATE/COUNTY-  DE/NEW CASTLE
 JU3644  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3644
 JU3644                         *CURRENT SURVEY CONTROL
 JU3644  ___________________________________________________________________
 JU3644* NAD 83(1991)-  39 46 40.65547(N)    075 33 23.61768(W)     ADJUSTED  
 JU3644* NAVD 88     -              **(meters)            **(feet)            
 JU3644  ___________________________________________________________________
 JU3644  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JU3644  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3644
 JU3644.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3644
 JU3644  NAD 83(1986)-  39 46 40.65153(N)    075 33 23.62373(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3644.See file dsdata.txt to determine how the superseded data were derived.
 JU3644
 JU3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5233903262(NAD 83)
 JU3644_MARKER: 54 = WATER TOWER
 JU3644
 JU3644  HISTORY     - Date     Condition        Report By
 JU3644  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3644
 JU3644                          STATION DESCRIPTION
 JU3644
 JU3644'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3323 ***********************************************************************
 JU3323  DESIGNATION -  WILMINGTON ALLIED CHEM ELEV
 JU3323  PID         -  JU3323
 JU3323  STATE/COUNTY-  DE/NEW CASTLE
 JU3323  USGS QUAD   -  MARCUS HOOK (1993)
 JU3323
 JU3323                         *CURRENT SURVEY CONTROL
 JU3323  ___________________________________________________________________
 JU3323* NAD 83(1991)-  39 48 13.95266(N)    075 25 58.56815(W)     ADJUSTED  
 JU3323* NAVD 88     -              **(meters)            **(feet)            
 JU3323  ___________________________________________________________________
 JU3323  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JU3323  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 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
 JU3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3323
 JU3323.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3323
 JU3323  NAD 83(1986)-  39 48 13.94927(N)    075 25 58.57090(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3323.See file dsdata.txt to determine how the superseded data were derived.
 JU3323
 JU3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6293906079(NAD 83)
 JU3323_MARKER: 89 = SPIRE
 JU3323
 JU3323  HISTORY     - Date     Condition        Report By
 JU3323  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3323  HISTORY     - 1975     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3729 ***********************************************************************
 JU3729  DESIGNATION -  WILMINGTON AMER CAR NW STACK
 JU3729  PID         -  JU3729
 JU3729  STATE/COUNTY-  DE/NEW CASTLE
 JU3729  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3729
 JU3729                         *CURRENT SURVEY CONTROL
 JU3729  ___________________________________________________________________
 JU3729* NAD 83(1991)-  39 44 20.83937(N)    075 32 13.36825(W)     ADJUSTED  
 JU3729* NAVD 88     -              **(meters)            **(feet)            
 JU3729  ___________________________________________________________________
 JU3729  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JU3729  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3729  HORZ ORDER  -  THIRD
 JU3729
 JU3729.The horizontal coordinates were established by classical geodetic methods
 JU3729.and adjusted by the National Geodetic Survey in January 1992.
 JU3729
 JU3729
 JU3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3729
 JU3729.The geoid height was determined by GEOID03.
 JU3729
 JU3729;                    North         East     Units Scale Factor Converg.
 JU3729;SPC DE       -   193,071.142   189,681.319   MT  0.99999631   -0 04 37.0
 JU3729;SPC DE       -   633,434.24    622,312.79   sFT  0.99999631   -0 04 37.0
 JU3729;SPC NJ       -   101,065.754    61,114.487   MT  0.99999724   -0 39 46.9
 JU3729;SPC NJ       -   331,579.89    200,506.45   sFT  0.99999724   -0 39 46.9
 JU3729;UTM  18      - 4,398,940.843   453,983.752   MT  0.99962607   -0 20 36.0
 JU3729
 JU3729                          SUPERSEDED SURVEY CONTROL
 JU3729
 JU3729  NAD 83(1986)-  39 44 20.83441(N)    075 32 13.37351(W) AD(       ) 4
 JU3729  NAD 27      -  39 44 20.43100(N)    075 32 14.66300(W) AD(       ) 3
 JU3729
 JU3729.Superseded values are not recommended for survey control.
 JU3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3729.See file dsdata.txt to determine how the superseded data were derived.
 JU3729
 JU3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5398498941(NAD 83)
 JU3729_MARKER: 63 = STACK
 JU3729
 JU3729  HISTORY     - Date     Condition        Report By
 JU3729  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3729  HISTORY     - 1946     GOOD             CGS
 JU3729  HISTORY     - 1984     GOOD             USPSQD
 JU3729
 JU3729                          STATION DESCRIPTION
 JU3729
 JU3729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3729'ABOUT THE CENTER OF THE AMERICAN CAR AND FOUNDRY FACTORY ON
 JU3729'EIGHTH STREET PRODUCED E OF PENNSYLVANIA RAILROAD TRACKS, AND
 JU3729'ABOUT 150 FEET E OF TRACKS.
 JU3729'
 JU3729'N STACK FAIRLY CLEAN, S STACK SOOTY.  BOTH STACKS ARE
 JU3729'LIGHTNING RODDED.
 JU3729'
 JU3729'DIMENSIONS (BOTH STACKS)
 JU3729'
 JU3729'HEIGHT--160 FEET
 JU3729'
 JU3729'DIAMETER AT BASE--9 FEET
 JU3729'
 JU3729'DIAMETER AT TOP--6 FEET
 JU3729
 JU3729                          STATION RECOVERY (1946)
 JU3729
 JU3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3729'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3729'IS ADEQUATE.
 JU3729
 JU3729                          STATION RECOVERY (1984)
 JU3729
 JU3729'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3729'STATION RECOVERED POOR.
 JU3729'
 JU3729'STACK HAS BEEN LOWERED CONSIDERABLY, LOCATION IS SATISFACTORY.
 JU3729'
 JU3729'OWNERSHIP IS APPROVED LADDER AND EQUIPMENT CO.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3730 ***********************************************************************
 JU3730  DESIGNATION -  WILMINGTON AMER CAR SE STACK
 JU3730  PID         -  JU3730
 JU3730  STATE/COUNTY-  DE/NEW CASTLE
 JU3730  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3730
 JU3730                         *CURRENT SURVEY CONTROL
 JU3730  ___________________________________________________________________
 JU3730* NAD 83(1991)-  39 44 20.55563(N)    075 32 12.74471(W)     ADJUSTED  
 JU3730* NAVD 88     -              **(meters)            **(feet)            
 JU3730  ___________________________________________________________________
 JU3730  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JU3730  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3730  HORZ ORDER  -  THIRD
 JU3730
 JU3730.The horizontal coordinates were established by classical geodetic methods
 JU3730.and adjusted by the National Geodetic Survey in January 1992.
 JU3730
 JU3730
 JU3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3730
 JU3730.The geoid height was determined by GEOID03.
 JU3730
 JU3730;                    North         East     Units Scale Factor Converg.
 JU3730;SPC DE       -   193,062.371   189,696.154   MT  0.99999631   -0 04 36.7
 JU3730;SPC DE       -   633,405.46    622,361.47   sFT  0.99999631   -0 04 36.7
 JU3730;SPC NJ       -   101,056.832    61,129.232   MT  0.99999720   -0 39 46.5
 JU3730;SPC NJ       -   331,550.62    200,554.82   sFT  0.99999720   -0 39 46.5
 JU3730;UTM  18      - 4,398,932.007   453,998.541   MT  0.99962605   -0 20 35.6
 JU3730
 JU3730                          SUPERSEDED SURVEY CONTROL
 JU3730
 JU3730  NAD 83(1986)-  39 44 20.55065(N)    075 32 12.74998(W) AD(       ) 4
 JU3730  NAD 27      -  39 44 20.14400(N)    075 32 14.03500(W) AD(       ) 3
 JU3730
 JU3730.Superseded values are not recommended for survey control.
 JU3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3730.See file dsdata.txt to determine how the superseded data were derived.
 JU3730
 JU3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5399998932(NAD 83)
 JU3730_MARKER: 63 = STACK
 JU3730
 JU3730  HISTORY     - Date     Condition        Report By
 JU3730  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3730  HISTORY     - 1946     GOOD             CGS
 JU3730  HISTORY     - 1984     GOOD             USPSQD
 JU3730
 JU3730                          STATION DESCRIPTION
 JU3730
 JU3730'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3730'ABOUT THE CENTER OF THE AMERICAN CAR AND FOUNDRY FACTORY ON
 JU3730'EIGHTH STREET PRODUCED E OF PENNSYLVANIA RAILROAD TRACKS, AND
 JU3730'ABOUT 150 FEET E OF TRACKS.
 JU3730'
 JU3730'N STACK FAIRLY CLEAN, S STACK SOOTY.  BOTH STACKS ARE
 JU3730'LIGHTNING RODDED.
 JU3730'
 JU3730'DIMENSIONS (BOTH STACKS)
 JU3730'
 JU3730'HEIGHT--160 FEET
 JU3730'
 JU3730'DIAMETER AT BASE--9 FEET
 JU3730'
 JU3730'DIAMETER AT TOP--6 FEET
 JU3730
 JU3730                          STATION RECOVERY (1946)
 JU3730
 JU3730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3730'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3730'IS ADEQUATE.
 JU3730
 JU3730                          STATION RECOVERY (1984)
 JU3730
 JU3730'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3730'STATION RECOVERED FAIR.
 JU3730'
 JU3730'STACK HAS BEEN LOWERED CONSIDERABLY TO ABOUT 110 FT.
 JU3730'
 JU3730'LOCATION IS SATISFACTORY.
 JU3730'
 JU3730'OWNERSHIP APPROVED LADDER AND EQUIPMENT CO.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3735 ***********************************************************************
 JU3735  DESIGNATION -  WILMINGTON AMER CAR STACK
 JU3735  PID         -  JU3735
 JU3735  STATE/COUNTY-  DE/NEW CASTLE
 JU3735  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3735
 JU3735                         *CURRENT SURVEY CONTROL
 JU3735  ___________________________________________________________________
 JU3735* NAD 83(1991)-  39 44 24.22206(N)    075 32 02.91430(W)     ADJUSTED  
 JU3735* NAVD 88     -              **(meters)            **(feet)            
 JU3735  ___________________________________________________________________
 JU3735  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JU3735  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3735  HORZ ORDER  -  THIRD
 JU3735
 JU3735.The horizontal coordinates were established by classical geodetic methods
 JU3735.and adjusted by the National Geodetic Survey in January 1992.
 JU3735
 JU3735
 JU3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3735
 JU3735.The geoid height was determined by GEOID03.
 JU3735
 JU3735;                    North         East     Units Scale Factor Converg.
 JU3735;SPC DE       -   193,175.138   189,930.369   MT  0.99999625   -0 04 30.4
 JU3735;SPC DE       -   633,775.43    623,129.89   sFT  0.99999625   -0 04 30.4
 JU3735;SPC NJ       -   101,167.198    61,364.588   MT  0.99999669   -0 39 40.2
 JU3735;SPC NJ       -   331,912.72    201,326.99   sFT  0.99999669   -0 39 40.2
 JU3735;UTM  18      - 4,399,043.643   454,233.190   MT  0.99962579   -0 20 29.4
 JU3735
 JU3735                          SUPERSEDED SURVEY CONTROL
 JU3735
 JU3735  NAD 83(1986)-  39 44 24.21702(N)    075 32 02.91955(W) AD(       ) 4
 JU3735  NAD 27      -  39 44 23.82000(N)    075 32 04.20000(W) AD(       ) 3
 JU3735
 JU3735.Superseded values are not recommended for survey control.
 JU3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3735.See file dsdata.txt to determine how the superseded data were derived.
 JU3735
 JU3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5423399044(NAD 83)
 JU3735_MARKER: 63 = STACK
 JU3735
 JU3735  HISTORY     - Date     Condition        Report By
 JU3735  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3735  HISTORY     - 1946     GOOD             CGS
 JU3735  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3735
 JU3735                          STATION DESCRIPTION
 JU3735
 JU3735'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3735'ON GROUNDS OF AMERICAN CAR AND FOUNDRY COMPANY, ABOUT 200 YARDS
 JU3735'NE OF TWIN YELLOW STACKS BELONGING TO THE SAME FIRM.
 JU3735'
 JU3735'STACK IS BUILT OF RED BRICK.  HAS HEAVY BATTER AND
 JU3735'DRAW-IN.  UNUSUAL CORBEL.  VERY SOOTY AT TOP.
 JU3735'
 JU3735'HEIGHT--140 FEET.
 JU3735
 JU3735                          STATION RECOVERY (1946)
 JU3735
 JU3735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3735'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3735'IS ADEQUATE.
 JU3735
 JU3735                          STATION RECOVERY (1984)
 JU3735
 JU3735'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3735'STATION DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3717 ***********************************************************************
 JU3717  DESIGNATION -  WILMINGTON ARTESIAN BLACK TANK
 JU3717  PID         -  JU3717
 JU3717  STATE/COUNTY-  DE/NEW CASTLE
 JU3717  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3717
 JU3717                         *CURRENT SURVEY CONTROL
 JU3717  ___________________________________________________________________
 JU3717* NAD 83(1991)-  39 42 24.98100(N)    075 34 11.82244(W)     ADJUSTED  
 JU3717* NAVD 88     -              **(meters)            **(feet)            
 JU3717  ___________________________________________________________________
 JU3717  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU3717  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3717  HORZ ORDER  -  THIRD
 JU3717
 JU3717.The horizontal coordinates were established by classical geodetic methods
 JU3717.and adjusted by the National Geodetic Survey in January 1992.
 JU3717
 JU3717
 JU3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3717
 JU3717.The geoid height was determined by GEOID03.
 JU3717
 JU3717;                    North         East     Units Scale Factor Converg.
 JU3717;SPC DE       -   189,502.220   186,854.765   MT  0.99999713   -0 05 52.5
 JU3717;SPC DE       -   621,725.20    613,039.34   sFT  0.99999713   -0 05 52.5
 JU3717;SPC NJ       -    97,525.908    58,251.577   MT  1.00000360   -0 41 01.0
 JU3717;SPC NJ       -   319,966.25    191,113.72   sFT  1.00000360   -0 41 01.0
 JU3717;UTM  18      - 4,395,386.409   451,141.690   MT  0.99962939   -0 21 50.9
 JU3717
 JU3717                          SUPERSEDED SURVEY CONTROL
 JU3717
 JU3717  NAD 83(1986)-  39 42 24.97588(N)    075 34 11.82888(W) AD(       ) 4
 JU3717  NAD 27      -  39 42 24.56700(N)    075 34 13.10300(W) AD(       ) 3
 JU3717
 JU3717.Superseded values are not recommended for survey control.
 JU3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3717.See file dsdata.txt to determine how the superseded data were derived.
 JU3717
 JU3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5114295386(NAD 83)
 JU3717_MARKER: 53 = ELEVATED TANK
 JU3717
 JU3717  HISTORY     - Date     Condition        Report By
 JU3717  HISTORY     - 1959     FIRST OBSERVED   CGS
 JU3717  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3717
 JU3717                          STATION DESCRIPTION
 JU3717
 JU3717'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCE)
 JU3717'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE CENTER OF
 JU3717'WILMINGTON, 1/4 MILE WEST OF U.S. HIGHWAY NO. 13.  STATION IS
 JU3717'OF STEEL CONSTRUCTION ABOUT 140 FEET HIGH, HAS 4 LEGS AND
 JU3717'PAINTED BLACK.  THE POINT INTERSECTED WAS THE LIGHT ON TOP OF
 JU3717'TANK.
 JU3717
 JU3717                          STATION RECOVERY (1984)
 JU3717
 JU3717'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3717'UNABLE TO LOCATE THIS TANK.  PRESUMABLY DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3718 ***********************************************************************
 JU3718  DESIGNATION -  WILMINGTON ARTESIAN CHECK TANK
 JU3718  PID         -  JU3718
 JU3718  STATE/COUNTY-  DE/NEW CASTLE
 JU3718  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3718
 JU3718                         *CURRENT SURVEY CONTROL
 JU3718  ___________________________________________________________________
 JU3718* NAD 83(1991)-  39 42 25.03135(N)    075 34 10.96682(W)     ADJUSTED  
 JU3718* NAVD 88     -              **(meters)            **(feet)            
 JU3718  ___________________________________________________________________
 JU3718  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU3718  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 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
 JU3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3718
 JU3718.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3718
 JU3718  NAD 83(1986)-  39 42 25.02626(N)    075 34 10.97344(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3718.See file dsdata.txt to determine how the superseded data were derived.
 JU3718
 JU3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5116295388(NAD 83)
 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 = MARCH  2, 2009
 JU3314 ***********************************************************************
 JU3314  DESIGNATION -  WILMINGTON ASHBOURNE HILLS TK
 JU3314  PID         -  JU3314
 JU3314  STATE/COUNTY-  DE/NEW CASTLE
 JU3314  USGS QUAD   -  MARCUS HOOK (1993)
 JU3314
 JU3314                         *CURRENT SURVEY CONTROL
 JU3314  ___________________________________________________________________
 JU3314* NAD 83(1991)-  39 48 48.96091(N)    075 28 09.88446(W)     ADJUSTED  
 JU3314* NAVD 88     -              **(meters)            **(feet)            
 JU3314  ___________________________________________________________________
 JU3314  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JU3314  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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
 JU3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3314
 JU3314.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3314
 JU3314  NAD 83(1986)-  39 48 48.95927(N)    075 28 09.88693(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3314.See file dsdata.txt to determine how the superseded data were derived.
 JU3314
 JU3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5982207174(NAD 83)
 JU3314_MARKER: 53 = ELEVATED TANK
 JU3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3314+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3750 ***********************************************************************
 JU3750  DESIGNATION -  WILMINGTON ASSOC LAUNDRIES STK
 JU3750  PID         -  JU3750
 JU3750  STATE/COUNTY-  DE/NEW CASTLE
 JU3750  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3750
 JU3750                         *CURRENT SURVEY CONTROL
 JU3750  ___________________________________________________________________
 JU3750* NAD 83(1991)-  39 44 26.02587(N)    075 33 21.59590(W)     ADJUSTED  
 JU3750* NAVD 88     -              **(meters)            **(feet)            
 JU3750  ___________________________________________________________________
 JU3750  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JU3750  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3750  HORZ ORDER  -  THIRD
 JU3750
 JU3750.The horizontal coordinates were established by classical geodetic methods
 JU3750.and adjusted by the National Geodetic Survey in January 1992.
 JU3750
 JU3750
 JU3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3750
 JU3750.The geoid height was determined by GEOID03.
 JU3750
 JU3750;                    North         East     Units Scale Factor Converg.
 JU3750;SPC DE       -   193,233.455   188,057.038   MT  0.99999676   -0 05 20.7
 JU3750;SPC DE       -   633,966.76    616,983.80   sFT  0.99999676   -0 05 20.7
 JU3750;SPC NJ       -   101,244.673    59,491.947   MT  1.00000082   -0 40 30.6
 JU3750;SPC NJ       -   332,166.90    195,183.16   sFT  1.00000082   -0 40 30.6
 JU3750;UTM  18      - 4,399,110.643   452,360.843   MT  0.99962794   -0 21 19.7
 JU3750
 JU3750                          SUPERSEDED SURVEY CONTROL
 JU3750
 JU3750  NAD 83(1986)-  39 44 26.02102(N)    075 33 21.60181(W) AD(       ) 4
 JU3750  NAD 27      -  39 44 25.60900(N)    075 33 22.88800(W) AD(       ) 3
 JU3750
 JU3750.Superseded values are not recommended for survey control.
 JU3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3750.See file dsdata.txt to determine how the superseded data were derived.
 JU3750
 JU3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5236199111(NAD 83)
 JU3750_MARKER: 63 = STACK
 JU3750
 JU3750  HISTORY     - Date     Condition        Report By
 JU3750  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3750  HISTORY     - 1946     GOOD             CGS
 JU3750  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3750  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 JU3750
 JU3750                          STATION DESCRIPTION
 JU3750
 JU3750'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3750'AT NE CORNER OF SECOND AND WASHINGTON STREETS IN CENTER OF
 JU3750'LAUNDRY PLANT.  STACK IS ABOUT 70 FEET N OF SECOND STREET, 50
 JU3750'FEET E OF WASHINGTON STREET.
 JU3750'
 JU3750'STACK IS BUILT OF RED TILE.
 JU3750'
 JU3750'DIMENSIONS--110 FEET HIGH, 8 FEET AT BASE, 5 FEET AT TOP.
 JU3750
 JU3750                          STATION RECOVERY (1946)
 JU3750
 JU3750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3750'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3750'ADEQUATE.
 JU3750
 JU3750                          STATION RECOVERY (1983)
 JU3750
 JU3750'RECOVERY NOTE BY US POWER SQUADRON 1983 (HAW)
 JU3750'STATION DESTROYED.
 JU3750'
 JU3750'STACK DEMOLISHED FOR URBAN REDEVELOPMENT.
 JU3750
 JU3750                          STATION RECOVERY (1991)
 JU3750
 JU3750'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3737 ***********************************************************************
 JU3737  DESIGNATION -  WILMINGTON ATLAS POWDER N TANK
 JU3737  PID         -  JU3737
 JU3737  STATE/COUNTY-  DE/NEW CASTLE
 JU3737  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3737
 JU3737                         *CURRENT SURVEY CONTROL
 JU3737  ___________________________________________________________________
 JU3737* NAD 83(1991)-  39 41 36.42598(N)    075 32 29.20826(W)     ADJUSTED  
 JU3737* NAVD 88     -              **(meters)            **(feet)            
 JU3737  ___________________________________________________________________
 JU3737  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3737  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU3737  HORZ ORDER  -  THIRD
 JU3737
 JU3737.The horizontal coordinates were established by classical geodetic methods
 JU3737.and adjusted by the National Geodetic Survey in January 1992.
 JU3737
 JU3737
 JU3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3737
 JU3737.The geoid height was determined by GEOID03.
 JU3737
 JU3737;                    North         East     Units Scale Factor Converg.
 JU3737;SPC DE       -   188,000.935   189,297.105   MT  0.99999641   -0 04 46.9
 JU3737;SPC DE       -   616,799.73    621,052.25   sFT  0.99999641   -0 04 46.9
 JU3737;SPC NJ       -    95,999.734    60,678.457   MT  0.99999819   -0 39 54.7
 JU3737;SPC NJ       -   314,959.13    199,075.90   sFT  0.99999819   -0 39 54.7
 JU3737;UTM  18      - 4,393,874.352   453,576.132   MT  0.99962653   -0 20 44.9
 JU3737
 JU3737                          SUPERSEDED SURVEY CONTROL
 JU3737
 JU3737  NAD 83(1986)-  39 41 36.42033(N)    075 32 29.21386(W) AD(       ) 4
 JU3737  NAD 27      -  39 41 36.01400(N)    075 32 30.50200(W) AD(       ) 3
 JU3737
 JU3737.Superseded values are not recommended for survey control.
 JU3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3737.See file dsdata.txt to determine how the superseded data were derived.
 JU3737
 JU3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5357693874(NAD 83)
 JU3737_MARKER: 53 = ELEVATED TANK
 JU3737_SETTING: 0 = UNSPECIFIED SETTING
 JU3737
 JU3737  HISTORY     - Date     Condition        Report By
 JU3737  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3737  HISTORY     - 1975     GOOD             NGS
 JU3737  HISTORY     - 1984     GOOD             USPSQD
 JU3737
 JU3737                          STATION DESCRIPTION
 JU3737
 JU3737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3737'STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF THE WEST APPROACH
 JU3737'TO THE DELAWARE MEMORIAL BRIDGE AND ABOUT 3 MILES
 JU3737'SOUTH-SOUTHEAST OF THE CENTER OF WILMINGTON.
 JU3737'
 JU3737'STATION IS A 4-LEGGED STRUCTURE WITH A CYLINDRICAL SHAPED
 JU3737'TANK WHICH HAS A CONICAL SHAPED ROOF AND A SMALL BALL ON
 JU3737'TOP.  IT IS THE NORTH 1 OF 2 COMPANY WATER TANKS.  IT IS
 JU3737'APPROXIMATELY 130 FEET IN HEIGHT AND IS GRAY IN COLOR.
 JU3737'
 JU3737'POINT OBSERVED WAS THE SMALL BALL ON TOP.
 JU3737
 JU3737                          STATION RECOVERY (1975)
 JU3737
 JU3737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3737'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JU3737
 JU3737                          STATION RECOVERY (1984)
 JU3737
 JU3737'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3737'DESCRIPTION ADEQUATE EXCEPT TANKS ARE WHITE AND PROPERTY IS NOW ICI
 JU3737'AMERICAS INC., NOT ATLAS POWDER.  IT IS OFF RT. 9, JUST SOUTH OF
 JU3737'RT. 40 ON CHERRY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3338 ***********************************************************************
 JU3338  DESIGNATION -  WILMINGTON BROOK VIEW WATER TK
 JU3338  PID         -  JU3338
 JU3338  STATE/COUNTY-  DE/NEW CASTLE
 JU3338  USGS QUAD   -  MARCUS HOOK (1993)
 JU3338
 JU3338                         *CURRENT SURVEY CONTROL
 JU3338  ___________________________________________________________________
 JU3338* NAD 83(1991)-  39 48 10.17865(N)    075 27 33.06107(W)     ADJUSTED  
 JU3338* NAVD 88     -              **(meters)            **(feet)            
 JU3338  ___________________________________________________________________
 JU3338  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3338  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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
 JU3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3338
 JU3338.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3338
 JU3338  NAD 83(1986)-  39 48 10.17647(N)    075 27 33.06393(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3338.See file dsdata.txt to determine how the superseded data were derived.
 JU3338
 JU3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6069205974(NAD 83)
 JU3338_MARKER: 53 = ELEVATED TANK
 JU3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3338+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3732 ***********************************************************************
 JU3732  DESIGNATION -  WILMINGTON DELAWARE FLOOR STK
 JU3732  PID         -  JU3732
 JU3732  STATE/COUNTY-  DE/NEW CASTLE
 JU3732  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3732
 JU3732                         *CURRENT SURVEY CONTROL
 JU3732  ___________________________________________________________________
 JU3732* NAD 83(1991)-  39 43 34.49412(N)    075 32 08.04795(W)     ADJUSTED  
 JU3732* NAVD 88     -              **(meters)            **(feet)            
 JU3732  ___________________________________________________________________
 JU3732  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JU3732  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3732  HORZ ORDER  -  THIRD
 JU3732
 JU3732.The horizontal coordinates were established by classical geodetic methods
 JU3732.and adjusted by the National Geodetic Survey in January 1992.
 JU3732
 JU3732
 JU3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3732
 JU3732.The geoid height was determined by GEOID03.
 JU3732
 JU3732;                    North         East     Units Scale Factor Converg.
 JU3732;SPC DE       -   191,641.621   189,806.102   MT  0.99999628   -0 04 33.6
 JU3732;SPC DE       -   628,744.22    622,722.19   sFT  0.99999628   -0 04 33.6
 JU3732;SPC NJ       -    99,635.031    61,224.643   MT  0.99999700   -0 39 42.8
 JU3732;SPC NJ       -   326,885.93    200,867.85   sFT  0.99999700   -0 39 42.8
 JU3732;UTM  18      - 4,397,511.287   454,101.844   MT  0.99962594   -0 20 32.3
 JU3732
 JU3732                          SUPERSEDED SURVEY CONTROL
 JU3732
 JU3732  NAD 83(1986)-  39 43 34.48878(N)    075 32 08.05315(W) AD(       ) 4
 JU3732  NAD 27      -  39 43 34.08300(N)    075 32 09.34000(W) AD(       ) 3
 JU3732
 JU3732.Superseded values are not recommended for survey control.
 JU3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3732.See file dsdata.txt to determine how the superseded data were derived.
 JU3732
 JU3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5410297511(NAD 83)
 JU3732_MARKER: 63 = STACK
 JU3732_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3732
 JU3732  HISTORY     - Date     Condition        Report By
 JU3732  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3732  HISTORY     - 1946     GOOD             CGS
 JU3732  HISTORY     - 1982     GOOD             NOS
 JU3732  HISTORY     - 1984     GOOD             USPSQD
 JU3732
 JU3732                          STATION DESCRIPTION
 JU3732
 JU3732'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3732'LOCATED ABOUT 1/2 MILE S OF 4TH STREET BRIDGE OVER CHRISTIANA RIVER.
 JU3732'
 JU3732'IN THE S PART OF TOWN ON THE E SIDE OF CHRISTIANA RIVER BESIDE
 JU3732'THE SHELLPOT BRANCH OF THE PENNSYLVANIA RAILROAD.
 JU3732'
 JU3732'STACK IS BUILT OF CONCRETE, SURMOUNTED BY SEVERAL LIGHTNING RODS.
 JU3732'
 JU3732'DIMENSIONS--140 FEET HIGH, 8 FEET AT BASE, 5 FEET AT TOP.  SOOTY
 JU3732'AT TOP.
 JU3732
 JU3732                          STATION RECOVERY (1946)
 JU3732
 JU3732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3732'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3732'ADEQUATE.
 JU3732
 JU3732                          STATION RECOVERY (1982)
 JU3732
 JU3732'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3732'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3732
 JU3732                          STATION RECOVERY (1984)
 JU3732
 JU3732'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3732'LOCATION IS AS DESCRIBED EXCEPT BUILDINGS ARE NOW DU POINT CO.,
 JU3732'CHRISTINA LABORATORIES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3734 ***********************************************************************
 JU3734  DESIGNATION -  WILMINGTON DELAWARE FLOOR TANK
 JU3734  PID         -  JU3734
 JU3734  STATE/COUNTY-  DE/NEW CASTLE
 JU3734  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3734
 JU3734                         *CURRENT SURVEY CONTROL
 JU3734  ___________________________________________________________________
 JU3734* NAD 83(1991)-  39 43 34.72502(N)    075 32 07.27528(W)     ADJUSTED  
 JU3734* NAVD 88     -              **(meters)            **(feet)            
 JU3734  ___________________________________________________________________
 JU3734  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JU3734  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3734  HORZ ORDER  -  THIRD
 JU3734
 JU3734.The horizontal coordinates were established by classical geodetic methods
 JU3734.and adjusted by the National Geodetic Survey in January 1992.
 JU3734
 JU3734
 JU3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3734
 JU3734.The geoid height was determined by GEOID03.
 JU3734
 JU3734;                    North         East     Units Scale Factor Converg.
 JU3734;SPC DE       -   191,648.718   189,824.512   MT  0.99999627   -0 04 33.1
 JU3734;SPC DE       -   628,767.50    622,782.59   sFT  0.99999627   -0 04 33.1
 JU3734;SPC NJ       -    99,641.939    61,243.126   MT  0.99999696   -0 39 42.3
 JU3734;SPC NJ       -   326,908.59    200,928.49   sFT  0.99999696   -0 39 42.3
 JU3734;UTM  18      - 4,397,518.296   454,120.281   MT  0.99962591   -0 20 31.8
 JU3734
 JU3734                          SUPERSEDED SURVEY CONTROL
 JU3734
 JU3734  NAD 83(1986)-  39 43 34.72016(N)    075 32 07.27906(W) AD(       ) 4
 JU3734  NAD 27      -  39 43 34.31700(N)    075 32 08.56500(W) AD(       ) 3
 JU3734
 JU3734.Superseded values are not recommended for survey control.
 JU3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3734.See file dsdata.txt to determine how the superseded data were derived.
 JU3734
 JU3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5412097518(NAD 83)
 JU3734_MARKER: 51 = TANK
 JU3734_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3734
 JU3734  HISTORY     - Date     Condition        Report By
 JU3734  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3734  HISTORY     - 1975     GOOD             NGS
 JU3734  HISTORY     - 1984     GOOD             USPSQD
 JU3734
 JU3734                          STATION DESCRIPTION
 JU3734
 JU3734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3734'IN THE S PART OF WILMINGTON ON THE E SIDE OF THE CHRISTIANA AVENUE
 JU3734'BESIDE THE SHELLPOT BRANCH OF THE PENNSYLVANIA RAILROAD.
 JU3734'
 JU3734'TANK IS PAINTED ALUMINUM WITH DELAWARE FLOOR PRODUCTS CO. ON A
 JU3734'BLACK BACKGROUND ON THE N AND S SIDES.  LEGS ARE VERTICAL.
 JU3734'
 JU3734'DIMENSIONS--125 FEET HIGH.
 JU3734
 JU3734                          STATION RECOVERY (1975)
 JU3734
 JU3734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3734'THE STATION WAS RECOVERED--THE ORIGNAL DESCRIPTION IS ADEQUATE.
 JU3734
 JU3734                          STATION RECOVERY (1984)
 JU3734
 JU3734'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3734'STATION RECOVERED FAIR.
 JU3734'
 JU3734'LOCATION IS AS DESCRIBED EXCEPT BUILDINGS ARE NOW DU PONT CO.,
 JU3734'CHRISTINA LABORATORIES.  TANK IS PAINTED ALUMINUM COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3633 ***********************************************************************
 JU3633  DESIGNATION -  WILMINGTON E DUPONT WATER TANK
 JU3633  PID         -  JU3633
 JU3633  STATE/COUNTY-  DE/NEW CASTLE
 JU3633  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3633
 JU3633                         *CURRENT SURVEY CONTROL
 JU3633  ___________________________________________________________________
 JU3633* NAD 83(1991)-  39 47 13.39193(N)    075 36 45.92878(W)     ADJUSTED  
 JU3633* NAVD 88     -              **(meters)            **(feet)            
 JU3633  ___________________________________________________________________
 JU3633  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 JU3633  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3633
 JU3633.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3633
 JU3633  NAD 83(1986)-  39 47 13.38764(N)    075 36 45.93520(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3633.See file dsdata.txt to determine how the superseded data were derived.
 JU3633
 JU3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4753304302(NAD 83)
 JU3633_MARKER: 51 = TANK
 JU3633_SETTING: 0 = UNSPECIFIED SETTING
 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 = MARCH  2, 2009
 JU3738 ***********************************************************************
 JU3738  DESIGNATION -  WILMINGTON EAST MALL IRON STK
 JU3738  PID         -  JU3738
 JU3738  STATE/COUNTY-  DE/NEW CASTLE
 JU3738  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3738
 JU3738                         *CURRENT SURVEY CONTROL
 JU3738  ___________________________________________________________________
 JU3738* NAD 83(1991)-  39 43 24.66476(N)    075 32 24.65320(W)     ADJUSTED  
 JU3738* NAVD 88     -              **(meters)            **(feet)            
 JU3738  ___________________________________________________________________
 JU3738  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU3738  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3738  HORZ ORDER  -  THIRD
 JU3738
 JU3738.The horizontal coordinates were established by classical geodetic methods
 JU3738.and adjusted by the National Geodetic Survey in January 1992.
 JU3738
 JU3738
 JU3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3738
 JU3738.The geoid height was determined by GEOID03.
 JU3738
 JU3738;                    North         East     Units Scale Factor Converg.
 JU3738;SPC DE       -   191,339.005   189,410.232   MT  0.99999638   -0 04 44.2
 JU3738;SPC DE       -   627,751.39    621,423.40   sFT  0.99999638   -0 04 44.2
 JU3738;SPC NJ       -    99,336.478    60,825.700   MT  0.99999787   -0 39 53.3
 JU3738;SPC NJ       -   325,906.43    199,558.98   sFT  0.99999787   -0 39 53.3
 JU3738;UTM  18      - 4,397,210.626   453,704.720   MT  0.99962639   -0 20 42.8
 JU3738
 JU3738                          SUPERSEDED SURVEY CONTROL
 JU3738
 JU3738  NAD 83(1986)-  39 43 24.65954(N)    075 32 24.65858(W) AD(       ) 4
 JU3738  NAD 27      -  39 43 24.25700(N)    075 32 25.94700(W) AD(       ) 3
 JU3738
 JU3738.Superseded values are not recommended for survey control.
 JU3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3738.See file dsdata.txt to determine how the superseded data were derived.
 JU3738
 JU3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5370597211(NAD 83)
 JU3738_MARKER: 63 = STACK
 JU3738
 JU3738  HISTORY     - Date     Condition        Report By
 JU3738  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3738  HISTORY     - 1946     GOOD             CGS
 JU3738  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3738
 JU3738                          STATION DESCRIPTION
 JU3738
 JU3738'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3738'AT S EDGE OF WILMINGTON ABOUT 1/2 MILE OUT NEW CASTLE AVENUE, AND
 JU3738'ABOUT 1/4 MILE W OF PYRITES COMPANY.
 JU3738'
 JU3738'STACK IS REAR (E) OF LARGE RED-BRICK TWO-STORY FACTORY
 JU3738'BUILDING.  IT IS BUILT OF YELLOW TILE, SOOTY AT TOP, SURMOUNTED
 JU3738'BY LIGHTNING RODS.  8 STEEL BANDS IN UPPER HALF OF STACK.
 JU3738'
 JU3738'DIMENSIONS--110 FEET HIGH, 10 FEET AT BASE, 8 FEET AT TOP.
 JU3738
 JU3738                          STATION RECOVERY (1946)
 JU3738
 JU3738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3738'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3738'IS ADEQUATE.
 JU3738
 JU3738                          STATION RECOVERY (1984)
 JU3738
 JU3738'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3738'STATION DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3761 ***********************************************************************
 JU3761  DESIGNATION -  WILMINGTON EDGEMOOR IRON STACK
 JU3761  PID         -  JU3761
 JU3761  STATE/COUNTY-  DE/NEW CASTLE
 JU3761  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3761
 JU3761                         *CURRENT SURVEY CONTROL
 JU3761  ___________________________________________________________________
 JU3761* NAD 83(1991)-  39 44 39.24294(N)    075 30 09.88370(W)     ADJUSTED  
 JU3761* NAVD 88     -              **(meters)            **(feet)            
 JU3761  ___________________________________________________________________
 JU3761  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU3761  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3761  HORZ ORDER  -  THIRD
 JU3761
 JU3761.The horizontal coordinates were established by classical geodetic methods
 JU3761.and adjusted by the National Geodetic Survey in January 1992.
 JU3761
 JU3761
 JU3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3761
 JU3761.The geoid height was determined by GEOID03.
 JU3761
 JU3761;                    North         East     Units Scale Factor Converg.
 JU3761;SPC DE       -   193,635.347   192,622.084   MT  0.99999567   -0 03 18.1
 JU3761;SPC DE       -   635,285.30    631,960.95   sFT  0.99999567   -0 03 18.1
 JU3761;SPC NJ       -   101,599.848    64,060.864   MT  0.99999090   -0 38 28.2
 JU3761;SPC NJ       -   333,332.17    210,173.02   sFT  0.99999090   -0 38 28.2
 JU3761;UTM  18      - 4,399,491.166   456,926.015   MT  0.99962284   -0 19 17.2
 JU3761
 JU3761                          SUPERSEDED SURVEY CONTROL
 JU3761
 JU3761  NAD 83(1986)-  39 44 39.23849(N)    075 30 09.88814(W) AD(       ) 4
 JU3761  NAD 27      -  39 44 38.82900(N)    075 30 11.17900(W) AD(       ) 3
 JU3761
 JU3761.Superseded values are not recommended for survey control.
 JU3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3761.See file dsdata.txt to determine how the superseded data were derived.
 JU3761
 JU3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5692699491(NAD 83)
 JU3761_MARKER: 63 = STACK
 JU3761
 JU3761  HISTORY     - Date     Condition        Report By
 JU3761  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3761  HISTORY     - 1946     GOOD             CGS
 JU3761
 JU3761                          STATION DESCRIPTION
 JU3761
 JU3761'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3761'THIS STATION IS THE CENTER OF THE LARGE DARK BRICK STACK NEAR THE
 JU3761'CENTER OF THE PLANT OF THE EDGEMOOR IRON COMPANY ON THE NW BANK
 JU3761'OF THE DELAWARE RIVER ABOUT 1-1/2 MILES ABOVE THE MOUTH OF THE
 JU3761'CHRISTIANA RIVER.  THE STACK IS SQUARE BRICK WITH VERY PRONOUNCED
 JU3761'CORBEL AT THE TOP.
 JU3761
 JU3761                          STATION RECOVERY (1946)
 JU3761
 JU3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3761'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3761'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3745 ***********************************************************************
 JU3745  DESIGNATION -  WILMINGTON GRACE ME CH SPIRE
 JU3745  PID         -  JU3745
 JU3745  STATE/COUNTY-  DE/NEW CASTLE
 JU3745  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3745
 JU3745                         *CURRENT SURVEY CONTROL
 JU3745  ___________________________________________________________________
 JU3745* NAD 83(1991)-  39 44 46.32195(N)    075 33 06.55751(W)     ADJUSTED  
 JU3745* NAVD 88     -              **(meters)            **(feet)            
 JU3745  ___________________________________________________________________
 JU3745  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU3745  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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
 JU3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3745
 JU3745.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3745
 JU3745  NAD 83(1986)-  39 44 46.31759(N)    075 33 06.56481(W) AD(       ) 4
 JU3745  NAD 27      -  39 44 45.91100(N)    075 33 07.84900(W) AD(       ) 3
 JU3745
 JU3745.Superseded values are not recommended for survey control.
 JU3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3745.See file dsdata.txt to determine how the superseded data were derived.
 JU3745
 JU3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5272399734(NAD 83)
 JU3745_MARKER: 70 = MONUMENT
 JU3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3631 ***********************************************************************
 JU3631  DESIGNATION -  WILMINGTON GREENHILL PRESB CH
 JU3631  PID         -  JU3631
 JU3631  STATE/COUNTY-  DE/NEW CASTLE
 JU3631  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3631
 JU3631                         *CURRENT SURVEY CONTROL
 JU3631  ___________________________________________________________________
 JU3631* NAD 83(1991)-  39 45 50.26206(N)    075 35 00.74854(W)     ADJUSTED  
 JU3631* NAVD 88     -              **(meters)            **(feet)            
 JU3631  ___________________________________________________________________
 JU3631  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU3631  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3631
 JU3631.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3631
 JU3631  NAD 83(1986)-  39 45 50.25749(N)    075 35 00.75477(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3631.See file dsdata.txt to determine how the superseded data were derived.
 JU3631
 JU3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5001801723(NAD 83)
 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 = MARCH  2, 2009
 JU3749 ***********************************************************************
 JU3749  DESIGNATION -  WILMINGTON H AND H CORP STACK
 JU3749  PID         -  JU3749
 JU3749  STATE/COUNTY-  DE/NEW CASTLE
 JU3749  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3749
 JU3749                         *CURRENT SURVEY CONTROL
 JU3749  ___________________________________________________________________
 JU3749* NAD 83(1991)-  39 44 18.54251(N)    075 33 26.49868(W)     ADJUSTED  
 JU3749* NAVD 88     -              **(meters)            **(feet)            
 JU3749  ___________________________________________________________________
 JU3749  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JU3749  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3749  HORZ ORDER  -  THIRD
 JU3749
 JU3749.The horizontal coordinates were established by classical geodetic methods
 JU3749.and adjusted by the National Geodetic Survey in January 1992.
 JU3749
 JU3749
 JU3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3749
 JU3749.The geoid height was determined by GEOID03.
 JU3749
 JU3749;                    North         East     Units Scale Factor Converg.
 JU3749;SPC DE       -   193,002.839   187,939.941   MT  0.99999679   -0 05 23.8
 JU3749;SPC DE       -   633,210.15    616,599.62   sFT  0.99999679   -0 05 23.8
 JU3749;SPC NJ       -   101,015.267    59,372.497   MT  1.00000109   -0 40 33.6
 JU3749;SPC NJ       -   331,414.26    194,791.27   sFT  1.00000109   -0 40 33.6
 JU3749;UTM  18      - 4,398,880.660   452,242.719   MT  0.99962808   -0 21 22.7
 JU3749
 JU3749                          SUPERSEDED SURVEY CONTROL
 JU3749
 JU3749  NAD 83(1986)-  39 44 18.53761(N)    075 33 26.50474(W) AD(       ) 4
 JU3749  NAD 27      -  39 44 18.13100(N)    075 33 27.77800(W) AD(       ) 3
 JU3749
 JU3749.Superseded values are not recommended for survey control.
 JU3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3749.See file dsdata.txt to determine how the superseded data were derived.
 JU3749
 JU3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5224398881(NAD 83)
 JU3749_MARKER: 63 = STACK
 JU3749
 JU3749  HISTORY     - Date     Condition        Report By
 JU3749  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3749  HISTORY     - 1946     GOOD             CGS
 JU3749  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3749
 JU3749                          STATION DESCRIPTION
 JU3749
 JU3749'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3749'ABOUT 300 FEET S OF FRONT STREET AND IN LINE WITH WASHINGTON
 JU3749'WHICH FORMES A T-INTERSECTION AT FRONT STREET.
 JU3749'
 JU3749'STACK IS BUILT OF YELLOW TILE WITH BLACK INSERT WORK AT
 JU3749'TOP.  SURMOUNTED BY SEVERAL LIGHTING RODS.
 JU3749'
 JU3749'H AND H CORPORATION ON E AND W SIDES.  (HARLAN AND HOLLINGSWORTH)
 JU3749'
 JU3749'DIMENSIONS--90 FEET HIGH, 10 FEET AT BASE, 8 FEET AT TOP.
 JU3749'
 JU3749'LOCATED IN A GROUP OF BUILDINGS KNOWN AS THE HARLAN PLANT OF
 JU3749'THE BETHLEHEM STEEL COMPANY.
 JU3749
 JU3749                          STATION RECOVERY (1946)
 JU3749
 JU3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3749'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3749'IS ADEQUATE.
 JU3749
 JU3749                          STATION RECOVERY (1984)
 JU3749
 JU3749'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3749'STATION DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3712 ***********************************************************************
 JU3712  DESIGNATION -  WILMINGTON LUXBURGER BREW TWR
 JU3712  PID         -  JU3712
 JU3712  STATE/COUNTY-  DE/NEW CASTLE
 JU3712  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3712
 JU3712                         *CURRENT SURVEY CONTROL
 JU3712  ___________________________________________________________________
 JU3712* NAD 83(1991)-  39 44 54.94426(N)    075 34 07.27154(W)     ADJUSTED  
 JU3712* NAVD 88     -              **(meters)            **(feet)            
 JU3712  ___________________________________________________________________
 JU3712  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU3712  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3712  HORZ ORDER  -  THIRD
 JU3712
 JU3712.The horizontal coordinates were established by classical geodetic methods
 JU3712.and adjusted by the National Geodetic Survey in January 1992.
 JU3712
 JU3712
 JU3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3712
 JU3712.The geoid height was determined by GEOID03.
 JU3712
 JU3712;                    North         East     Units Scale Factor Converg.
 JU3712;SPC DE       -   194,127.108   186,971.017   MT  0.99999709   -0 05 49.9
 JU3712;SPC DE       -   636,898.69    613,420.74   sFT  0.99999709   -0 05 49.9
 JU3712;SPC NJ       -   102,149.394    58,415.119   MT  1.00000323   -0 41 00.2
 JU3712;SPC NJ       -   335,135.14    191,650.27   sFT  1.00000323   -0 41 00.2
 JU3712;UTM  18      - 4,400,009.005   451,279.387   MT  0.99962922   -0 21 49.1
 JU3712
 JU3712                          SUPERSEDED SURVEY CONTROL
 JU3712
 JU3712  NAD 83(1986)-  39 44 54.93983(N)    075 34 07.27772(W) AD(       ) 4
 JU3712  NAD 27      -  39 44 54.53600(N)    075 34 08.54800(W) AD(       ) 3
 JU3712
 JU3712.Superseded values are not recommended for survey control.
 JU3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3712.See file dsdata.txt to determine how the superseded data were derived.
 JU3712
 JU3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5127900009(NAD 83)
 JU3712_MARKER: 55 = TOWER
 JU3712
 JU3712  HISTORY     - Date     Condition        Report By
 JU3712  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3712  HISTORY     - 1946     GOOD             CGS
 JU3712  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3712
 JU3712                          STATION DESCRIPTION
 JU3712
 JU3712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3712'AT THE NE CORNER OF FIFTH AND DU PONT STREETS, ON TOP OF BAVARIAN
 JU3712'LUXBURGER BREWING COMPANY PLANT.  PLANT IS HOUSED IN A FIVE-STORY
 JU3712'RED-BRICK BUILDING.  TOWER IS OCTAGONAL, 25 FEET ACROSS, 2 WINDOWS
 JU3712'ON EACH SIDE, PAINTED YELLOW AND TRIMMED IN GREEN.  SPIRE OF TOWER
 JU3712'100 FEET ABOVE STREET LEVEL.
 JU3712'
 JU3712'IMMEDIATELY W OF BUILDING IS A SQUARE BRICK STACK, 70 FEET HIGH,
 JU3712'8 FEET AT BASE, 6 FEET AT TOP, LIGHTNING RODDED, WITH SIGN ON ALL
 JU3712'FOUR FACES.  BLB CO.
 JU3712
 JU3712                          STATION RECOVERY (1946)
 JU3712
 JU3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3712'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3712'ADEQUATE EXCEPT PLANT IS NOW KNOWN AS KRUGER BREWING COMPANY.
 JU3712
 JU3712                          STATION RECOVERY (1984)
 JU3712
 JU3712'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3712'STATION DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3759 ***********************************************************************
 JU3759  DESIGNATION -  WILMINGTON MARINE TERMINAL TK
 JU3759  PID         -  JU3759
 JU3759  STATE/COUNTY-  DE/NEW CASTLE
 JU3759  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3759
 JU3759                         *CURRENT SURVEY CONTROL
 JU3759  ___________________________________________________________________
 JU3759* NAD 83(1991)-  39 43 06.50591(N)    075 31 38.77021(W)     ADJUSTED  
 JU3759* NAVD 88     -              **(meters)            **(feet)            
 JU3759  ___________________________________________________________________
 JU3759  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 JU3759  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3759  HORZ ORDER  -  THIRD
 JU3759
 JU3759.The horizontal coordinates were established by classical geodetic methods
 JU3759.and adjusted by the National Geodetic Survey in January 1992.
 JU3759
 JU3759
 JU3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3759
 JU3759.The geoid height was determined by GEOID03.
 JU3759
 JU3759;                    North         East     Units Scale Factor Converg.
 JU3759;SPC DE       -   190,777.534   190,502.281   MT  0.99999611   -0 04 14.8
 JU3759;SPC DE       -   625,909.29    625,006.23   sFT  0.99999611   -0 04 14.8
 JU3759;SPC NJ       -    98,763.871    61,911.951   MT  0.99999550   -0 39 23.7
 JU3759;SPC NJ       -   324,027.80    203,122.79   sFT  0.99999550   -0 39 23.7
 JU3759;UTM  18      - 4,396,644.296   454,793.743   MT  0.99962516   -0 20 13.4
 JU3759
 JU3759                          SUPERSEDED SURVEY CONTROL
 JU3759
 JU3759  NAD 83(1986)-  39 43 06.50040(N)    075 31 38.77529(W) AD(       ) 4
 JU3759  NAD 27      -  39 43 06.10000(N)    075 31 40.06300(W) AD(       ) 3
 JU3759
 JU3759.Superseded values are not recommended for survey control.
 JU3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3759.See file dsdata.txt to determine how the superseded data were derived.
 JU3759
 JU3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5479496644(NAD 83)
 JU3759_MARKER: 51 = TANK
 JU3759_SETTING: 0 = UNSPECIFIED SETTING
 JU3759
 JU3759  HISTORY     - Date     Condition        Report By
 JU3759  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3759  HISTORY     - 1975     GOOD             NGS
 JU3759  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3759  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 JU3759
 JU3759                          STATION DESCRIPTION
 JU3759
 JU3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3759'ON THE TERMINAL GROUNDS AT THE S END OF CHRISTIANA AVENUE,
 JU3759'ABOUT 1 MILE SE OF WILMINGTON.
 JU3759'
 JU3759'BARREL PAINTED DARK GREEN WITH WILMINGTON MARINE TERMINAL ON
 JU3759'RIVER (E) SIDE IN WHITE.  REMAINDER OF TANK PAINTED BLACK.  TANK
 JU3759'WELL PROPORTIONED.  THERE IS A LARGE LUMBER YARD ON W AND A LARGE
 JU3759'ONE-STORY WAREHOUSE TO NE.
 JU3759'
 JU3759'HEIGHT--90 FEET TO FINIAL.
 JU3759
 JU3759                          STATION RECOVERY (1975)
 JU3759
 JU3759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3759'THE STATION WAS RECOVERED--THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JU3759
 JU3759                          STATION RECOVERY (1984)
 JU3759
 JU3759'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3759'STATION DEMOLISHED 10 YEARS AGO.
 JU3759
 JU3759                          STATION RECOVERY (1991)
 JU3759
 JU3759'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3743 ***********************************************************************
 JU3743  DESIGNATION -  WILMINGTON MUN BLDG S FLAGPOLE
 JU3743  PID         -  JU3743
 JU3743  STATE/COUNTY-  DE/NEW CASTLE
 JU3743  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3743
 JU3743                         *CURRENT SURVEY CONTROL
 JU3743  ___________________________________________________________________
 JU3743* NAD 83(1991)-  39 44 43.08859(N)    075 32 47.21440(W)     ADJUSTED  
 JU3743* NAVD 88     -              **(meters)            **(feet)            
 JU3743  ___________________________________________________________________
 JU3743  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU3743  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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
 JU3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3743
 JU3743.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3743
 JU3743  NAD 83(1986)-  39 44 43.08381(N)    075 32 47.21987(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3743.See file dsdata.txt to determine how the superseded data were derived.
 JU3743
 JU3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5318299632(NAD 83)
 JU3743_MARKER: 62 = FLAGPOLE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3744 ***********************************************************************
 JU3744  DESIGNATION -  WILMINGTON MUN BLDG N FLAGPOLE
 JU3744  PID         -  JU3744
 JU3744  STATE/COUNTY-  DE/NEW CASTLE
 JU3744  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3744
 JU3744                         *CURRENT SURVEY CONTROL
 JU3744  ___________________________________________________________________
 JU3744* NAD 83(1991)-  39 44 44.61779(N)    075 32 46.18029(W)     ADJUSTED  
 JU3744* NAVD 88     -              **(meters)            **(feet)            
 JU3744  ___________________________________________________________________
 JU3744  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU3744  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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
 JU3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3744
 JU3744.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3744
 JU3744  NAD 83(1986)-  39 44 44.61303(N)    075 32 46.18576(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3744.See file dsdata.txt to determine how the superseded data were derived.
 JU3744
 JU3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5320799679(NAD 83)
 JU3744_MARKER: 62 = FLAGPOLE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3636 ***********************************************************************
 JU3636  DESIGNATION -  WILMINGTON MUN WATER WKS TOWER
 JU3636  PID         -  JU3636
 JU3636  STATE/COUNTY-  DE/NEW CASTLE
 JU3636  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3636
 JU3636                         *CURRENT SURVEY CONTROL
 JU3636  ___________________________________________________________________
 JU3636* NAD 83(1991)-  39 46 02.60296(N)    075 34 28.69986(W)     ADJUSTED  
 JU3636* NAVD 88     -              **(meters)            **(feet)            
 JU3636  ___________________________________________________________________
 JU3636  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JU3636  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3636
 JU3636.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3636
 JU3636  NAD 83(1986)-  39 46 02.59829(N)    075 34 28.70605(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3636.See file dsdata.txt to determine how the superseded data were derived.
 JU3636
 JU3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5078302098(NAD 83)
 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 = MARCH  2, 2009
 JU3728 ***********************************************************************
 JU3728  DESIGNATION -  WILMINGTON NE TRANS TOWER
 JU3728  PID         -  JU3728
 JU3728  STATE/COUNTY-  DE/NEW CASTLE
 JU3728  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3728
 JU3728                         *CURRENT SURVEY CONTROL
 JU3728  ___________________________________________________________________
 JU3728* NAD 83(1991)-  39 43 52.51128(N)    075 31 54.31457(W)     ADJUSTED  
 JU3728* NAVD 88     -              **(meters)            **(feet)            
 JU3728  ___________________________________________________________________
 JU3728  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU3728  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 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
 JU3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3728
 JU3728.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3728
 JU3728  NAD 83(1986)-  39 43 52.50618(N)    075 31 54.31980(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3728.See file dsdata.txt to determine how the superseded data were derived.
 JU3728
 JU3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5443298065(NAD 83)
 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 = MARCH  2, 2009
 JU3740 ***********************************************************************
 JU3740  DESIGNATION -  WILMINGTON NEW C LEATHER STACK
 JU3740  PID         -  JU3740
 JU3740  STATE/COUNTY-  DE/NEW CASTLE
 JU3740  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3740
 JU3740                         *CURRENT SURVEY CONTROL
 JU3740  ___________________________________________________________________
 JU3740* NAD 83(1991)-  39 44 43.47753(N)    075 32 36.05376(W)     ADJUSTED  
 JU3740* NAVD 88     -              **(meters)            **(feet)            
 JU3740  ___________________________________________________________________
 JU3740  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JU3740  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3740  HORZ ORDER  -  THIRD
 JU3740
 JU3740.The horizontal coordinates were established by classical geodetic methods
 JU3740.and adjusted by the National Geodetic Survey in January 1992.
 JU3740
 JU3740
 JU3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3740
 JU3740.The geoid height was determined by GEOID03.
 JU3740
 JU3740;                    North         East     Units Scale Factor Converg.
 JU3740;SPC DE       -   193,770.080   189,142.154   MT  0.99999645   -0 04 51.6
 JU3740;SPC DE       -   635,727.34    620,543.88   sFT  0.99999645   -0 04 51.6
 JU3740;SPC NJ       -   101,770.172    60,582.499   MT  0.99999840   -0 40 01.7
 JU3740;SPC NJ       -   333,890.97    198,761.08   sFT  0.99999840   -0 40 01.7
 JU3740;UTM  18      - 4,399,642.021   453,448.041   MT  0.99962668   -0 20 50.7
 JU3740
 JU3740                          SUPERSEDED SURVEY CONTROL
 JU3740
 JU3740  NAD 83(1986)-  39 44 43.47257(N)    075 32 36.05942(W) AD(       ) 4
 JU3740  NAD 27      -  39 44 43.10000(N)    075 32 37.29000(W) AD(       ) 3
 JU3740
 JU3740.Superseded values are not recommended for survey control.
 JU3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3740.See file dsdata.txt to determine how the superseded data were derived.
 JU3740
 JU3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5344899642(NAD 83)
 JU3740_MARKER: 63 = STACK
 JU3740
 JU3740  HISTORY     - Date     Condition        Report By
 JU3740  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3740  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3740
 JU3740                          STATION DESCRIPTION
 JU3740
 JU3740'DESCRIBED BY US POWER SQUADRON 1984 (JLM)
 JU3740'STATION DEMOLISHED BY URBAN RENEWAL.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3741 ***********************************************************************
 JU3741  DESIGNATION -  WILMINGTON NEW C LEATHER TANK
 JU3741  PID         -  JU3741
 JU3741  STATE/COUNTY-  DE/NEW CASTLE
 JU3741  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3741
 JU3741                         *CURRENT SURVEY CONTROL
 JU3741  ___________________________________________________________________
 JU3741* NAD 83(1991)-  39 44 44.88210(N)    075 32 35.53345(W)     ADJUSTED  
 JU3741* NAVD 88     -              **(meters)            **(feet)            
 JU3741  ___________________________________________________________________
 JU3741  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU3741  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3741  HORZ ORDER  -  THIRD
 JU3741
 JU3741.The horizontal coordinates were established by classical geodetic methods
 JU3741.and adjusted by the National Geodetic Survey in January 1992.
 JU3741
 JU3741
 JU3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3741
 JU3741.The geoid height was determined by GEOID03.
 JU3741
 JU3741;                    North         East     Units Scale Factor Converg.
 JU3741;SPC DE       -   193,813.381   189,154.603   MT  0.99999645   -0 04 51.3
 JU3741;SPC DE       -   635,869.40    620,584.73   sFT  0.99999645   -0 04 51.3
 JU3741;SPC NJ       -   101,813.344    60,595.391   MT  0.99999838   -0 40 01.4
 JU3741;SPC NJ       -   334,032.61    198,803.38   sFT  0.99999838   -0 40 01.4
 JU3741;UTM  18      - 4,399,685.248   453,460.686   MT  0.99962666   -0 20 50.4
 JU3741
 JU3741                          SUPERSEDED SURVEY CONTROL
 JU3741
 JU3741  NAD 83(1986)-  39 44 44.87735(N)    075 32 35.53880(W) AD(       ) 4
 JU3741  NAD 27      -  39 44 44.47000(N)    075 32 36.83000(W) AD(       ) 3
 JU3741
 JU3741.Superseded values are not recommended for survey control.
 JU3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3741.See file dsdata.txt to determine how the superseded data were derived.
 JU3741
 JU3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5346199685(NAD 83)
 JU3741_MARKER: 51 = TANK
 JU3741_SETTING: 0 = UNSPECIFIED SETTING
 JU3741
 JU3741  HISTORY     - Date     Condition        Report By
 JU3741  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3741  HISTORY     - 1946     GOOD             CGS
 JU3741  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3741
 JU3741                          STATION DESCRIPTION
 JU3741
 JU3741'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3741'AT SE CORNER OF TWELFTH STREET AND WILSON STREET.  ONE-STORY
 JU3741'RED-BRICK BUILDING AT BASE.  TANK IS PAINTED BLACK, RATHER
 JU3741'SQUATTY.  PAINTED WHITE ON W AND E SIDES IS--NEW CASTLE
 JU3741'LEATHER MFG CO
 JU3741'
 JU3741'THE PLANT COVERS SEVERAL SQUARE BLOCKS.
 JU3741'
 JU3741'HEIGHT--ABOUT 100 FEET TO FINIAL FROM STREET LEVEL.
 JU3741
 JU3741                          STATION RECOVERY (1946)
 JU3741
 JU3741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3741'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3741'IS ADEQUATE.
 JU3741
 JU3741                          STATION RECOVERY (1984)
 JU3741
 JU3741'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3741'STATION DEMOLISHED BY URBAN RENEWAL.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3648 ***********************************************************************
 JU3648  DESIGNATION -  WILMINGTON P AND L RED STACK
 JU3648  PID         -  JU3648
 JU3648  STATE/COUNTY-  DE/NEW CASTLE
 JU3648  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3648
 JU3648                         *CURRENT SURVEY CONTROL
 JU3648  ___________________________________________________________________
 JU3648* NAD 83(1991)-  39 45 01.03205(N)    075 32 28.22672(W)     ADJUSTED  
 JU3648* NAVD 88     -              **(meters)            **(feet)            
 JU3648  ___________________________________________________________________
 JU3648  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3648  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3648  HORZ ORDER  -  THIRD
 JU3648
 JU3648.The horizontal coordinates were established by classical geodetic methods
 JU3648.and adjusted by the National Geodetic Survey in January 1992.
 JU3648
 JU3648
 JU3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3648
 JU3648.The geoid height was determined by GEOID03.
 JU3648
 JU3648;                    North         East     Units Scale Factor Converg.
 JU3648;SPC DE       -   194,311.226   189,329.255   MT  0.99999640   -0 04 46.6
 JU3648;SPC DE       -   637,502.75    621,157.73   sFT  0.99999640   -0 04 46.6
 JU3648;SPC NJ       -   102,309.376    60,775.127   MT  0.99999798   -0 39 56.9
 JU3648;SPC NJ       -   335,660.01    199,393.06   sFT  0.99999798   -0 39 56.9
 JU3648;UTM  18      - 4,400,182.091   453,637.586   MT  0.99962646   -0 20 45.8
 JU3648
 JU3648                          SUPERSEDED SURVEY CONTROL
 JU3648
 JU3648  NAD 83(1986)-  39 45 01.02749(N)    075 32 28.23195(W) AD(       ) 4
 JU3648  NAD 27      -  39 45 00.61900(N)    075 32 29.50800(W) AD(       ) 3
 JU3648
 JU3648.Superseded values are not recommended for survey control.
 JU3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3648.See file dsdata.txt to determine how the superseded data were derived.
 JU3648
 JU3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5363800182(NAD 83)
 JU3648_MARKER: 63 = STACK
 JU3648
 JU3648  HISTORY     - Date     Condition        Report By
 JU3648  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3648  HISTORY     - 1946     GOOD             CGS
 JU3648  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3648
 JU3648                          STATION DESCRIPTION
 JU3648
 JU3648'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3648'ON N SIDE OF BRANDYWINE CREEK AT SITE OF POWER PLANT AT RACE
 JU3648'AND HUTTON STREETS ABOUT 125 FEET S OF RACE STREET AND 25 FEET E
 JU3648'OF HUTTON STREET.  AT W END OF LARGE RED-BRICK PLANT.
 JU3648'
 JU3648'VERY SLIGHT CORBEL, TWO LIGHTNING RODS.  HAS BLACK STEEL BAND
 JU3648'AT MIDPOINT.  SOOTY AT TOP.  RED BRICK.
 JU3648'
 JU3648'DIMENSIONS--ABOUT 190 FEET HIGH.  8 FEET IN DIAMETER AT TOP.
 JU3648'
 JU3648'ABOUT 25 FEET E IS ANOTHER STACK, BLACK STEEL, ABOUT 7 FEET
 JU3648'IN DIAMETER, NO BETTER, AND ABOUT 125 FEET HIGH.
 JU3648
 JU3648                          STATION RECOVERY (1946)
 JU3648
 JU3648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3648'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3648'ADEQUATE.
 JU3648
 JU3648                          STATION RECOVERY (1983)
 JU3648
 JU3648'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3648'BOTH STACKS AND ALL BUILDINGS HAVE BEEN DEMOLISHED AND REPLACED
 JU3648'WITH CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3649 ***********************************************************************
 JU3649  DESIGNATION -  WILMINGTON P AND L WATER TANK
 JU3649  PID         -  JU3649
 JU3649  STATE/COUNTY-  DE/NEW CASTLE
 JU3649  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3649
 JU3649                         *CURRENT SURVEY CONTROL
 JU3649  ___________________________________________________________________
 JU3649* NAD 83(1991)-  39 45 00.75284(N)    075 32 24.00428(W)     ADJUSTED  
 JU3649* NAVD 88     -              **(meters)            **(feet)            
 JU3649  ___________________________________________________________________
 JU3649  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU3649  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3649  HORZ ORDER  -  THIRD
 JU3649
 JU3649.The horizontal coordinates were established by classical geodetic methods
 JU3649.and adjusted by the National Geodetic Survey in January 1992.
 JU3649
 JU3649
 JU3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3649
 JU3649.The geoid height was determined by GEOID03.
 JU3649
 JU3649;                    North         East     Units Scale Factor Converg.
 JU3649;SPC DE       -   194,302.475   189,429.765   MT  0.99999637   -0 04 43.9
 JU3649;SPC DE       -   637,474.04    621,487.49   sFT  0.99999637   -0 04 43.9
 JU3649;SPC NJ       -   102,299.598    60,875.542   MT  0.99999776   -0 39 54.2
 JU3649;SPC NJ       -   335,627.93    199,722.51   sFT  0.99999776   -0 39 54.2
 JU3649;UTM  18      - 4,400,172.877   453,738.017   MT  0.99962635   -0 20 43.1
 JU3649
 JU3649                          SUPERSEDED SURVEY CONTROL
 JU3649
 JU3649  NAD 83(1986)-  39 45 00.74818(N)    075 32 24.00961(W) AD(       ) 4
 JU3649  NAD 27      -  39 45 00.34100(N)    075 32 25.29500(W) AD(       ) 3
 JU3649
 JU3649.Superseded values are not recommended for survey control.
 JU3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3649.See file dsdata.txt to determine how the superseded data were derived.
 JU3649
 JU3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5373800173(NAD 83)
 JU3649_MARKER: 51 = TANK
 JU3649_SETTING: 0 = UNSPECIFIED SETTING
 JU3649
 JU3649  HISTORY     - Date     Condition        Report By
 JU3649  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3649  HISTORY     - 1946     GOOD             CGS
 JU3649  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3649
 JU3649                          STATION DESCRIPTION
 JU3649
 JU3649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3649'AT POWER PLANT OF DELAWARE POWER AND LIGHT COMPANY ON N SIDE OF
 JU3649'BRANDYWINE CREEK, AT FOOT OF PALMERS ROW PRODUCED, ABOUT 100 FEET
 JU3649'N OF LARGE YELLOW STACK.
 JU3649'
 JU3649'TANK HAS SILVER BARREL, BLACK TOP AND BOTTOM.
 JU3649'
 JU3649'HEIGHT--ABOUT 100 FEET TO FINIAL.
 JU3649'
 JU3649'THE DELAWARE POWER AND LIGHT PLANT LIES TO THE S, WITH A
 JU3649'RAILROAD SIDING IN BETWEEN.
 JU3649
 JU3649                          STATION RECOVERY (1946)
 JU3649
 JU3649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3649'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3649'ADEQUATE.
 JU3649
 JU3649                          STATION RECOVERY (1983)
 JU3649
 JU3649'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3649'THE WATER TANK AND ALL ADJACENT STRUCTURES HAVE BEEN DEMOLISHED
 JU3649'AND REPLACED WITH CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3711 ***********************************************************************
 JU3711  DESIGNATION -  WILMINGTON P AND L GAS PLT STK
 JU3711  PID         -  JU3711
 JU3711  STATE/COUNTY-  DE/NEW CASTLE
 JU3711  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3711
 JU3711                         *CURRENT SURVEY CONTROL
 JU3711  ___________________________________________________________________
 JU3711* NAD 83(1991)-  39 44 10.43518(N)    075 33 43.70759(W)     ADJUSTED  
 JU3711* NAVD 88     -              **(meters)            **(feet)            
 JU3711  ___________________________________________________________________
 JU3711  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JU3711  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3711  HORZ ORDER  -  THIRD
 JU3711
 JU3711.The horizontal coordinates were established by classical geodetic methods
 JU3711.and adjusted by the National Geodetic Survey in January 1992.
 JU3711
 JU3711
 JU3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3711
 JU3711.The geoid height was determined by GEOID03.
 JU3711
 JU3711;                    North         East     Units Scale Factor Converg.
 JU3711;SPC DE       -   192,753.452   187,529.780   MT  0.99999691   -0 05 34.8
 JU3711;SPC DE       -   632,391.95    615,253.95   sFT  0.99999691   -0 05 34.8
 JU3711;SPC NJ       -   100,770.087    58,959.804   MT  1.00000201   -0 40 44.5
 JU3711;SPC NJ       -   330,609.86    193,437.29   sFT  1.00000201   -0 40 44.5
 JU3711;UTM  18      - 4,398,633.273   451,831.554   MT  0.99962856   -0 21 33.7
 JU3711
 JU3711                          SUPERSEDED SURVEY CONTROL
 JU3711
 JU3711  NAD 83(1986)-  39 44 10.43022(N)    075 33 43.71387(W) AD(       ) 4
 JU3711  NAD 27      -  39 44 10.01400(N)    075 33 45.00900(W) AD(       ) 3
 JU3711
 JU3711.Superseded values are not recommended for survey control.
 JU3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3711.See file dsdata.txt to determine how the superseded data were derived.
 JU3711
 JU3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5183298633(NAD 83)
 JU3711_MARKER: 63 = STACK
 JU3711
 JU3711  HISTORY     - Date     Condition        Report By
 JU3711  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3711  HISTORY     - 1946     GOOD             CGS
 JU3711  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3711
 JU3711                          STATION DESCRIPTION
 JU3711
 JU3711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3711'ON S MADISON ST. ABOUT 1/2 MILE S OF FRONT STREET.  STACK IS AT
 JU3711'NW CORNER OF RED-BRICK POWER PLANT.  STACK IS SURMOUNTED BY
 JU3711'4 LIGHTNING RODS.  BUILT OF RED BRICK.
 JU3711'
 JU3711'THERE IS A SMALLER YELLOW STACK (BRICK) ABOUT 30 FEET SE AND
 JU3711'A RED-BRICK STACK ABOUT 200 FEET NW.  THE LATTER STACK IS ABOUT
 JU3711'70 FEET HIGH.  WILMINGTON GARBAGE INCINERATOR.
 JU3711'
 JU3711'DIMENSIONS--175 FEET HIGH, 12 FEET AT BASE, 8 FEET AT TOP.
 JU3711
 JU3711                          STATION RECOVERY (1946)
 JU3711
 JU3711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3711'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3711'ADEQUATE.
 JU3711
 JU3711                          STATION RECOVERY (1984)
 JU3711
 JU3711'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3711'STATION DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3731 ***********************************************************************
 JU3731  DESIGNATION -  WILMINGTON P AND L YELLOW STK
 JU3731  PID         -  JU3731
 JU3731  STATE/COUNTY-  DE/NEW CASTLE
 JU3731  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3731
 JU3731                         *CURRENT SURVEY CONTROL
 JU3731  ___________________________________________________________________
 JU3731* NAD 83(1991)-  39 44 59.63208(N)    075 32 24.62256(W)     ADJUSTED  
 JU3731* NAVD 88     -              **(meters)            **(feet)            
 JU3731  ___________________________________________________________________
 JU3731  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU3731  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3731  HORZ ORDER  -  THIRD
 JU3731
 JU3731.The horizontal coordinates were established by classical geodetic methods
 JU3731.and adjusted by the National Geodetic Survey in January 1992.
 JU3731
 JU3731
 JU3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3731
 JU3731.The geoid height was determined by GEOID03.
 JU3731
 JU3731;                    North         East     Units Scale Factor Converg.
 JU3731;SPC DE       -   194,267.930   189,414.998   MT  0.99999638   -0 04 44.3
 JU3731;SPC DE       -   637,360.70    621,439.04   sFT  0.99999638   -0 04 44.3
 JU3731;SPC NJ       -   102,265.205    60,860.423   MT  0.99999779   -0 39 54.6
 JU3731;SPC NJ       -   335,515.09    199,672.90   sFT  0.99999779   -0 39 54.6
 JU3731;UTM  18      - 4,400,138.413   453,723.095   MT  0.99962636   -0 20 43.5
 JU3731
 JU3731                          SUPERSEDED SURVEY CONTROL
 JU3731
 JU3731  NAD 83(1986)-  39 44 59.62756(N)    075 32 24.62768(W) AD(       ) 4
 JU3731  NAD 27      -  39 44 59.22000(N)    075 32 25.91400(W) AD(       ) 3
 JU3731
 JU3731.Superseded values are not recommended for survey control.
 JU3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3731.See file dsdata.txt to determine how the superseded data were derived.
 JU3731
 JU3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5372300138(NAD 83)
 JU3731_MARKER: 63 = STACK
 JU3731
 JU3731  HISTORY     - Date     Condition        Report By
 JU3731  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3731  HISTORY     - 1946     GOOD             CGS
 JU3731  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3731
 JU3731                          STATION DESCRIPTION
 JU3731
 JU3731'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3731'AT POWER PLANT OF DELAWARE POWER AND LIGHT COMPANY, N SIDE
 JU3731'BRANDYWINE CREEK, ABOUT 100 FEET E OF BUENA VISTA, AT E END OF
 JU3731'LARGE BRICK PLANT.  THERE IS A LARGE RED BRICK STACK AT THE
 JU3731'OPPOSITE END OF THE PLANT.  THE TWO STACKS ARE ABOUT 200 FEET
 JU3731'APART.
 JU3731'
 JU3731'STACK IS SOOTY AT TOP, MOUNTED BY 2 LIGHTNING RODS, AND HAS VERY
 JU3731'LITTLE AMOUNT OF CORBEL, SLIGHT BATTER.
 JU3731'
 JU3731'DIMENSIONS--190 FEET HIGH, 12 FEET DIAMETER AT BASE, 10 FEET
 JU3731'DIAMETER AT TOP.
 JU3731
 JU3731                          STATION RECOVERY (1946)
 JU3731
 JU3731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3731'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3731'ADEQUATE.
 JU3731
 JU3731                          STATION RECOVERY (1983)
 JU3731
 JU3731'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3731'THE YELLOW AND ALL ADJACENT STRUCTURES HAVE BEEN DEMOLISHED AND
 JU3731'REPLACED WITH CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3763 ***********************************************************************
 JU3763  DESIGNATION -  WILMINGTON PRR SHOPS TALL STK
 JU3763  PID         -  JU3763
 JU3763  STATE/COUNTY-  DE/NEW CASTLE
 JU3763  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3763
 JU3763                         *CURRENT SURVEY CONTROL
 JU3763  ___________________________________________________________________
 JU3763* NAD 83(1991)-  39 44 46.91421(N)    075 31 12.65874(W)     ADJUSTED  
 JU3763* NAVD 88     -              **(meters)            **(feet)            
 JU3763  ___________________________________________________________________
 JU3763  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JU3763  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3763  HORZ ORDER  -  THIRD
 JU3763
 JU3763.The horizontal coordinates were established by classical geodetic methods
 JU3763.and adjusted by the National Geodetic Survey in January 1992.
 JU3763
 JU3763
 JU3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3763
 JU3763.The geoid height was determined by GEOID03.
 JU3763
 JU3763;                    North         East     Units Scale Factor Converg.
 JU3763;SPC DE       -   193,873.522   191,127.767   MT  0.99999597   -0 03 58.3
 JU3763;SPC DE       -   636,066.71    627,058.35   sFT  0.99999597   -0 03 58.3
 JU3763;SPC NJ       -   101,853.296    62,569.067   MT  0.99999408   -0 39 08.4
 JU3763;SPC NJ       -   334,163.69    205,278.68   sFT  0.99999408   -0 39 08.4
 JU3763;UTM  18      - 4,399,736.194   455,433.377   MT  0.99962445   -0 19 57.4
 JU3763
 JU3763                          SUPERSEDED SURVEY CONTROL
 JU3763
 JU3763  NAD 83(1986)-  39 44 46.90954(N)    075 31 12.66341(W) AD(       ) 4
 JU3763  NAD 27      -  39 44 46.50200(N)    075 31 13.95400(W) AD(       ) 3
 JU3763
 JU3763.Superseded values are not recommended for survey control.
 JU3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3763.See file dsdata.txt to determine how the superseded data were derived.
 JU3763
 JU3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5543399736(NAD 83)
 JU3763_MARKER: 63 = STACK
 JU3763
 JU3763  HISTORY     - Date     Condition        Report By
 JU3763  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3763  HISTORY     - 1946     GOOD             CGS
 JU3763
 JU3763                          STATION DESCRIPTION
 JU3763
 JU3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3763'THIS STATION IS THE CENTER OF THE STACK AT THE SHOPS OF THE
 JU3763'PENNSYLVANIA RAILROAD IN THE YARDS IN THE NE PART OF
 JU3763'WILMINGTON.  THE STACK IS JUST N OF THE PROLONGATION EASTWARD OF
 JU3763'E 30TH STREET AND ABOUT 200 FEET E OF THE MAIN LINE OF THE
 JU3763'PENNSYLVANIA RAILROAD.  THE STACK IS YELLOW BRICK ABOUT 125 FEET
 JU3763'HIGH AND WITH SLIGHT CORBEL AT THE TOP.  IT ALSO HAS TWO BLACK
 JU3763'RINGS ABOUT HALF WAY TO TOP.
 JU3763
 JU3763                          STATION RECOVERY (1946)
 JU3763
 JU3763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3763'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3763'IS ADEQUATE, EXCEPT STACK IS 675 FEET E OF THE CENTER LINE OF
 JU3763'TRACKS, NOT 200 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3653 ***********************************************************************
 JU3653  DESIGNATION -  WILMINGTON RADIO STA WILM MAST
 JU3653  PID         -  JU3653
 JU3653  STATE/COUNTY-  DE/NEW CASTLE
 JU3653  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3653
 JU3653                         *CURRENT SURVEY CONTROL
 JU3653  ___________________________________________________________________
 JU3653* NAD 83(1991)-  39 46 03.30504(N)    075 32 18.09075(W)     ADJUSTED  
 JU3653* NAVD 88     -              **(meters)            **(feet)            
 JU3653  ___________________________________________________________________
 JU3653  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU3653  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3653  HORZ ORDER  -  THIRD
 JU3653
 JU3653.The horizontal coordinates were established by classical geodetic methods
 JU3653.and adjusted by the National Geodetic Survey in January 1992.
 JU3653
 JU3653
 JU3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3653
 JU3653.The geoid height was determined by GEOID03.
 JU3653
 JU3653;                    North         East     Units Scale Factor Converg.
 JU3653;SPC DE       -   196,231.488   189,573.167   MT  0.99999634   -0 04 40.2
 JU3653;SPC DE       -   643,802.81    621,957.97   sFT  0.99999634   -0 04 40.2
 JU3653;UTM  18      - 4,402,100.489   453,890.333   MT  0.99962617   -0 20 39.8
 JU3653
 JU3653                          SUPERSEDED SURVEY CONTROL
 JU3653
 JU3653  NAD 83(1986)-  39 46 03.30091(N)    075 32 18.09688(W) AD(       ) 4
 JU3653  NAD 27      -  39 46 02.89200(N)    075 32 19.37900(W) AD(       ) 3
 JU3653
 JU3653.Superseded values are not recommended for survey control.
 JU3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3653.See file dsdata.txt to determine how the superseded data were derived.
 JU3653
 JU3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5389002100(NAD 83)
 JU3653_MARKER: 42 = RADIO/TV MAST
 JU3653
 JU3653  HISTORY     - Date     Condition        Report By
 JU3653  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3653
 JU3653                          STATION DESCRIPTION
 JU3653
 JU3653'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3710 ***********************************************************************
 JU3710  DESIGNATION -  WILMINGTON RADIO STA WTUX MAST
 JU3710  PID         -  JU3710
 JU3710  STATE/COUNTY-  DE/NEW CASTLE
 JU3710  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3710
 JU3710                         *CURRENT SURVEY CONTROL
 JU3710  ___________________________________________________________________
 JU3710* NAD 83(1991)-  39 43 03.93823(N)    075 33 44.30497(W)     ADJUSTED  
 JU3710* NAVD 88     -              **(meters)            **(feet)            
 JU3710  ___________________________________________________________________
 JU3710  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 JU3710  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3710  HORZ ORDER  -  THIRD
 JU3710
 JU3710.The horizontal coordinates were established by classical geodetic methods
 JU3710.and adjusted by the National Geodetic Survey in January 1992.
 JU3710
 JU3710
 JU3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3710
 JU3710.The geoid height was determined by GEOID03.
 JU3710
 JU3710;                    North         East     Units Scale Factor Converg.
 JU3710;SPC DE       -   190,702.619   187,512.224   MT  0.99999692   -0 05 35.0
 JU3710;SPC DE       -   625,663.51    615,196.35   sFT  0.99999692   -0 05 35.0
 JU3710;SPC NJ       -    98,719.530    58,921.277   MT  1.00000210   -0 40 43.9
 JU3710;SPC NJ       -   323,882.32    193,310.89   sFT  1.00000210   -0 40 43.9
 JU3710;UTM  18      - 4,396,583.299   451,804.476   MT  0.99962860   -0 21 33.6
 JU3710
 JU3710                          SUPERSEDED SURVEY CONTROL
 JU3710
 JU3710  NAD 83(1986)-  39 43 03.93380(N)    075 33 44.31104(W) AD(       ) 4
 JU3710  NAD 27      -  39 43 03.52700(N)    075 33 45.58900(W) AD(       ) 3
 JU3710
 JU3710.Superseded values are not recommended for survey control.
 JU3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3710.See file dsdata.txt to determine how the superseded data were derived.
 JU3710
 JU3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5180496583(NAD 83)
 JU3710_MARKER: 42 = RADIO/TV MAST
 JU3710
 JU3710  HISTORY     - Date     Condition        Report By
 JU3710  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3710  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3710
 JU3710                          STATION DESCRIPTION
 JU3710
 JU3710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3710'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH-SOUTHWEST OF THE
 JU3710'CENTER WILMINGTON AND 0.25 MILE WEST-SOUTHWEST OF U.S.
 JU3710'HIGHWAY 13.  IT IS A TRIANGULAR SHAPED STEEL STRUCTURE PAINTED
 JU3710'ALTERNATELY RED AND WHITE WITH A RED FLASHING LIGHT ON ITS
 JU3710'TOP.  THE OVERALL HEIGHT IS APPROXIMATELY 200 FEET.
 JU3710'
 JU3710'THE POINT OBSERVED WAS THE LIGHT ON TOP.
 JU3710
 JU3710                          STATION RECOVERY (1983)
 JU3710
 JU3710'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3710'THE TOWER HAS BEEN RELOCATED NEAR THE CONFLUENCE OF THE
 JU3710'BRANDYWINE AND CHRISTINA RIVERS.  IT IS ALSO KNOWN AS WJBB NOW.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3638 ***********************************************************************
 JU3638  DESIGNATION -  WILMINGTON RHOADS BELT CO TANK
 JU3638  PID         -  JU3638
 JU3638  STATE/COUNTY-  DE/NEW CASTLE
 JU3638  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3638
 JU3638                         *CURRENT SURVEY CONTROL
 JU3638  ___________________________________________________________________
 JU3638* NAD 83(1991)-  39 45 20.48575(N)    075 34 15.90590(W)     ADJUSTED  
 JU3638* NAVD 88     -              **(meters)            **(feet)            
 JU3638  ___________________________________________________________________
 JU3638  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JU3638  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3638  HORZ ORDER  -  THIRD
 JU3638
 JU3638.The horizontal coordinates were established by classical geodetic methods
 JU3638.and adjusted by the National Geodetic Survey in January 1992.
 JU3638
 JU3638
 JU3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3638
 JU3638.The geoid height was determined by GEOID03.
 JU3638
 JU3638;                    North         East     Units Scale Factor Converg.
 JU3638;SPC DE       -   194,915.197   186,766.815   MT  0.99999716   -0 05 55.5
 JU3638;SPC DE       -   639,484.28    612,750.79   sFT  0.99999716   -0 05 55.5
 JU3638;SPC NJ       -   102,939.536    58,218.990   MT  1.00000368   -0 41 06.1
 JU3638;SPC NJ       -   337,727.46    191,006.80   sFT  1.00000368   -0 41 06.1
 JU3638;UTM  18      - 4,400,797.746   451,078.926   MT  0.99962946   -0 21 54.8
 JU3638
 JU3638                          SUPERSEDED SURVEY CONTROL
 JU3638
 JU3638  NAD 83(1986)-  39 45 20.48100(N)    075 34 15.91221(W) AD(       ) 4
 JU3638  NAD 27      -  39 45 20.07400(N)    075 34 17.19200(W) AD(       ) 3
 JU3638
 JU3638.Superseded values are not recommended for survey control.
 JU3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3638.See file dsdata.txt to determine how the superseded data were derived.
 JU3638
 JU3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5107900798(NAD 83)
 JU3638_MARKER: 51 = TANK
 JU3638_SETTING: 0 = UNSPECIFIED SETTING
 JU3638
 JU3638  HISTORY     - Date     Condition        Report By
 JU3638  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3638  HISTORY     - 1946     GOOD             CGS
 JU3638  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3638
 JU3638                          STATION DESCRIPTION
 JU3638
 JU3638'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3638'AT ELEVENTH STREET AND BANCROFT PARKWAY.  PLANT IS ON THE E
 JU3638'SIDE OF BANCROFT, S OF ELEVENTH.  PLANT IS SMALL, MADE OF RED
 JU3638'BRICK, 4 STORIES HIGH.
 JU3638'
 JU3638'WATER TANK IS ABOUT 100 FEET SW OF MAIN BUILDING, ABOUT 15 FEET E
 JU3638'OF E PROPERTY LINE.  BALTIMORE AND OHIO RAILROAD ON E SIDE OF PLANT.
 JU3638'
 JU3638'TANK IS WELL PROPORTIONED, PAINTED BLACK, NAME ON N AND S SIDE
 JU3638'IN WHITE LETTERS.  RESIDENTIAL DISTRICT SURROUNDS PLANT.
 JU3638'
 JU3638'HEIGHT--ABOUT 100 FEET TO FINIAL.
 JU3638
 JU3638                          STATION RECOVERY (1946)
 JU3638
 JU3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3638'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3638'IS ADEQUATE.
 JU3638
 JU3638                          STATION RECOVERY (1983)
 JU3638
 JU3638'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3638'THE WATER TANK AND ALL ADJACENT STRUCTURES HAVE BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3748 ***********************************************************************
 JU3748  DESIGNATION -  WILMINGTON SACRED HEART CHURCH
 JU3748  PID         -  JU3748
 JU3748  STATE/COUNTY-  DE/NEW CASTLE
 JU3748  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3748
 JU3748                         *CURRENT SURVEY CONTROL
 JU3748  ___________________________________________________________________
 JU3748* NAD 83(1991)-  39 44 52.71322(N)    075 33 15.45630(W)     ADJUSTED  
 JU3748* NAVD 88     -              **(meters)            **(feet)            
 JU3748  ___________________________________________________________________
 JU3748  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JU3748  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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
 JU3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3748
 JU3748.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3748
 JU3748  NAD 83(1986)-  39 44 52.70854(N)    075 33 15.46238(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3748.See file dsdata.txt to determine how the superseded data were derived.
 JU3748
 JU3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5251299932(NAD 83)
 JU3748_MARKER: 90 = CHURCH SPIRE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3637 ***********************************************************************
 JU3637  DESIGNATION -  WILMINGTON SIS OF POOR CUPOLA
 JU3637  PID         -  JU3637
 JU3637  STATE/COUNTY-  DE/NEW CASTLE
 JU3637  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3637
 JU3637                         *CURRENT SURVEY CONTROL
 JU3637  ___________________________________________________________________
 JU3637* NAD 83(1991)-  39 45 00.74179(N)    075 34 26.66989(W)     ADJUSTED  
 JU3637* NAVD 88     -              **(meters)            **(feet)            
 JU3637  ___________________________________________________________________
 JU3637  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JU3637  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3637  HORZ ORDER  -  THIRD
 JU3637
 JU3637.The horizontal coordinates were established by classical geodetic methods
 JU3637.and adjusted by the National Geodetic Survey in January 1992.
 JU3637
 JU3637
 JU3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3637
 JU3637.The geoid height was determined by GEOID03.
 JU3637
 JU3637;                    North         East     Units Scale Factor Converg.
 JU3637;SPC DE       -   194,306.709   186,509.511   MT  0.99999724   -0 06 02.4
 JU3637;SPC DE       -   637,487.93    611,906.62   sFT  0.99999724   -0 06 02.4
 JU3637;SPC NJ       -   102,333.709    57,955.472   MT  1.00000427   -0 41 12.7
 JU3637;SPC NJ       -   335,739.84    190,142.24   sFT  1.00000427   -0 41 12.7
 JU3637;UTM  18      - 4,400,190.685   450,818.891   MT  0.99962978   -0 22 01.5
 JU3637
 JU3637                          SUPERSEDED SURVEY CONTROL
 JU3637
 JU3637  NAD 83(1986)-  39 45 00.73726(N)    075 34 26.67591(W) AD(       ) 4
 JU3637  NAD 27      -  39 45 00.32800(N)    075 34 27.95300(W) AD(       ) 3
 JU3637
 JU3637.Superseded values are not recommended for survey control.
 JU3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3637.See file dsdata.txt to determine how the superseded data were derived.
 JU3637
 JU3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5081900191(NAD 83)
 JU3637_MARKER: 86 = CUPOLA
 JU3637
 JU3637  HISTORY     - Date     Condition        Report By
 JU3637  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3637  HISTORY     - 1946     GOOD             CGS
 JU3637  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3637
 JU3637                          STATION DESCRIPTION
 JU3637
 JU3637'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3637'ON TOP OF LITTLE SISTERS OF THE POOR HOME FOR THE AGED AT NW
 JU3637'CORNER OF FOURTH AND BANCROFT STREETS.  BUILDING IS LARGE, RED
 JU3637'BRICK, 4-STORY BUILDING WITH SLATE ROOF.  LOCALLY KNOWN AS
 JU3637'HOME FOR THE AGED.
 JU3637'
 JU3637'CUPOLA IS WHITE, SET ON TOP OF CENTER WITH DOME ON TOP AND
 JU3637'GOLD CROSS AT TOP OF DOME.
 JU3637'
 JU3637'CUPOLA IS 125 FEET N OF FOURTH STREET, 60 FEET W OF BANCROFT.
 JU3637'
 JU3637'HEIGHT ABOVE STREET LEVEL--90 FEET.
 JU3637
 JU3637                          STATION RECOVERY (1946)
 JU3637
 JU3637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3637'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3637'IS ADEQUATE.
 JU3637
 JU3637                          STATION RECOVERY (1983)
 JU3637
 JU3637'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3637'THE CUPOLA AND ALL ADJACENT STRUCTURES HAVE BEEN DEMOLISHED
 JU3637'AND REPLACED WITH TOWN HOUSES.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3704 ***********************************************************************
 JU3704  DESIGNATION -  WILMINGTON ST HEDWIGS S SPIRE
 JU3704  PID         -  JU3704
 JU3704  STATE/COUNTY-  DE/NEW CASTLE
 JU3704  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3704
 JU3704                         *CURRENT SURVEY CONTROL
 JU3704  ___________________________________________________________________
 JU3704* NAD 83(1991)-  39 44 25.11773(N)    075 33 57.99435(W)     ADJUSTED  
 JU3704* NAVD 88     -              **(meters)            **(feet)            
 JU3704  ___________________________________________________________________
 JU3704  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU3704  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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
 JU3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3704
 JU3704.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3704
 JU3704  NAD 83(1986)-  39 44 25.11305(N)    075 33 58.00063(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3704.See file dsdata.txt to determine how the superseded data were derived.
 JU3704
 JU3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5149499088(NAD 83)
 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 = MARCH  2, 2009
 JU3705 ***********************************************************************
 JU3705  DESIGNATION -  WILMINGTON ST HEDWIGS N SPIRE
 JU3705  PID         -  JU3705
 JU3705  STATE/COUNTY-  DE/NEW CASTLE
 JU3705  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3705
 JU3705                         *CURRENT SURVEY CONTROL
 JU3705  ___________________________________________________________________
 JU3705* NAD 83(1991)-  39 44 25.54999(N)    075 33 57.70140(W)     ADJUSTED  
 JU3705* NAVD 88     -              **(meters)            **(feet)            
 JU3705  ___________________________________________________________________
 JU3705  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU3705  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 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
 JU3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3705
 JU3705.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3705
 JU3705  NAD 83(1986)-  39 44 25.54522(N)    075 33 57.70745(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3705.See file dsdata.txt to determine how the superseded data were derived.
 JU3705
 JU3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5150199101(NAD 83)
 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 = MARCH  2, 2009
 JU3714 ***********************************************************************
 JU3714  DESIGNATION -  WILMINGTON ST HOSP SILVER TANK
 JU3714  PID         -  JU3714
 JU3714  STATE/COUNTY-  DE/NEW CASTLE
 JU3714  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3714
 JU3714                         *CURRENT SURVEY CONTROL
 JU3714  ___________________________________________________________________
 JU3714* NAD 83(1991)-  39 42 12.74538(N)    075 34 31.63433(W)     ADJUSTED  
 JU3714* NAVD 88     -              **(meters)            **(feet)            
 JU3714  ___________________________________________________________________
 JU3714  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU3714  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3714  HORZ ORDER  -  THIRD
 JU3714
 JU3714.The horizontal coordinates were established by classical geodetic methods
 JU3714.and adjusted by the National Geodetic Survey in January 1992.
 JU3714
 JU3714
 JU3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3714
 JU3714.The geoid height was determined by GEOID03.
 JU3714
 JU3714;                    North         East     Units Scale Factor Converg.
 JU3714;SPC DE       -   189,125.679   186,382.147   MT  0.99999728   -0 06 05.2
 JU3714;SPC DE       -   620,489.83    611,488.76   sFT  0.99999728   -0 06 05.2
 JU3714;SPC NJ       -    97,154.215    57,775.133   MT  1.00000468   -0 41 13.4
 JU3714;SPC NJ       -   318,746.79    189,550.58   sFT  1.00000468   -0 41 13.4
 JU3714;UTM  18      - 4,395,012.206   450,667.503   MT  0.99962996   -0 22 03.4
 JU3714
 JU3714                          SUPERSEDED SURVEY CONTROL
 JU3714
 JU3714  NAD 83(1986)-  39 42 12.74031(N)    075 34 31.64065(W) AD(       ) 4
 JU3714  NAD 27      -  39 42 12.33300(N)    075 34 32.91500(W) AD(       ) 3
 JU3714
 JU3714.Superseded values are not recommended for survey control.
 JU3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3714.See file dsdata.txt to determine how the superseded data were derived.
 JU3714
 JU3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5066895012(NAD 83)
 JU3714_MARKER: 51 = TANK
 JU3714_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3714
 JU3714  HISTORY     - Date     Condition        Report By
 JU3714  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3714  HISTORY     - 1982     GOOD             NOS
 JU3714
 JU3714                          STATION DESCRIPTION
 JU3714
 JU3714'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3714'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE
 JU3714'HOSPITAL GROUNDS, ABOUT 0.25 MILE NORTH OF U.S. HIGHWAY 13
 JU3714'AND ABOUT 3.0 MILES SOUTH-SOUTHWEST OF THE CENTER OF WILMINGTON.
 JU3714'
 JU3714'THE STATION IS A 4-LEGGED STEEL STRUCTURE WITH AN OVAL SHAPED
 JU3714'TANK WITH A SMALL BALL ON TOP.  THE OVERALL HEIGHT IS 131 FEET
 JU3714'AND IS SILVER IN COLOR.
 JU3714'
 JU3714'POINT OBSERVED WAS THE SMALL BALL ON TOP.
 JU3714
 JU3714                          STATION RECOVERY (1982)
 JU3714
 JU3714'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3739 ***********************************************************************
 JU3739  DESIGNATION -  WILMINGTON ST MARYS CH DOME
 JU3739  PID         -  JU3739
 JU3739  STATE/COUNTY-  DE/NEW CASTLE
 JU3739  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3739
 JU3739                         *CURRENT SURVEY CONTROL
 JU3739  ___________________________________________________________________
 JU3739* NAD 83(1991)-  39 44 20.95704(N)    075 32 38.83285(W)     ADJUSTED  
 JU3739* NAVD 88     -              **(meters)            **(feet)            
 JU3739  ___________________________________________________________________
 JU3739  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU3739  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 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
 JU3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3739
 JU3739.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3739
 JU3739  NAD 83(1986)-  39 44 20.95209(N)    075 32 38.83853(W) AD(       ) 4
 JU3739  NAD 27      -  39 44 20.55000(N)    075 32 40.11000(W) AD(       ) 3
 JU3739
 JU3739.Superseded values are not recommended for survey control.
 JU3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3739.See file dsdata.txt to determine how the superseded data were derived.
 JU3739
 JU3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5337898948(NAD 83)
 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 = MARCH  2, 2009
 JU3715 ***********************************************************************
 JU3715  DESIGNATION -  WILMINGTON STATE HOSP SMALL TK
 JU3715  PID         -  JU3715
 JU3715  STATE/COUNTY-  DE/NEW CASTLE
 JU3715  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3715
 JU3715                         *CURRENT SURVEY CONTROL
 JU3715  ___________________________________________________________________
 JU3715* NAD 83(1991)-  39 41 54.07391(N)    075 34 37.62042(W)     ADJUSTED  
 JU3715* NAVD 88     -              **(meters)            **(feet)            
 JU3715  ___________________________________________________________________
 JU3715  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU3715  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3715  HORZ ORDER  -  THIRD
 JU3715
 JU3715.The horizontal coordinates were established by classical geodetic methods
 JU3715.and adjusted by the National Geodetic Survey in January 1992.
 JU3715
 JU3715
 JU3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3715
 JU3715.The geoid height was determined by GEOID03.
 JU3715
 JU3715;                    North         East     Units Scale Factor Converg.
 JU3715;SPC DE       -   188,550.082   186,238.513   MT  0.99999733   -0 06 09.0
 JU3715;SPC DE       -   618,601.39    611,017.52   sFT  0.99999733   -0 06 09.0
 JU3715;SPC NJ       -    96,580.112    57,625.621   MT  1.00000502   -0 41 17.0
 JU3715;SPC NJ       -   316,863.25    189,060.06   sFT  1.00000502   -0 41 17.0
 JU3715;UTM  18      - 4,394,437.493   450,521.250   MT  0.99963014   -0 22 07.1
 JU3715
 JU3715                          SUPERSEDED SURVEY CONTROL
 JU3715
 JU3715  NAD 83(1986)-  39 41 54.06884(N)    075 34 37.62734(W) AD(       ) 4
 JU3715  NAD 27      -  39 41 53.66000(N)    075 34 38.89700(W) AD(       ) 3
 JU3715
 JU3715.Superseded values are not recommended for survey control.
 JU3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3715.See file dsdata.txt to determine how the superseded data were derived.
 JU3715
 JU3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5052194437(NAD 83)
 JU3715_MARKER: 53 = ELEVATED TANK
 JU3715
 JU3715  HISTORY     - Date     Condition        Report By
 JU3715  HISTORY     - 1959     FIRST OBSERVED   CGS
 JU3715  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3715
 JU3715                          STATION DESCRIPTION
 JU3715
 JU3715'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCE)
 JU3715'STATION IS LOCATED AT THE DELAWARE STATE HOSPITAL WHICH IS
 JU3715'ABOUT 4 MILES SOUTHWEST OF WILMINGTON.  THE STATION IS OF
 JU3715'STEEL CONSTRUCTION ABOUT 90 FEET HIGH, HAS 4 LEGS AND IS
 JU3715'PAINTED BLACK.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 JU3715
 JU3715                          STATION RECOVERY (1983)
 JU3715
 JU3715'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3715'DELAWARE STATE HOSPITAL SMALL TANK HAS BEEN REMOVED AND A LARGE
 JU3715'TANK ERECTED ON THE NORTH-WEST CORNER OF PROPERTY NOT WHERE OLD
 JU3715'TANK WAS.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3733 ***********************************************************************
 JU3733  DESIGNATION -  WILMINGTON SW TRANS TOWER
 JU3733  PID         -  JU3733
 JU3733  STATE/COUNTY-  DE/NEW CASTLE
 JU3733  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3733
 JU3733                         *CURRENT SURVEY CONTROL
 JU3733  ___________________________________________________________________
 JU3733* NAD 83(1991)-  39 43 47.30248(N)    075 32 07.52608(W)     ADJUSTED  
 JU3733* NAVD 88     -              **(meters)            **(feet)            
 JU3733  ___________________________________________________________________
 JU3733  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JU3733  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 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
 JU3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3733
 JU3733.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3733
 JU3733  NAD 83(1986)-  39 43 47.29737(N)    075 32 07.53150(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3733.See file dsdata.txt to determine how the superseded data were derived.
 JU3733
 JU3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5411797906(NAD 83)
 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 = MARCH  2, 2009
 JU3758 ***********************************************************************
 JU3758  DESIGNATION -  WILMINGTON TANNIN CORP STACK
 JU3758  PID         -  JU3758
 JU3758  STATE/COUNTY-  DE/NEW CASTLE
 JU3758  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3758
 JU3758                         *CURRENT SURVEY CONTROL
 JU3758  ___________________________________________________________________
 JU3758* NAD 83(1991)-  39 42 55.84551(N)    075 31 40.97836(W)     ADJUSTED  
 JU3758* NAVD 88     -              **(meters)            **(feet)            
 JU3758  ___________________________________________________________________
 JU3758  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3758  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3758  HORZ ORDER  -  THIRD
 JU3758
 JU3758.The horizontal coordinates were established by classical geodetic methods
 JU3758.and adjusted by the National Geodetic Survey in January 1992.
 JU3758
 JU3758
 JU3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3758
 JU3758.The geoid height was determined by GEOID03.
 JU3758
 JU3758;                    North         East     Units Scale Factor Converg.
 JU3758;SPC DE       -   190,448.819   190,449.279   MT  0.99999612   -0 04 16.2
 JU3758;SPC DE       -   624,830.83    624,832.34   sFT  0.99999612   -0 04 16.2
 JU3758;SPC NJ       -    98,435.715    61,855.592   MT  0.99999562   -0 39 25.0
 JU3758;SPC NJ       -   322,951.17    202,937.89   sFT  0.99999562   -0 39 25.0
 JU3758;UTM  18      - 4,396,315.952   454,739.235   MT  0.99962522   -0 20 14.7
 JU3758
 JU3758                          SUPERSEDED SURVEY CONTROL
 JU3758
 JU3758  NAD 83(1986)-  39 42 55.84002(N)    075 31 40.98349(W) AD(       ) 4
 JU3758  NAD 27      -  39 42 55.42800(N)    075 31 42.27500(W) AD(       ) 3
 JU3758
 JU3758.Superseded values are not recommended for survey control.
 JU3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3758.See file dsdata.txt to determine how the superseded data were derived.
 JU3758
 JU3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5473996316(NAD 83)
 JU3758_MARKER: 63 = STACK
 JU3758
 JU3758  HISTORY     - Date     Condition        Report By
 JU3758  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3758  HISTORY     - 1975     GOOD             NGS
 JU3758  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU3758  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 JU3758
 JU3758                          STATION DESCRIPTION
 JU3758
 JU3758'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3758'IN THE CENTER OF A LARGE GROUP OF BUILDINGS OF SHEET IRON
 JU3758'CONSTRUCTION 3 AND 4 STORIES HIGH AND IS ABOUT 100 YARDS SE OF
 JU3758'ENTRANCE TO WILMINGTON MARINE TERMINAL, 200 FEET S OF CONCRETE
 JU3758'ROAD.
 JU3758'
 JU3758'STACK IS BUILT OF CONCRETE.  TWO LIGHTNING RODS ON TOP.
 JU3758'
 JU3758'ORNAMENTAL WORK AT CORBEL.  TOP PAINTED BLACK.
 JU3758'
 JU3758'DIMENSIONS--100 FEET HIGH, 10 FEET DIAMETER AT BASE, 8 FEET
 JU3758'DIAMETER AT TOP.
 JU3758
 JU3758                          STATION RECOVERY (1975)
 JU3758
 JU3758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3758'THE STATION WAS RECOVERED.  THE ORIGINAL TO REACH IS ADEQUATE.  THE
 JU3758'STACK HAS BEEN SHORTENED TO 60 FT.
 JU3758
 JU3758                          STATION RECOVERY (1984)
 JU3758
 JU3758'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3758'STATION DEMOLISHED.
 JU3758
 JU3758                          STATION RECOVERY (1991)
 JU3758
 JU3758'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3643 ***********************************************************************
 JU3643  DESIGNATION -  WILMINGTON TV STA WDEL E MAST
 JU3643  PID         -  JU3643
 JU3643  STATE/COUNTY-  DE/NEW CASTLE
 JU3643  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3643
 JU3643                         *CURRENT SURVEY CONTROL
 JU3643  ___________________________________________________________________
 JU3643* NAD 83(1991)-  39 48 57.33290(N)    075 31 45.16622(W)     ADJUSTED  
 JU3643* NAVD 88     -              **(meters)            **(feet)            
 JU3643  ___________________________________________________________________
 JU3643  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU3643  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3643
 JU3643.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3643
 JU3643  NAD 83(1986)-  39 48 57.32900(N)    075 31 45.17050(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3643.See file dsdata.txt to determine how the superseded data were derived.
 JU3643
 JU3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5470507461(NAD 83)
 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 = MARCH  2, 2009
 JU3654 ***********************************************************************
 JU3654  DESIGNATION -  WILMINGTON TV STA WDEL W MAST
 JU3654  PID         -  JU3654
 JU3654  STATE/COUNTY-  DE/NEW CASTLE
 JU3654  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3654
 JU3654                         *CURRENT SURVEY CONTROL
 JU3654  ___________________________________________________________________
 JU3654* NAD 83(1991)-  39 48 58.20870(N)    075 31 47.19884(W)     ADJUSTED  
 JU3654* NAVD 88     -              **(meters)            **(feet)            
 JU3654  ___________________________________________________________________
 JU3654  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JU3654  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 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
 JU3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3654
 JU3654.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3654
 JU3654  NAD 83(1986)-  39 48 58.20482(N)    075 31 47.20311(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3654.See file dsdata.txt to determine how the superseded data were derived.
 JU3654
 JU3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5465707488(NAD 83)
 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 = MARCH  2, 2009
 JU3642 ***********************************************************************
 JU3642  DESIGNATION -  WILMINGTON VILLA MONTARAY TANK
 JU3642  PID         -  JU3642
 JU3642  STATE/COUNTY-  DE/NEW CASTLE
 JU3642  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3642
 JU3642                         *CURRENT SURVEY CONTROL
 JU3642  ___________________________________________________________________
 JU3642* NAD 83(1991)-  39 46 23.06437(N)    075 30 09.43046(W)     ADJUSTED  
 JU3642* NAVD 88     -              **(meters)            **(feet)            
 JU3642  ___________________________________________________________________
 JU3642  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JU3642  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3642  HORZ ORDER  -  THIRD
 JU3642
 JU3642.The horizontal coordinates were established by classical geodetic methods
 JU3642.and adjusted by the National Geodetic Survey in January 1992.
 JU3642
 JU3642
 JU3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3642
 JU3642.The geoid height was determined by GEOID03.
 JU3642
 JU3642;                    North         East     Units Scale Factor Converg.
 JU3642;SPC DE       -   196,837.348   192,635.947   MT  0.99999567   -0 03 18.0
 JU3642;SPC DE       -   645,790.53    632,006.44   sFT  0.99999567   -0 03 18.0
 JU3642;SPC NJ       -   104,801.524    64,107.491   MT  0.99999080   -0 38 29.3
 JU3642;SPC NJ       -   343,836.33    210,325.99   sFT  0.99999080   -0 38 29.3
 JU3642;SPC PA S     -    51,276.626   792,531.036   MT  1.00002892   +1 27 29.1
 JU3642;SPC PA S     -   168,230.06  2,600,162.24   sFT  1.00002892   +1 27 29.1
 JU3642;UTM  18      - 4,402,691.873   456,954.760   MT  0.99962281   -0 19 17.6
 JU3642
 JU3642                          SUPERSEDED SURVEY CONTROL
 JU3642
 JU3642  NAD 83(1986)-  39 46 23.06156(N)    075 30 09.43609(W) AD(       ) 4
 JU3642  NAD 27      -  39 46 22.65200(N)    075 30 10.72500(W) AD(       ) 3
 JU3642
 JU3642.Superseded values are not recommended for survey control.
 JU3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3642.See file dsdata.txt to determine how the superseded data were derived.
 JU3642
 JU3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5695502692(NAD 83)
 JU3642_MARKER: 53 = ELEVATED TANK
 JU3642
 JU3642  HISTORY     - Date     Condition        Report By
 JU3642  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3642  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU3642
 JU3642                          STATION DESCRIPTION
 JU3642
 JU3642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3642'THE STATION IS LOCATED IN THE CENTRAL SECTION OF VILLA
 JU3642'MONTEREY, ABOUT 0.4 MILE NORTH OF U.S. HIGHWAY 13, 0.1 MILE
 JU3642'NORTHWEST OF THE MT. PLEASANT HIGH SCHOOL, 0.1 MILE NORTH OF
 JU3642'SONORA AVENUE AND ABOUT 200 FEET WEST OF DUPONT CIRCLE.
 JU3642'
 JU3642'THE WATER TOWER IS A 6-LEGGED STEEL STRUCTURE WITH A CYLINDER
 JU3642'SHAPED TANK AND A CONICAL ROOF WITH A SMALL BALL ON TOP AND
 JU3642'IN CENTER.  THE OVERALL HEIGHT IS APPROXIMATELY 130 FEET AND
 JU3642'IS PAINTED GRAY IN COLOR.
 JU3642'
 JU3642'THE POINT OBSERVED UPON WAS THE BALL ON TOP.
 JU3642
 JU3642                          STATION RECOVERY (1983)
 JU3642
 JU3642'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3642'TANK DESCRIBED HAS BEEN REPLACED WITH A 6 LEGGED CYLINDER WITH
 JU3642'SPHERICAL TOP.  BOTTOM IS GREEN AND TOP IS WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3652 ***********************************************************************
 JU3652  DESIGNATION -  WILMINGTON WILTEX CO STACK
 JU3652  PID         -  JU3652
 JU3652  STATE/COUNTY-  DE/NEW CASTLE
 JU3652  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU3652
 JU3652                         *CURRENT SURVEY CONTROL
 JU3652  ___________________________________________________________________
 JU3652* NAD 83(1991)-  39 45 05.91780(N)    075 32 21.08644(W)     ADJUSTED  
 JU3652* NAVD 88     -              **(meters)            **(feet)            
 JU3652  ___________________________________________________________________
 JU3652  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3652  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 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
 JU3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3652
 JU3652.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3652
 JU3652  NAD 83(1986)-  39 45 05.91329(N)    075 32 21.09164(W) AD(       ) 4
 JU3652  NAD 27      -  39 45 05.50500(N)    075 32 22.36800(W) AD(       ) 3
 JU3652
 JU3652.Superseded values are not recommended for survey control.
 JU3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3652.See file dsdata.txt to determine how the superseded data were derived.
 JU3652
 JU3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5380800332(NAD 83)
 JU3652_MARKER: 63 = STACK
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU3417 ***********************************************************************
 JU3417  DESIGNATION -  WINDMILL SQUARE WHITE TOWER
 JU3417  PID         -  JU3417
 JU3417  STATE/COUNTY-  DE/NEW CASTLE
 JU3417  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3417
 JU3417                         *CURRENT SURVEY CONTROL
 JU3417  ___________________________________________________________________
 JU3417* NAD 83(1991)-  39 22 39.76564(N)    075 31 28.73548(W)     ADJUSTED  
 JU3417* NAVD 88     -              **(meters)            **(feet)            
 JU3417  ___________________________________________________________________
 JU3417  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU3417  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 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
 JU3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3417
 JU3417.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU3417
 JU3417  NAD 83(1986)-  39 22 39.75761(N)    075 31 28.74522(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3417.See file dsdata.txt to determine how the superseded data were derived.
 JU3417
 JU3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5481258824(NAD 83)
 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 = MARCH  2, 2009
 HU1385 ***********************************************************************
 HU1385  DESIGNATION -  WINDY
 HU1385  PID         -  HU1385
 HU1385  STATE/COUNTY-  DE/SUSSEX
 HU1385  USGS QUAD   -  BETHANY BEACH (1991)
 HU1385
 HU1385                         *CURRENT SURVEY CONTROL
 HU1385  ___________________________________________________________________
 HU1385* NAD 83(1991)-  38 36 32.50125(N)    075 03 45.75281(W)     ADJUSTED  
 HU1385* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 HU1385  ___________________________________________________________________
 HU1385  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HU1385  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1385
 HU1385.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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    3  
 HU1385
 HU1385.Superseded values are not recommended for survey control.
 HU1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1385.See file dsdata.txt to determine how the superseded data were derived.
 HU1385
 HU1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9454073393(NAD 83)
 HU1385_MARKER: DS = TRIANGULATION STATION DISK
 HU1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU3466 ***********************************************************************
 JU3466  DESIGNATION -  WONDER
 JU3466  PID         -  JU3466
 JU3466  STATE/COUNTY-  DE/KENT
 JU3466  USGS QUAD   -  KENTON (1993)
 JU3466
 JU3466                         *CURRENT SURVEY CONTROL
 JU3466  ___________________________________________________________________
 JU3466* NAD 83(1991)-  39 09 23.57864(N)    075 44 54.95428(W)     ADJUSTED  
 JU3466* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 JU3466  ___________________________________________________________________
 JU3466  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 JU3466  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3466
 JU3466.The geoid height was determined by GEOID03.
 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       -  MARYDEL RM 4                             177 36 19.8
 JU3466:SPC MD       -  MARYDEL RM 4                             176 36 37.8
 JU3466:UTM  18      -  MARYDEL RM 4                             177 52 07.1
 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    3  
 JU3466
 JU3466.Superseded values are not recommended for survey control.
 JU3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3466.See file dsdata.txt to determine how the superseded data were derived.
 JU3466
 JU3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3532034416(NAD 83)
 JU3466_MARKER: DS = TRIANGULATION STATION DISK
 JU3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH  2, 2009
 JU1895 ***********************************************************************
 JU1895  DESIGNATION -  X 14
 JU1895  PID         -  JU1895
 JU1895  STATE/COUNTY-  DE/NEW CASTLE
 JU1895  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1895
 JU1895                         *CURRENT SURVEY CONTROL
 JU1895  ___________________________________________________________________
 JU1895* NAD 83(1986)-  39 40 28.     (N)    075 35 54.     (W)     SCALED    
 JU1895* NAVD 88     -        23.459  (meters)      76.97   (feet)  ADJUSTED  
 JU1895  ___________________________________________________________________
 JU1895  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1895  DYNAMIC HT  -          23.449 (meters)      76.93  (feet)  COMP
 JU1895  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 JU1895
 JU1895  VERT ORDER  -  FIRST     CLASS II
 JU1895
 JU1895.The horizontal coordinates were scaled from a topographic map and have
 JU1895.an estimated accuracy of +/- 6 seconds.
 JU1895
 JU1895.The orthometric height was determined by differential leveling
 JU1895.and adjusted in June 1991.
 JU1895.WARNING-Repeat measurements at this control monument indicate possible
 JU1895.vertical movement.
 JU1895
 JU1895.The geoid height was determined by GEOID03.
 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       -   185,900.      184,410.      MT  (+/- 180 meters Scaled)
 JU1895
 JU1895                          SUPERSEDED SURVEY CONTROL
 JU1895
 JU1895  NGVD 29 (01/10/92)   23.714  (m)           77.80   (f) ADJUSTED    1 2
 JU1895
 JU1895.Superseded values are not recommended for survey control.
 JU1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1895.See file dsdata.txt to determine how the superseded data were derived.
 JU1895
 JU1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ486917(NAD 83)
 JU1895_MARKER: DB = BENCH MARK DISK
 JU1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1895_SP_SET: STEPS
 JU1895_STAMPING: X 14 1956
 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 29, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0038 ***********************************************************************
 HU0038  DESIGNATION -  X 2
 HU0038  PID         -  HU0038
 HU0038  STATE/COUNTY-  DE/SUSSEX
 HU0038  USGS QUAD   -  MILFORD (1993)
 HU0038
 HU0038                         *CURRENT SURVEY CONTROL
 HU0038  ___________________________________________________________________
 HU0038* NAD 83(1986)-  38 54 38.     (N)    075 25 56.     (W)     SCALED    
 HU0038* NAVD 88     -         5.907  (meters)      19.38   (feet)  ADJUSTED  
 HU0038  ___________________________________________________________________
 HU0038  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 HU0038  DYNAMIC HT  -           5.903 (meters)      19.37  (feet)  COMP
 HU0038  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 HU0038
 HU0038  VERT ORDER  -  FIRST     CLASS I
 HU0038
 HU0038.The horizontal coordinates were scaled from a topographic map and have
 HU0038.an estimated accuracy of +/- 6 seconds.
 HU0038
 HU0038.The orthometric height was determined by differential leveling
 HU0038.and adjusted in June 1991.
 HU0038
 HU0038.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0038
 HU0038  NGVD 29 (??/??/??)    6.152  (m)           20.18   (f) ADJUSTED    1 1
 HU0038
 HU0038.Superseded values are not recommended for survey control.
 HU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0038.See file dsdata.txt to determine how the superseded data were derived.
 HU0038
 HU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ625069(NAD 83)
 HU0038_MARKER: DB = BENCH MARK DISK
 HU0038_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU0038_SP_SET: BUILDING
 HU0038_STAMPING: X 2 1931 20.682
 HU0038_MARK LOGO: CGS   
 HU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0038+STABILITY: SURFACE MOTION
 HU0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0038+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1778 ***********************************************************************
 JU1778  DESIGNATION -  X 21
 JU1778  PID         -  JU1778
 JU1778  STATE/COUNTY-  DE/NEW CASTLE
 JU1778  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1778
 JU1778                         *CURRENT SURVEY CONTROL
 JU1778  ___________________________________________________________________
 JU1778* NAD 83(1986)-  39 43 04.     (N)    075 31 58.     (W)     SCALED    
 JU1778* NAVD 88     -         2.411  (meters)       7.91   (feet)  ADJUSTED  
 JU1778  ___________________________________________________________________
 JU1778  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU1778  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 JU1778  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 JU1778
 JU1778  VERT ORDER  -  FIRST     CLASS I
 JU1778
 JU1778.The horizontal coordinates were scaled from a topographic map and have
 JU1778.an estimated accuracy of +/- 6 seconds.
 JU1778
 JU1778.The orthometric height was determined by differential leveling
 JU1778.and adjusted in June 1991.
 JU1778.WARNING-Repeat measurements at this control monument indicate possible
 JU1778.vertical movement.
 JU1778
 JU1778.The geoid height was determined by GEOID03.
 JU1778
 JU1778.The dynamic height is computed by dividing the NAVD 88
 JU1778.geopotential number by the normal gravity value computed on the
 JU1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1778.degrees latitude (g = 980.6199 gals.).
 JU1778
 JU1778.The modeled gravity was interpolated from observed gravity values.
 JU1778
 JU1778;                    North         East    Units  Estimated Accuracy
 JU1778;SPC DE       -   190,700.      190,040.      MT  (+/- 180 meters Scaled)
 JU1778
 JU1778                          SUPERSEDED SURVEY CONTROL
 JU1778
 JU1778  NGVD 29 (??/??/??)    2.681  (m)            8.80   (f) ADJUSTED    1 1
 JU1778
 JU1778.Superseded values are not recommended for survey control.
 JU1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1778.See file dsdata.txt to determine how the superseded data were derived.
 JU1778
 JU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ543965(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4232 ***********************************************************************
 JU4232  DESIGNATION -  X 22 RESET
 JU4232  PID         -  JU4232
 JU4232  STATE/COUNTY-  DE/NEW CASTLE
 JU4232  USGS QUAD   -  NEWARK EAST (1993)
 JU4232
 JU4232                         *CURRENT SURVEY CONTROL
 JU4232  ___________________________________________________________________
 JU4232* NAD 83(1986)-  39 38 50.     (N)    075 42 31.     (W)     SCALED    
 JU4232* NAVD 88     -        20.64   (meters)      67.7    (feet)  RESET     
 JU4232  ___________________________________________________________________
 JU4232  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU4232  VERT ORDER  -  THIRD
 JU4232
 JU4232.The horizontal coordinates were scaled from a topographic map and have
 JU4232.an estimated accuracy of +/- 6 seconds.
 JU4232
 JU4232.The orthometric height was computed from unverified reset data.
 JU4232.No vertical observational check was made to the station.
 JU4232
 JU4232.The geoid height was determined by GEOID03.
 JU4232
 JU4232;                    North         East    Units  Estimated Accuracy
 JU4232;SPC DE       -   182,900.      174,940.      MT  (+/- 180 meters Scaled)
 JU4232
 JU4232                          SUPERSEDED SURVEY CONTROL
 JU4232
 JU4232  NGVD 29 (05/17/01)   20.98   (m)           68.8    (f) RESET       3  
 JU4232
 JU4232.Superseded values are not recommended for survey control.
 JU4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4232.See file dsdata.txt to determine how the superseded data were derived.
 JU4232
 JU4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ392888(NAD 83)
 JU4232_MARKER: DB = BENCH MARK DISK
 JU4232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4232_SP_SET: CONCRETE POST
 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
 JU4232  HISTORY     - Date     Condition        Report By
 JU4232  HISTORY     - 1991     MONUMENTED       DEDHT
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0145 ***********************************************************************
 HU0145  DESIGNATION -  X 28
 HU0145  PID         -  HU0145
 HU0145  STATE/COUNTY-  DE/SUSSEX
 HU0145  USGS QUAD   -  FRANKFORD (1991)
 HU0145
 HU0145                         *CURRENT SURVEY CONTROL
 HU0145  ___________________________________________________________________
 HU0145* NAD 83(1986)-  38 33 14.     (N)    075 10 55.     (W)     SCALED    
 HU0145* NAVD 88     -         4.057  (meters)      13.31   (feet)  ADJUSTED  
 HU0145  ___________________________________________________________________
 HU0145  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0145  DYNAMIC HT  -           4.054 (meters)      13.30  (feet)  COMP
 HU0145  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 HU0145
 HU0145  VERT ORDER  -  SECOND    CLASS 0
 HU0145
 HU0145.The horizontal coordinates were scaled from a topographic map and have
 HU0145.an estimated accuracy of +/- 6 seconds.
 HU0145
 HU0145.The orthometric height was determined by differential leveling
 HU0145.and adjusted in June 1991.
 HU0145
 HU0145.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0145
 HU0145  NGVD 29 (??/??/??)    4.296  (m)           14.09   (f) ADJUSTED    2 0
 HU0145
 HU0145.Superseded values are not recommended for survey control.
 HU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0145.See file dsdata.txt to determine how the superseded data were derived.
 HU0145
 HU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH841672(NAD 83)
 HU0145_MARKER: DB = BENCH MARK DISK
 HU0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0145_SP_SET: CONCRETE POST
 HU0145_STAMPING: X 28 1962
 HU0145_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0204 ***********************************************************************
 HU0204  DESIGNATION -  X 29
 HU0204  PID         -  HU0204
 HU0204  STATE/COUNTY-  DE/SUSSEX
 HU0204  USGS QUAD   -  MILTON (1992)
 HU0204
 HU0204                         *CURRENT SURVEY CONTROL
 HU0204  ___________________________________________________________________
 HU0204* NAD 83(1986)-  38 47 28.     (N)    075 15 05.     (W)     SCALED    
 HU0204* NAVD 88     -         2.412  (meters)       7.91   (feet)  ADJUSTED  
 HU0204  ___________________________________________________________________
 HU0204  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 HU0204  DYNAMIC HT  -           2.411 (meters)       7.91  (feet)  COMP
 HU0204  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 HU0204
 HU0204  VERT ORDER  -  SECOND    CLASS 0
 HU0204
 HU0204.The horizontal coordinates were scaled from a topographic map and have
 HU0204.an estimated accuracy of +/- 6 seconds.
 HU0204
 HU0204.The orthometric height was determined by differential leveling
 HU0204.and adjusted in June 1991.
 HU0204
 HU0204.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0204
 HU0204  NGVD 29 (??/??/??)    2.650  (m)            8.69   (f) ADJUSTED    2 0
 HU0204
 HU0204.Superseded values are not recommended for survey control.
 HU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0204.See file dsdata.txt to determine how the superseded data were derived.
 HU0204
 HU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH781936(NAD 83)
 HU0204_MARKER: DB = BENCH MARK DISK
 HU0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0204_SP_SET: BRIDGE
 HU0204_STAMPING: X 29 1962
 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 POOR             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0193 ***********************************************************************
 HU0193  DESIGNATION -  X 30
 HU0193  PID         -  HU0193
 HU0193  STATE/COUNTY-  DE/SUSSEX
 HU0193  USGS QUAD   -  MILTON (1992)
 HU0193
 HU0193                         *CURRENT SURVEY CONTROL
 HU0193  ___________________________________________________________________
 HU0193* NAD 83(1986)-  38 49 32.     (N)    075 18 25.     (W)     SCALED    
 HU0193* NAVD 88     -         2.121  (meters)       6.96   (feet)  ADJUSTED  
 HU0193  ___________________________________________________________________
 HU0193  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 HU0193  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 HU0193  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 HU0193
 HU0193  VERT ORDER  -  SECOND    CLASS 0
 HU0193
 HU0193.The horizontal coordinates were scaled from a topographic map and have
 HU0193.an estimated accuracy of +/- 6 seconds.
 HU0193
 HU0193.The orthometric height was determined by differential leveling
 HU0193.and adjusted in June 1991.
 HU0193
 HU0193.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0193
 HU0193  NGVD 29 (??/??/??)    2.360  (m)            7.74   (f) ADJUSTED    2 0
 HU0193
 HU0193.Superseded values are not recommended for survey control.
 HU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0193.See file dsdata.txt to determine how the superseded data were derived.
 HU0193
 HU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH733974(NAD 83)
 HU0193_MARKER: DB = BENCH MARK DISK
 HU0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0193_SP_SET: BRIDGE
 HU0193_STAMPING: X 30 1962
 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 = MARCH  2, 2009
 HU0749 ***********************************************************************
 HU0749  DESIGNATION -  X 33
 HU0749  PID         -  HU0749
 HU0749  STATE/COUNTY-  DE/SUSSEX
 HU0749  USGS QUAD   -  GREENWOOD (1992)
 HU0749
 HU0749                         *CURRENT SURVEY CONTROL
 HU0749  ___________________________________________________________________
 HU0749* NAD 83(1986)-  38 47 07.     (N)    075 35 49.     (W)     SCALED    
 HU0749* NAVD 88     -        13.140  (meters)      43.11   (feet)  ADJUSTED  
 HU0749  ___________________________________________________________________
 HU0749  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU0749  DYNAMIC HT  -          13.132 (meters)      43.08  (feet)  COMP
 HU0749  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 HU0749
 HU0749  VERT ORDER  -  FIRST     CLASS I
 HU0749
 HU0749.The horizontal coordinates were scaled from a topographic map and have
 HU0749.an estimated accuracy of +/- 6 seconds.
 HU0749
 HU0749.The orthometric height was determined by differential leveling
 HU0749.and adjusted in June 1991.
 HU0749
 HU0749.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0749
 HU0749  NGVD 29 (??/??/??)   13.387  (m)           43.92   (f) ADJUSTED    1 1
 HU0749
 HU0749.Superseded values are not recommended for survey control.
 HU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0749.See file dsdata.txt to determine how the superseded data were derived.
 HU0749
 HU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH481931(NAD 83)
 HU0749_MARKER: DB = BENCH MARK DISK
 HU0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0749_STAMPING: X 33 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1092 ***********************************************************************
 JU1092  DESIGNATION -  X 34
 JU1092  PID         -  JU1092
 JU1092  STATE/COUNTY-  DE/KENT
 JU1092  USGS QUAD   -  DOVER (1993)
 JU1092
 JU1092                         *CURRENT SURVEY CONTROL
 JU1092  ___________________________________________________________________
 JU1092* NAD 83(1986)-  39 14 38.     (N)    075 36 19.     (W)     SCALED    
 JU1092* NAVD 88     -         6.843  (meters)      22.45   (feet)  ADJUSTED  
 JU1092  ___________________________________________________________________
 JU1092  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JU1092  DYNAMIC HT  -           6.839 (meters)      22.44  (feet)  COMP
 JU1092  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 JU1092
 JU1092  VERT ORDER  -  FIRST     CLASS I
 JU1092
 JU1092.The horizontal coordinates were scaled from a topographic map and have
 JU1092.an estimated accuracy of +/- 6 seconds.
 JU1092
 JU1092.The orthometric height was determined by differential leveling
 JU1092.and adjusted in June 1991.
 JU1092
 JU1092.The geoid height was determined by GEOID03.
 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       -   138,100.      183,720.      MT  (+/- 180 meters Scaled)
 JU1092
 JU1092                          SUPERSEDED SURVEY CONTROL
 JU1092
 JU1092  NGVD 29 (??/??/??)    7.082  (m)           23.23   (f) ADJUSTED    1 1
 JU1092
 JU1092.Superseded values are not recommended for survey control.
 JU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1092.See file dsdata.txt to determine how the superseded data were derived.
 JU1092
 JU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ477440(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0035 ***********************************************************************
 HU0035  DESIGNATION -  X 35
 HU0035  PID         -  HU0035
 HU0035  STATE/COUNTY-  DE/KENT
 HU0035  USGS QUAD   -  MILFORD (1993)
 HU0035
 HU0035                         *CURRENT SURVEY CONTROL
 HU0035  ___________________________________________________________________
 HU0035* NAD 83(1986)-  38 55 42.39   (N)    075 26 16.17   (W)     HD_HELD1  
 HU0035* NAVD 88     -        12.186  (meters)      39.98   (feet)  ADJUSTED  
 HU0035  ___________________________________________________________________
 HU0035  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 HU0035  DYNAMIC HT  -          12.179 (meters)      39.96  (feet)  COMP
 HU0035  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 HU0035
 HU0035  VERT ORDER  -  FIRST     CLASS I
 HU0035
 HU0035.The horizontal coordinates were established by differentially corrected
 HU0035.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0035
 HU0035.The orthometric height was determined by differential leveling
 HU0035.and adjusted in June 1991.
 HU0035
 HU0035.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0035
 HU0035  NGVD 29 (??/??/??)   12.431  (m)           40.78   (f) ADJUSTED    1 1
 HU0035
 HU0035.Superseded values are not recommended for survey control.
 HU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0035.See file dsdata.txt to determine how the superseded data were derived.
 HU0035
 HU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6205008927(NAD 83)
 HU0035_MARKER: DB = BENCH MARK DISK
 HU0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0035_STAMPING: X 35 1963
 HU0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0035+STABILITY: SURFACE MOTION
 HU0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0035+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 HU0035
 HU0035  HISTORY     - Date     Condition        Report By
 HU0035  HISTORY     - 1963     MONUMENTED       CGS
 HU0035  HISTORY     - 1989     GOOD             USPSQD
 HU0035  HISTORY     - 20020615 GOOD             USPSQD
 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' 
 HU0035' 
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1028 ***********************************************************************
 JU1028  DESIGNATION -  X 36
 JU1028  PID         -  JU1028
 JU1028  STATE/COUNTY-  DE/KENT
 JU1028  USGS QUAD   -  LITTLE CREEK (1993)
 JU1028
 JU1028                         *CURRENT SURVEY CONTROL
 JU1028  ___________________________________________________________________
 JU1028* NAD 83(1986)-  39 10 13.     (N)    075 27 34.     (W)     SCALED    
 JU1028* NAVD 88     -         5.231  (meters)      17.16   (feet)  ADJUSTED  
 JU1028  ___________________________________________________________________
 JU1028  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU1028  DYNAMIC HT  -           5.228 (meters)      17.15  (feet)  COMP
 JU1028  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 JU1028
 JU1028  VERT ORDER  -  FIRST     CLASS I
 JU1028
 JU1028.The horizontal coordinates were scaled from a topographic map and have
 JU1028.an estimated accuracy of +/- 6 seconds.
 JU1028
 JU1028.The orthometric height was determined by differential leveling
 JU1028.and adjusted in June 1991.
 JU1028
 JU1028.The geoid height was determined by GEOID03.
 JU1028
 JU1028.The dynamic height is computed by dividing the NAVD 88
 JU1028.geopotential number by the normal gravity value computed on the
 JU1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1028.degrees latitude (g = 980.6199 gals.).
 JU1028
 JU1028.The modeled gravity was interpolated from observed gravity values.
 JU1028
 JU1028;                    North         East    Units  Estimated Accuracy
 JU1028;SPC DE       -   129,910.      196,300.      MT  (+/- 180 meters Scaled)
 JU1028
 JU1028                          SUPERSEDED SURVEY CONTROL
 JU1028
 JU1028  NGVD 29 (??/??/??)    5.470  (m)           17.95   (f) ADJUSTED    1 1
 JU1028
 JU1028.Superseded values are not recommended for survey control.
 JU1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1028.See file dsdata.txt to determine how the superseded data were derived.
 JU1028
 JU1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ603357(NAD 83)
 JU1028_MARKER: DB = BENCH MARK DISK
 JU1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1028_STAMPING: X 36 1963
 JU1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1028+STABILITY: SURFACE MOTION
 JU1028
 JU1028  HISTORY     - Date     Condition        Report By
 JU1028  HISTORY     - 1963     MONUMENTED       CGS
 JU1028  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1028  HISTORY     - 20020615 POOR             USPSQD
 JU1028
 JU1028                          STATION DESCRIPTION
 JU1028
 JU1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1028'0.8 MI NW FROM LITTLE CREEK.
 JU1028'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE SCHOOL AT
 JU1028'LITTLE CREEK, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 8, AT
 JU1028'THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTH TO A TWO STORY
 JU1028'WHITE FRAME HOUSE, 38.5 FEET NORTHEAST OF CENTER OF THE
 JU1028'JUNCTION, 27.5 FEET NORTH OF CENTERLINE OF THE HIGHWAY, 2 1/2
 JU1028'FEET WEST OF POWER POLE 72, 1.5 FEET EAST OF A STEEL WITNESS
 JU1028'POST, 2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A
 JU1028'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO BE
 JU1028'REACHED BY GOING 3.05 MILES EAST ALONG STATE HIGHWAY 8 FROM THE
 JU1028'INTERSECTION OF U.S. HIGHWAY 13 AT DOVER.
 JU1028
 JU1028                          STATION RECOVERY (1981)
 JU1028
 JU1028'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1028'MARK NOT FOUND.
 JU1028
 JU1028                          STATION RECOVERY (2002)
 JU1028
 JU1028'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1028'2 STORY WHITE FRAME HOUSE GONE
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1911 ***********************************************************************
 JU1911  DESIGNATION -  X 38
 JU1911  PID         -  JU1911
 JU1911  STATE/COUNTY-  DE/NEW CASTLE
 JU1911  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1911
 JU1911                         *CURRENT SURVEY CONTROL
 JU1911  ___________________________________________________________________
 JU1911* NAD 83(1986)-  39 39 24.     (N)    075 36 06.     (W)     SCALED    
 JU1911* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 JU1911  ___________________________________________________________________
 JU1911  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU1911  DYNAMIC HT  -           5.873 (meters)      19.27  (feet)  COMP
 JU1911  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 JU1911
 JU1911  VERT ORDER  -  FIRST     CLASS I
 JU1911
 JU1911.The horizontal coordinates were scaled from a topographic map and have
 JU1911.an estimated accuracy of +/- 6 seconds.
 JU1911
 JU1911.The orthometric height was determined by differential leveling
 JU1911.and adjusted in June 1991.
 JU1911.WARNING-Repeat measurements at this control monument indicate possible
 JU1911.vertical movement.
 JU1911
 JU1911.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1911
 JU1911  NGVD 29 (01/10/92)    6.139  (m)           20.14   (f) ADJUSTED    1 1
 JU1911
 JU1911.Superseded values are not recommended for survey control.
 JU1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1911.See file dsdata.txt to determine how the superseded data were derived.
 JU1911
 JU1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ483898(NAD 83)
 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_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 = MARCH  2, 2009
 JU1917 ***********************************************************************
 JU1917  DESIGNATION -  X 39
 JU1917  PID         -  JU1917
 JU1917  STATE/COUNTY-  DE/NEW CASTLE
 JU1917  USGS QUAD   -  SAINT GEORGES (1993)
 JU1917
 JU1917                         *CURRENT SURVEY CONTROL
 JU1917  ___________________________________________________________________
 JU1917* NAD 83(1986)-  39 37 03.     (N)    075 40 48.     (W)     SCALED    
 JU1917* NAVD 88     -        24.108  (meters)      79.09   (feet)  ADJUSTED  
 JU1917  ___________________________________________________________________
 JU1917  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1917  DYNAMIC HT  -          24.097 (meters)      79.06  (feet)  COMP
 JU1917  MODELED GRAV-     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 scaled from a topographic map and have
 JU1917.an estimated accuracy of +/- 6 seconds.
 JU1917
 JU1917.The orthometric height was determined by differential leveling
 JU1917.and adjusted in June 1991.
 JU1917
 JU1917.The geoid height was determined by GEOID03.
 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.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       -   179,590.      177,390.      MT  (+/- 180 meters Scaled)
 JU1917
 JU1917                          SUPERSEDED SURVEY CONTROL
 JU1917
 JU1917  NGVD 29 (01/10/92)   24.349  (m)           79.89   (f) ADJUSTED    1 1
 JU1917
 JU1917.Superseded values are not recommended for survey control.
 JU1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1917.See file dsdata.txt to determine how the superseded data were derived.
 JU1917
 JU1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ416855(NAD 83)
 JU1917_MARKER: DB = BENCH MARK DISK
 JU1917_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1917_SP_SET: COPPER-CLAD STEEL ROD
 JU1917_STAMPING: X 39 1963
 JU1917_MARK LOGO: CGS   
 JU1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1917+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0158 ***********************************************************************
 HU0158  DESIGNATION -  X 4
 HU0158  PID         -  HU0158
 HU0158  STATE/COUNTY-  DE/SUSSEX
 HU0158  USGS QUAD   -  MILLSBORO (1992)
 HU0158
 HU0158                         *CURRENT SURVEY CONTROL
 HU0158  ___________________________________________________________________
 HU0158* NAD 83(1986)-  38 35 14.     (N)    075 17 29.     (W)     SCALED    
 HU0158* NAVD 88     -         7.460  (meters)      24.48   (feet)  ADJUSTED  
 HU0158  ___________________________________________________________________
 HU0158  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 HU0158  DYNAMIC HT  -           7.455 (meters)      24.46  (feet)  COMP
 HU0158  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 HU0158
 HU0158  VERT ORDER  -  SECOND    CLASS 0
 HU0158
 HU0158.The horizontal coordinates were scaled from a topographic map and have
 HU0158.an estimated accuracy of +/- 6 seconds.
 HU0158
 HU0158.The orthometric height was determined by differential leveling
 HU0158.and adjusted in June 1991.
 HU0158
 HU0158.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0158
 HU0158  NGVD 29 (??/??/??)    7.700  (m)           25.26   (f) ADJUSTED    2 0
 HU0158
 HU0158.Superseded values are not recommended for survey control.
 HU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0158.See file dsdata.txt to determine how the superseded data were derived.
 HU0158
 HU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH746710(NAD 83)
 HU0158_MARKER: DB = BENCH MARK DISK
 HU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0158_STAMPING: X 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0341 ***********************************************************************
 HU0341  DESIGNATION -  X 8
 HU0341  PID         -  HU0341
 HU0341  STATE/COUNTY-  DE/SUSSEX
 HU0341  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0341
 HU0341                         *CURRENT SURVEY CONTROL
 HU0341  ___________________________________________________________________
 HU0341* NAD 83(1986)-  38 28 14.     (N)    075 19 42.     (W)     SCALED    
 HU0341* NAVD 88     -        11.842  (meters)      38.85   (feet)  ADJUSTED  
 HU0341  ___________________________________________________________________
 HU0341  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 HU0341  DYNAMIC HT  -          11.834 (meters)      38.83  (feet)  COMP
 HU0341  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 HU0341
 HU0341  VERT ORDER  -  SECOND    CLASS 0
 HU0341
 HU0341.The horizontal coordinates were scaled from a topographic map and have
 HU0341.an estimated accuracy of +/- 6 seconds.
 HU0341
 HU0341.The orthometric height was determined by differential leveling
 HU0341.and adjusted in June 1991.
 HU0341
 HU0341.The geoid height was determined by GEOID03.
 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       -    52,240.      207,710.      MT  (+/- 180 meters Scaled)
 HU0341
 HU0341                          SUPERSEDED SURVEY CONTROL
 HU0341
 HU0341  NGVD 29 (??/??/??)   12.083  (m)           39.64   (f) ADJUSTED    2 0
 HU0341
 HU0341.Superseded values are not recommended for survey control.
 HU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0341.See file dsdata.txt to determine how the superseded data were derived.
 HU0341
 HU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH713580(NAD 83)
 HU0341_MARKER: DB = BENCH MARK DISK
 HU0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0341_STAMPING: X 8 1942
 HU0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0341+STABILITY: SURFACE MOTION
 HU0341
 HU0341  HISTORY     - Date     Condition        Report By
 HU0341  HISTORY     - 1942     MONUMENTED       CGS
 HU0341  HISTORY     - 1943     GOOD             CGS
 HU0341  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0982 ***********************************************************************
 HU0982  DESIGNATION -  X 9 RESET 1942
 HU0982  PID         -  HU0982
 HU0982  STATE/COUNTY-  DE/SUSSEX
 HU0982  USGS QUAD   -  SHARPTOWN (1992)
 HU0982
 HU0982                         *CURRENT SURVEY CONTROL
 HU0982  ___________________________________________________________________
 HU0982* NAD 83(1986)-  38 31 05.     (N)    075 39 26.     (W)     SCALED    
 HU0982* NAVD 88     -        12.25   (+/-2cm)      40.2    (feet)  VERTCON   
 HU0982  ___________________________________________________________________
 HU0982  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 HU0982  VERT ORDER  -  THIRD (See Below)
 HU0982
 HU0982.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 HU0982
 HU0982.The geoid height was determined by GEOID03.
 HU0982
 HU0982;                    North         East    Units  Estimated Accuracy
 HU0982;SPC DE       -    57,530.      179,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0982.See file dsdata.txt to determine how the superseded data were derived.
 HU0982
 HU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH427635(NAD 83)
 HU0982_MARKER: DB = BENCH MARK DISK
 HU0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0982_SP_SET: CULVERT
 HU0982_STAMPING: X 9 1942
 HU0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0982
 HU0982  HISTORY     - Date     Condition        Report By
 HU0982  HISTORY     - 1942     MONUMENTED       CGS
 HU0982  HISTORY     - 1981     MARK NOT FOUND   UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1290 ***********************************************************************
 JU1290  DESIGNATION -  Y 11
 JU1290  PID         -  JU1290
 JU1290  STATE/COUNTY-  DE/KENT
 JU1290  USGS QUAD   -  KENTON (1993)
 JU1290
 JU1290                         *CURRENT SURVEY CONTROL
 JU1290  ___________________________________________________________________
 JU1290* NAD 83(1986)-  39 09 57.62   (N)    075 41 31.41   (W)     HD_HELD1  
 JU1290* NAVD 88     -        22.913  (meters)      75.17   (feet)  ADJUSTED  
 JU1290  ___________________________________________________________________
 JU1290  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU1290  DYNAMIC HT  -          22.900 (meters)      75.13  (feet)  COMP
 JU1290  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 JU1290
 JU1290  VERT ORDER  -  SECOND    CLASS 0
 JU1290
 JU1290.The horizontal coordinates were established by differentially corrected
 JU1290.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1290
 JU1290.The orthometric height was determined by differential leveling
 JU1290.and adjusted in June 1991.
 JU1290
 JU1290.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1290;SPC DE       -   129,470.9     176,199.8     MT  (+/- 3 meters HH1 GPS) 
 JU1290
 JU1290                          SUPERSEDED SURVEY CONTROL
 JU1290
 JU1290  NGVD 29 (??/??/??)   23.146  (m)           75.94   (f) ADJUSTED    2 0
 JU1290
 JU1290.Superseded values are not recommended for survey control.
 JU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1290.See file dsdata.txt to determine how the superseded data were derived.
 JU1290
 JU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4021335427(NAD 83)
 JU1290_MARKER: DB = BENCH MARK DISK
 JU1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1290_STAMPING: Y 11 1942
 JU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1290+STABILITY: SURFACE MOTION
 JU1290
 JU1290  HISTORY     - Date     Condition        Report By
 JU1290  HISTORY     - 1942     MONUMENTED       CGS
 JU1290  HISTORY     - 1964     GOOD             CGS
 JU1290  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0036 ***********************************************************************
 HU0036  DESIGNATION -  Y 2
 HU0036  PID         -  HU0036
 HU0036  STATE/COUNTY-  DE/SUSSEX
 HU0036  USGS QUAD   -  MILFORD (1993)
 HU0036
 HU0036                         *CURRENT SURVEY CONTROL
 HU0036  ___________________________________________________________________
 HU0036* NAD 83(1986)-  38 54 41.     (N)    075 26 00.     (W)     SCALED    
 HU0036* NAVD 88     -         3.585  (meters)      11.76   (feet)  ADJUSTED  
 HU0036  ___________________________________________________________________
 HU0036  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 HU0036  DYNAMIC HT  -           3.583 (meters)      11.76  (feet)  COMP
 HU0036  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 HU0036
 HU0036  VERT ORDER  -  FIRST     CLASS I
 HU0036
 HU0036.The horizontal coordinates were scaled from a topographic map and have
 HU0036.an estimated accuracy of +/- 6 seconds.
 HU0036
 HU0036.The orthometric height was determined by differential leveling
 HU0036.and adjusted in June 1991.
 HU0036
 HU0036.The geoid height was determined by GEOID03.
 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       -   101,170.      198,550.      MT  (+/- 180 meters Scaled)
 HU0036
 HU0036                          SUPERSEDED SURVEY CONTROL
 HU0036
 HU0036  NGVD 29 (??/??/??)    3.830  (m)           12.57   (f) ADJUSTED    1 1
 HU0036
 HU0036.Superseded values are not recommended for survey control.
 HU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0036.See file dsdata.txt to determine how the superseded data were derived.
 HU0036
 HU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ624070(NAD 83)
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0036+STABILITY: SURFACE MOTION
 HU0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0036+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1716 ***********************************************************************
 JU1716  DESIGNATION -  Y 21
 JU1716  PID         -  JU1716
 JU1716  STATE/COUNTY-  DE/NEW CASTLE
 JU1716  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1716
 JU1716                         *CURRENT SURVEY CONTROL
 JU1716  ___________________________________________________________________
 JU1716* NAD 83(1986)-  39 42 23.     (N)    075 31 58.     (W)     SCALED    
 JU1716* NAVD 88     -         1.608  (meters)       5.28   (feet)  ADJUSTED  
 JU1716  ___________________________________________________________________
 JU1716  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU1716  DYNAMIC HT  -           1.608 (meters)       5.28  (feet)  COMP
 JU1716  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 JU1716
 JU1716  VERT ORDER  -  SECOND    CLASS 0
 JU1716
 JU1716.The horizontal coordinates were scaled from a topographic map and have
 JU1716.an estimated accuracy of +/- 6 seconds.
 JU1716
 JU1716.The orthometric height was determined by differential leveling
 JU1716.and adjusted in June 1991.
 JU1716
 JU1716.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1716
 JU1716  NGVD 29 (??/??/??)    1.975  (m)            6.48   (f) ADJUSTED    2 0
 JU1716
 JU1716.Superseded values are not recommended for survey control.
 JU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1716.See file dsdata.txt to determine how the superseded data were derived.
 JU1716
 JU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ543953(NAD 83)
 JU1716_MARKER: DB = BENCH MARK DISK
 JU1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1716_SP_SET: TELEGRAPH TOWER FOUNDATION
 JU1716_STAMPING: Y 21 1959
 JU1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 JU1672 ***********************************************************************
 JU1672  DESIGNATION -  Y 22
 JU1672  PID         -  JU1672
 JU1672  STATE/COUNTY-  DE/NEW CASTLE
 JU1672  USGS QUAD   -  NEWARK EAST (1993)
 JU1672
 JU1672                         *CURRENT SURVEY CONTROL
 JU1672  ___________________________________________________________________
 JU1672* NAD 83(1986)-  39 39 01.63   (N)    075 41 51.36   (W)     HD_HELD1  
 JU1672* NAVD 88     -        21.141  (meters)      69.36   (feet)  ADJUSTED  
 JU1672  ___________________________________________________________________
 JU1672  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU1672  DYNAMIC HT  -          21.132 (meters)      69.33  (feet)  COMP
 JU1672  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 JU1672
 JU1672  VERT ORDER  -  SECOND    CLASS 0
 JU1672
 JU1672.The horizontal coordinates were established by differentially corrected
 JU1672.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JU1672
 JU1672.The orthometric height was determined by differential leveling
 JU1672.and adjusted in June 1991.
 JU1672
 JU1672.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1672
 JU1672  NGVD 29 (??/??/??)   21.482  (m)           70.48   (f) ADJUSTED    2 0
 JU1672
 JU1672.Superseded values are not recommended for survey control.
 JU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1672.See file dsdata.txt to determine how the superseded data were derived.
 JU1672
 JU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4015089195(NAD 83)
 JU1672_MARKER: DB = BENCH MARK DISK
 JU1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1672_STAMPING: Y 22 1959
 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 - February 18, 2004
 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
 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'HANDHELD COORDINATES ARE N39-39.027 W075-41.856
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0144 ***********************************************************************
 HU0144  DESIGNATION -  Y 28 RESET
 HU0144  PID         -  HU0144
 HU0144  STATE/COUNTY-  DE/SUSSEX
 HU0144  USGS QUAD   -  FRANKFORD (1991)
 HU0144
 HU0144                         *CURRENT SURVEY CONTROL
 HU0144  ___________________________________________________________________
 HU0144* NAD 83(1986)-  38 33 24.     (N)    075 09 50.     (W)     SCALED    
 HU0144* NAVD 88     -         3.445  (meters)      11.30   (feet)  ADJUSTED  
 HU0144  ___________________________________________________________________
 HU0144  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0144  DYNAMIC HT  -           3.443 (meters)      11.30  (feet)  COMP
 HU0144  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 HU0144
 HU0144  VERT ORDER  -  SECOND    CLASS II
 HU0144
 HU0144.The horizontal coordinates were scaled from a topographic map and have
 HU0144.an estimated accuracy of +/- 6 seconds.
 HU0144
 HU0144.The orthometric height was determined by differential leveling
 HU0144.and adjusted in March 1994.
 HU0144
 HU0144.The geoid height was determined by GEOID03.
 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       -    61,820.      222,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0144.See file dsdata.txt to determine how the superseded data were derived.
 HU0144
 HU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH857675(NAD 83)
 HU0144_MARKER: DB = BENCH MARK DISK
 HU0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0144_SP_SET: CONCRETE POST
 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 - October 30, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0202 ***********************************************************************
 HU0202  DESIGNATION -  Y 29
 HU0202  PID         -  HU0202
 HU0202  STATE/COUNTY-  DE/SUSSEX
 HU0202  USGS QUAD   -  MILTON (1992)
 HU0202
 HU0202                         *CURRENT SURVEY CONTROL
 HU0202  ___________________________________________________________________
 HU0202* NAD 83(1986)-  38 48 10.     (N)    075 16 09.     (W)     SCALED    
 HU0202* NAVD 88     -         4.014  (meters)      13.17   (feet)  ADJUSTED  
 HU0202  ___________________________________________________________________
 HU0202  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0202  DYNAMIC HT  -           4.012 (meters)      13.16  (feet)  COMP
 HU0202  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 HU0202
 HU0202  VERT ORDER  -  SECOND    CLASS 0
 HU0202
 HU0202.The horizontal coordinates were scaled from a topographic map and have
 HU0202.an estimated accuracy of +/- 6 seconds.
 HU0202
 HU0202.The orthometric height was determined by differential leveling
 HU0202.and adjusted in June 1991.
 HU0202
 HU0202.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0202
 HU0202  NGVD 29 (??/??/??)    4.253  (m)           13.95   (f) ADJUSTED    2 0
 HU0202
 HU0202.Superseded values are not recommended for survey control.
 HU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0202.See file dsdata.txt to determine how the superseded data were derived.
 HU0202
 HU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766949(NAD 83)
 HU0202_MARKER: DB = BENCH MARK DISK
 HU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0202_STAMPING: Y 29 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0203 ***********************************************************************
 HU0203  DESIGNATION -  Y 29 RESET 1965 DEDHT
 HU0203  PID         -  HU0203
 HU0203  STATE/COUNTY-  DE/SUSSEX
 HU0203  USGS QUAD   -  MILTON (1992)
 HU0203
 HU0203                         *CURRENT SURVEY CONTROL
 HU0203  ___________________________________________________________________
 HU0203* NAD 83(1986)-  38 48 10.     (N)    075 16 09.     (W)     SCALED    
 HU0203* NAVD 88     -         3.84   (meters)      12.6    (feet)  RESET     
 HU0203  ___________________________________________________________________
 HU0203  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 HU0203  VERT ORDER  -  THIRD
 HU0203
 HU0203.The horizontal coordinates were scaled from a topographic map and have
 HU0203.an estimated accuracy of +/- 6 seconds.
 HU0203
 HU0203.The orthometric height was computed from unverified reset data.
 HU0203.No vertical observational check was made to the station.
 HU0203
 HU0203.The geoid height was determined by GEOID03.
 HU0203
 HU0203;                    North         East    Units  Estimated Accuracy
 HU0203;SPC DE       -    89,120.      212,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0203.See file dsdata.txt to determine how the superseded data were derived.
 HU0203
 HU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766949(NAD 83)
 HU0203_MARKER: DB = BENCH MARK DISK
 HU0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0203_SP_SET: CONCRETE MONUMENT
 HU0203_STAMPING: Y 29 RESET 1965
 HU0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0194 ***********************************************************************
 HU0194  DESIGNATION -  Y 30
 HU0194  PID         -  HU0194
 HU0194  STATE/COUNTY-  DE/SUSSEX
 HU0194  USGS QUAD   -  MILTON (1992)
 HU0194
 HU0194                         *CURRENT SURVEY CONTROL
 HU0194  ___________________________________________________________________
 HU0194* NAD 83(1986)-  38 49 00.     (N)    075 17 54.     (W)     SCALED    
 HU0194* NAVD 88     -         6.735  (meters)      22.10   (feet)  ADJUSTED  
 HU0194  ___________________________________________________________________
 HU0194  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 HU0194  DYNAMIC HT  -           6.731 (meters)      22.08  (feet)  COMP
 HU0194  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 HU0194
 HU0194  VERT ORDER  -  SECOND    CLASS 0
 HU0194
 HU0194.The horizontal coordinates were scaled from a topographic map and have
 HU0194.an estimated accuracy of +/- 6 seconds.
 HU0194
 HU0194.The orthometric height was determined by differential leveling
 HU0194.and adjusted in June 1991.
 HU0194
 HU0194.The geoid height was determined by GEOID03.
 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       -    90,660.      210,280.      MT  (+/- 180 meters Scaled)
 HU0194
 HU0194                          SUPERSEDED SURVEY CONTROL
 HU0194
 HU0194  NGVD 29 (??/??/??)    6.974  (m)           22.88   (f) ADJUSTED    2 0
 HU0194
 HU0194.Superseded values are not recommended for survey control.
 HU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0194.See file dsdata.txt to determine how the superseded data were derived.
 HU0194
 HU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH741964(NAD 83)
 HU0194_MARKER: DB = BENCH MARK DISK
 HU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0194_STAMPING: Y 30 1962
 HU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0194+STABILITY: SURFACE MOTION
 HU0194
 HU0194  HISTORY     - Date     Condition        Report By
 HU0194  HISTORY     - 1962     MONUMENTED       CGS
 HU0194  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0748 ***********************************************************************
 HU0748  DESIGNATION -  Y 33
 HU0748  PID         -  HU0748
 HU0748  STATE/COUNTY-  DE/SUSSEX
 HU0748  USGS QUAD   -  GREENWOOD (1992)
 HU0748
 HU0748                         *CURRENT SURVEY CONTROL
 HU0748  ___________________________________________________________________
 HU0748* NAD 83(1986)-  38 47 58.     (N)    075 35 39.     (W)     SCALED    
 HU0748* NAVD 88     -        13.729  (meters)      45.04   (feet)  ADJUSTED  
 HU0748  ___________________________________________________________________
 HU0748  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 HU0748  DYNAMIC HT  -          13.720 (meters)      45.01  (feet)  COMP
 HU0748  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 HU0748
 HU0748  VERT ORDER  -  FIRST     CLASS I
 HU0748
 HU0748.The horizontal coordinates were scaled from a topographic map and have
 HU0748.an estimated accuracy of +/- 6 seconds.
 HU0748
 HU0748.The orthometric height was determined by differential leveling
 HU0748.and adjusted in June 1991.
 HU0748
 HU0748.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0748
 HU0748  NGVD 29 (??/??/??)   13.976  (m)           45.85   (f) ADJUSTED    1 1
 HU0748
 HU0748.Superseded values are not recommended for survey control.
 HU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0748.See file dsdata.txt to determine how the superseded data were derived.
 HU0748
 HU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH484946(NAD 83)
 HU0748_MARKER: DB = BENCH MARK DISK
 HU0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0748_STAMPING: Y 33 1963
 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 = MARCH  2, 2009
 JU1093 ***********************************************************************
 JU1093  DESIGNATION -  Y 34
 JU1093  PID         -  JU1093
 JU1093  STATE/COUNTY-  DE/KENT
 JU1093  USGS QUAD   -  DOVER (1993)
 JU1093
 JU1093                         *CURRENT SURVEY CONTROL
 JU1093  ___________________________________________________________________
 JU1093* NAD 83(1986)-  39 13 47.     (N)    075 35 46.     (W)     SCALED    
 JU1093* NAVD 88     -        13.260  (meters)      43.50   (feet)  ADJUSTED  
 JU1093  ___________________________________________________________________
 JU1093  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU1093  DYNAMIC HT  -          13.253 (meters)      43.48  (feet)  COMP
 JU1093  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 JU1093
 JU1093  VERT ORDER  -  FIRST     CLASS I
 JU1093
 JU1093.The horizontal coordinates were scaled from a topographic map and have
 JU1093.an estimated accuracy of +/- 6 seconds.
 JU1093
 JU1093.The orthometric height was determined by differential leveling
 JU1093.and adjusted in June 1991.
 JU1093
 JU1093.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1093
 JU1093  NGVD 29 (??/??/??)   13.499  (m)           44.29   (f) ADJUSTED    1 1
 JU1093
 JU1093.Superseded values are not recommended for survey control.
 JU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1093.See file dsdata.txt to determine how the superseded data were derived.
 JU1093
 JU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ485424(NAD 83)
 JU1093_MARKER: DB = BENCH MARK DISK
 JU1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1093_STAMPING: Y 34 1963
 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 = MARCH  2, 2009
 HU0051 ***********************************************************************
 HU0051  DESIGNATION -  Y 35
 HU0051  PID         -  HU0051
 HU0051  STATE/COUNTY-  DE/SUSSEX
 HU0051  USGS QUAD   -  MILFORD (1993)
 HU0051
 HU0051                         *CURRENT SURVEY CONTROL
 HU0051  ___________________________________________________________________
 HU0051* NAD 83(1986)-  38 53 58.     (N)    075 25 35.     (W)     SCALED    
 HU0051* NAVD 88     -         8.304  (meters)      27.24   (feet)  ADJUSTED  
 HU0051  ___________________________________________________________________
 HU0051  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 HU0051  DYNAMIC HT  -           8.299 (meters)      27.23  (feet)  COMP
 HU0051  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 HU0051
 HU0051  VERT ORDER  -  FIRST     CLASS I
 HU0051
 HU0051.The horizontal coordinates were scaled from a topographic map and have
 HU0051.an estimated accuracy of +/- 6 seconds.
 HU0051
 HU0051.The orthometric height was determined by differential leveling
 HU0051.and adjusted in June 1991.
 HU0051
 HU0051.The geoid height was determined by GEOID03.
 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       -    99,840.      199,160.      MT  (+/- 180 meters Scaled)
 HU0051
 HU0051                          SUPERSEDED SURVEY CONTROL
 HU0051
 HU0051  NGVD 29 (??/??/??)    8.549  (m)           28.05   (f) ADJUSTED    1 1
 HU0051
 HU0051.Superseded values are not recommended for survey control.
 HU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0051.See file dsdata.txt to determine how the superseded data were derived.
 HU0051
 HU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ630057(NAD 83)
 HU0051_MARKER: DB = BENCH MARK DISK
 HU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0051_STAMPING: Y 35 1963
 HU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0051+STABILITY: SURFACE MOTION
 HU0051
 HU0051  HISTORY     - Date     Condition        Report By
 HU0051  HISTORY     - 1963     MONUMENTED       CGS
 HU0051  HISTORY     - 1981     GOOD             UDE
 HU0051  HISTORY     - 20040828 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1031 ***********************************************************************
 JU1031  DESIGNATION -  Y 36
 JU1031  PID         -  JU1031
 JU1031  STATE/COUNTY-  DE/KENT
 JU1031  USGS QUAD   -  LITTLE CREEK (1993)
 JU1031
 JU1031                         *CURRENT SURVEY CONTROL
 JU1031  ___________________________________________________________________
 JU1031* NAD 83(1986)-  39 10 24.     (N)    075 24 53.     (W)     SCALED    
 JU1031* NAVD 88     -         1.232  (meters)       4.04   (feet)  ADJUSTED  
 JU1031  ___________________________________________________________________
 JU1031  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU1031  DYNAMIC HT  -           1.231 (meters)       4.04  (feet)  COMP
 JU1031  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 JU1031
 JU1031  VERT ORDER  -  FIRST     CLASS I
 JU1031
 JU1031.The horizontal coordinates were scaled from a topographic map and have
 JU1031.an estimated accuracy of +/- 6 seconds.
 JU1031
 JU1031.The orthometric height was determined by differential leveling
 JU1031.and adjusted in June 1991.
 JU1031
 JU1031.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JU1031;SPC DE       -   130,250.      200,170.      MT  (+/- 180 meters Scaled)
 JU1031
 JU1031                          SUPERSEDED SURVEY CONTROL
 JU1031
 JU1031  NGVD 29 (??/??/??)    1.471  (m)            4.83   (f) ADJUSTED    1 1
 JU1031
 JU1031.Superseded values are not recommended for survey control.
 JU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1031.See file dsdata.txt to determine how the superseded data were derived.
 JU1031
 JU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ641360(NAD 83)
 JU1031_MARKER: DB = BENCH MARK DISK
 JU1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1031_STAMPING: Y 36 1963
 JU1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1031+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1029 ***********************************************************************
 JU1029  DESIGNATION -  Y 37
 JU1029  PID         -  JU1029
 JU1029  STATE/COUNTY-  DE/KENT
 JU1029  USGS QUAD   -  LITTLE CREEK (1993)
 JU1029
 JU1029                         *CURRENT SURVEY CONTROL
 JU1029  ___________________________________________________________________
 JU1029* NAD 83(1986)-  39 10 01.     (N)    075 26 55.     (W)     SCALED    
 JU1029* NAVD 88     -         2.370  (meters)       7.78   (feet)  ADJUSTED  
 JU1029  ___________________________________________________________________
 JU1029  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU1029  DYNAMIC HT  -           2.369 (meters)       7.77  (feet)  COMP
 JU1029  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 JU1029
 JU1029  VERT ORDER  -  FIRST     CLASS I
 JU1029
 JU1029.The horizontal coordinates were scaled from a topographic map and have
 JU1029.an estimated accuracy of +/- 6 seconds.
 JU1029
 JU1029.The orthometric height was determined by differential leveling
 JU1029.and adjusted in June 1991.
 JU1029
 JU1029.The geoid height was determined by GEOID03.
 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       -   129,540.      197,240.      MT  (+/- 180 meters Scaled)
 JU1029
 JU1029                          SUPERSEDED SURVEY CONTROL
 JU1029
 JU1029  NGVD 29 (??/??/??)    2.609  (m)            8.56   (f) ADJUSTED    1 1
 JU1029
 JU1029.Superseded values are not recommended for survey control.
 JU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1029.See file dsdata.txt to determine how the superseded data were derived.
 JU1029
 JU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ612353(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1029+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1910 ***********************************************************************
 JU1910  DESIGNATION -  Y 38
 JU1910  PID         -  JU1910
 JU1910  STATE/COUNTY-  DE/NEW CASTLE
 JU1910  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1910
 JU1910                         *CURRENT SURVEY CONTROL
 JU1910  ___________________________________________________________________
 JU1910* NAD 83(1986)-  39 39 30.     (N)    075 34 58.     (W)     SCALED    
 JU1910* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 JU1910  ___________________________________________________________________
 JU1910  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1910  DYNAMIC HT  -           5.141 (meters)      16.87  (feet)  COMP
 JU1910  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 JU1910
 JU1910  VERT ORDER  -  FIRST     CLASS I
 JU1910
 JU1910.The horizontal coordinates were scaled from a topographic map and have
 JU1910.an estimated accuracy of +/- 6 seconds.
 JU1910
 JU1910.The orthometric height was determined by differential leveling
 JU1910.and adjusted in June 1991.
 JU1910
 JU1910.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1910
 JU1910  NGVD 29 (01/10/92)    5.391  (m)           17.69   (f) ADJUSTED    1 1
 JU1910
 JU1910.Superseded values are not recommended for survey control.
 JU1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1910.See file dsdata.txt to determine how the superseded data were derived.
 JU1910
 JU1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500899(NAD 83)
 JU1910_MARKER: DB = BENCH MARK DISK
 JU1910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1910_SP_SET: POWER LINE POLE BASE
 JU1910_STAMPING: Y 38 1963
 JU1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH  2, 2009
 HU0159 ***********************************************************************
 HU0159  DESIGNATION -  Y 4
 HU0159  PID         -  HU0159
 HU0159  STATE/COUNTY-  DE/SUSSEX
 HU0159  USGS QUAD   -  MILLSBORO (1992)
 HU0159
 HU0159                         *CURRENT SURVEY CONTROL
 HU0159  ___________________________________________________________________
 HU0159* NAD 83(1986)-  38 36 19.     (N)    075 18 39.     (W)     SCALED    
 HU0159* NAVD 88     -         8.277  (meters)      27.16   (feet)  ADJUSTED  
 HU0159  ___________________________________________________________________
 HU0159  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 HU0159  DYNAMIC HT  -           8.272 (meters)      27.14  (feet)  COMP
 HU0159  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 HU0159
 HU0159  VERT ORDER  -  SECOND    CLASS 0
 HU0159
 HU0159.The horizontal coordinates were scaled from a topographic map and have
 HU0159.an estimated accuracy of +/- 6 seconds.
 HU0159
 HU0159.The orthometric height was determined by differential leveling
 HU0159.and adjusted in June 1991.
 HU0159
 HU0159.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0159
 HU0159  NGVD 29 (??/??/??)    8.516  (m)           27.94   (f) ADJUSTED    2 0
 HU0159
 HU0159.Superseded values are not recommended for survey control.
 HU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0159.See file dsdata.txt to determine how the superseded data were derived.
 HU0159
 HU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH729730(NAD 83)
 HU0159_MARKER: DB = BENCH MARK DISK
 HU0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0159_SP_SET: CONCRETE POST
 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 = MARCH  2, 2009
 HU0980 ***********************************************************************
 HU0980  DESIGNATION -  Y 9
 HU0980  PID         -  HU0980
 HU0980  STATE/COUNTY-  DE/SUSSEX
 HU0980  USGS QUAD   -  SHARPTOWN (1992)
 HU0980
 HU0980                         *CURRENT SURVEY CONTROL
 HU0980  ___________________________________________________________________
 HU0980* NAD 83(1986)-  38 31 03.     (N)    075 38 23.     (W)     SCALED    
 HU0980* NAVD 88     -        13.363  (meters)      43.84   (feet)  ADJUSTED  
 HU0980  ___________________________________________________________________
 HU0980  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0980  DYNAMIC HT  -          13.355 (meters)      43.82  (feet)  COMP
 HU0980  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 HU0980
 HU0980  VERT ORDER  -  SECOND    CLASS 0
 HU0980
 HU0980.The horizontal coordinates were scaled from a topographic map and have
 HU0980.an estimated accuracy of +/- 6 seconds.
 HU0980
 HU0980.The orthometric height was determined by differential leveling
 HU0980.and adjusted in June 1991.
 HU0980
 HU0980.The geoid height was determined by GEOID03.
 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       -    57,470.      180,550.      MT  (+/- 180 meters Scaled)
 HU0980
 HU0980                          SUPERSEDED SURVEY CONTROL
 HU0980
 HU0980  NGVD 29 (??/??/??)   13.610  (m)           44.65   (f) ADJUSTED    2 0
 HU0980
 HU0980.Superseded values are not recommended for survey control.
 HU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0980.See file dsdata.txt to determine how the superseded data were derived.
 HU0980
 HU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH442634(NAD 83)
 HU0980_MARKER: DB = BENCH MARK DISK
 HU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0980_STAMPING: Y 9 1942
 HU0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0980+STABILITY: SURFACE MOTION
 HU0980
 HU0980  HISTORY     - Date     Condition        Report By
 HU0980  HISTORY     - 1942     MONUMENTED       CGS
 HU0980  HISTORY     - 1943     GOOD             CGS
 HU0980  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0832 ***********************************************************************
 HU0832  DESIGNATION -  Z 10
 HU0832  PID         -  HU0832
 HU0832  STATE/COUNTY-  DE/KENT
 HU0832  USGS QUAD   -  BURRSVILLE (1993)
 HU0832
 HU0832                         *CURRENT SURVEY CONTROL
 HU0832  ___________________________________________________________________
 HU0832* NAD 83(1986)-  38 57 44.     (N)    075 43 03.     (W)     SCALED    
 HU0832* NAVD 88     -        17.422  (meters)      57.16   (feet)  ADJUSTED  
 HU0832  ___________________________________________________________________
 HU0832  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 HU0832  DYNAMIC HT  -          17.412 (meters)      57.13  (feet)  COMP
 HU0832  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 HU0832
 HU0832  VERT ORDER  -  SECOND    CLASS 0
 HU0832
 HU0832.The horizontal coordinates were scaled from a topographic map and have
 HU0832.an estimated accuracy of +/- 6 seconds.
 HU0832
 HU0832.The orthometric height was determined by differential leveling
 HU0832.and adjusted in June 1991.
 HU0832
 HU0832.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0832
 HU0832  NGVD 29 (??/??/??)   17.662  (m)           57.95   (f) ADJUSTED    2 0
 HU0832
 HU0832.Superseded values are not recommended for survey control.
 HU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0832.See file dsdata.txt to determine how the superseded data were derived.
 HU0832
 HU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ378128(NAD 83)
 HU0832_MARKER: DB = BENCH MARK DISK
 HU0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0832_STAMPING: Z 10 1942
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1291 ***********************************************************************
 JU1291  DESIGNATION -  Z 11
 JU1291  PID         -  JU1291
 JU1291  STATE/COUNTY-  DE/KENT
 JU1291  USGS QUAD   -  KENTON (1993)
 JU1291
 JU1291                         *CURRENT SURVEY CONTROL
 JU1291  ___________________________________________________________________
 JU1291* NAD 83(1986)-  39 09 59.     (N)    075 42 33.     (W)     SCALED    
 JU1291* NAVD 88     -        21.196  (meters)      69.54   (feet)  ADJUSTED  
 JU1291  ___________________________________________________________________
 JU1291  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU1291  DYNAMIC HT  -          21.184 (meters)      69.50  (feet)  COMP
 JU1291  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 JU1291
 JU1291  VERT ORDER  -  SECOND    CLASS 0
 JU1291
 JU1291.The horizontal coordinates were scaled from a topographic map and have
 JU1291.an estimated accuracy of +/- 6 seconds.
 JU1291
 JU1291.The orthometric height was determined by differential leveling
 JU1291.and adjusted in June 1991.
 JU1291
 JU1291.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1291
 JU1291  NGVD 29 (??/??/??)   21.431  (m)           70.31   (f) ADJUSTED    2 0
 JU1291
 JU1291.Superseded values are not recommended for survey control.
 JU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1291.See file dsdata.txt to determine how the superseded data were derived.
 JU1291
 JU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ387354(NAD 83)
 JU1291_MARKER: DB = BENCH MARK DISK
 JU1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1291_STAMPING: Z 11 1942
 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 = MARCH  2, 2009
 HU0042 ***********************************************************************
 HU0042  DESIGNATION -  Z 2
 HU0042  PID         -  HU0042
 HU0042  STATE/COUNTY-  DE/SUSSEX
 HU0042  USGS QUAD   -  MILFORD (1993)
 HU0042
 HU0042                         *CURRENT SURVEY CONTROL
 HU0042  ___________________________________________________________________
 HU0042* NAD 83(1986)-  38 55 25.     (N)    075 22 55.     (W)     SCALED    
 HU0042* NAVD 88     -         5.921  (meters)      19.43   (feet)  ADJUSTED  
 HU0042  ___________________________________________________________________
 HU0042  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 HU0042  DYNAMIC HT  -           5.918 (meters)      19.42  (feet)  COMP
 HU0042  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 HU0042
 HU0042  VERT ORDER  -  FIRST     CLASS II
 HU0042
 HU0042.The horizontal coordinates were scaled from a topographic map and have
 HU0042.an estimated accuracy of +/- 6 seconds.
 HU0042
 HU0042.The orthometric height was determined by differential leveling
 HU0042.and adjusted in June 1991.
 HU0042
 HU0042.The geoid height was determined by GEOID03.
 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       -   102,530.      203,010.      MT  (+/- 180 meters Scaled)
 HU0042
 HU0042                          SUPERSEDED SURVEY CONTROL
 HU0042
 HU0042  NGVD 29 (??/??/??)    6.163  (m)           20.22   (f) ADJUSTED    1 2
 HU0042
 HU0042.Superseded values are not recommended for survey control.
 HU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0042.See file dsdata.txt to determine how the superseded data were derived.
 HU0042
 HU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ668083(NAD 83)
 HU0042_MARKER: DB = BENCH MARK DISK
 HU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0042_STAMPING: Z 2 1931 20.715
 HU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0042+STABILITY: SURFACE MOTION
 HU0042
 HU0042  HISTORY     - Date     Condition        Report By
 HU0042  HISTORY     - 1931     MONUMENTED       CGS
 HU0042  HISTORY     - 1962     GOOD             CGS
 HU0042  HISTORY     - 1981     GOOD             UDE
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1715 ***********************************************************************
 JU1715  DESIGNATION -  Z 21
 JU1715  PID         -  JU1715
 JU1715  STATE/COUNTY-  DE/NEW CASTLE
 JU1715  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1715
 JU1715                         *CURRENT SURVEY CONTROL
 JU1715  ___________________________________________________________________
 JU1715* NAD 83(1986)-  39 41 41.     (N)    075 32 27.     (W)     SCALED    
 JU1715* NAVD 88     -         3.810  (meters)      12.50   (feet)  ADJUSTED  
 JU1715  ___________________________________________________________________
 JU1715  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU1715  DYNAMIC HT  -           3.809 (meters)      12.50  (feet)  COMP
 JU1715  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 JU1715
 JU1715  VERT ORDER  -  FIRST     CLASS II
 JU1715
 JU1715.The horizontal coordinates were scaled from a topographic map and have
 JU1715.an estimated accuracy of +/- 6 seconds.
 JU1715
 JU1715.The orthometric height was determined by differential leveling
 JU1715.and adjusted in June 1991.
 JU1715
 JU1715.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JU1715
 JU1715  NGVD 29 (01/10/92)    4.065  (m)           13.34   (f) ADJUSTED    1 2
 JU1715
 JU1715.Superseded values are not recommended for survey control.
 JU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1715.See file dsdata.txt to determine how the superseded data were derived.
 JU1715
 JU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ536940(NAD 83)
 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_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 = MARCH  2, 2009
 JU1679 ***********************************************************************
 JU1679  DESIGNATION -  Z 22 RESET
 JU1679  PID         -  JU1679
 JU1679  STATE/COUNTY-  DE/NEW CASTLE
 JU1679  USGS QUAD   -  NEWARK EAST (1993)
 JU1679
 JU1679                         *CURRENT SURVEY CONTROL
 JU1679  ___________________________________________________________________
 JU1679* NAD 83(1986)-  39 40 17.     (N)    075 41 49.     (W)     SCALED    
 JU1679* NAVD 88     -        21.22   (+/-2cm)      69.6    (feet)  VERTCON   
 JU1679  ___________________________________________________________________
 JU1679  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1679  VERT ORDER  -  THIRD (See Below)
 JU1679
 JU1679.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JU1679
 JU1679.The geoid height was determined by GEOID03.
 JU1679
 JU1679;                    North         East    Units  Estimated Accuracy
 JU1679;SPC DE       -   185,580.      175,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1679.See file dsdata.txt to determine how the superseded data were derived.
 JU1679
 JU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402915(NAD 83)
 JU1679_MARKER: DB = BENCH MARK DISK
 JU1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1679_SP_SET: MANHOLE
 JU1679_STAMPING: Z 22 RESET 1973
 JU1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1678 ***********************************************************************
 JU1678  DESIGNATION -  Z 22 RESET 1964 DEDHT
 JU1678  PID         -  JU1678
 JU1678  STATE/COUNTY-  DE/NEW CASTLE
 JU1678  USGS QUAD   -  NEWARK EAST (1993)
 JU1678
 JU1678                         *CURRENT SURVEY CONTROL
 JU1678  ___________________________________________________________________
 JU1678* NAD 83(1986)-  39 40 17.     (N)    075 41 49.     (W)     SCALED    
 JU1678* NAVD 88     -        21.07   (meters)      69.1    (feet)  RESET     
 JU1678  ___________________________________________________________________
 JU1678  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU1678  VERT ORDER  -  THIRD
 JU1678
 JU1678.The horizontal coordinates were scaled from a topographic map and have
 JU1678.an estimated accuracy of +/- 6 seconds.
 JU1678
 JU1678.The orthometric height was computed from unverified reset data.
 JU1678.No vertical observational check was made to the station.
 JU1678
 JU1678.The geoid height was determined by GEOID03.
 JU1678
 JU1678;                    North         East    Units  Estimated Accuracy
 JU1678;SPC DE       -   185,580.      175,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1678.See file dsdata.txt to determine how the superseded data were derived.
 JU1678
 JU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402915(NAD 83)
 JU1678_MARKER: DB = BENCH MARK DISK
 JU1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1678_STAMPING: Z 22 RESET 1964
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0142 ***********************************************************************
 HU0142  DESIGNATION -  Z 28
 HU0142  PID         -  HU0142
 HU0142  STATE/COUNTY-  DE/SUSSEX
 HU0142  USGS QUAD   -  FRANKFORD (1991)
 HU0142
 HU0142                         *CURRENT SURVEY CONTROL
 HU0142  ___________________________________________________________________
 HU0142* NAD 83(1986)-  38 33 17.     (N)    075 09 16.     (W)     SCALED    
 HU0142* NAVD 88     -         2.836  (meters)       9.30   (feet)  ADJUSTED  
 HU0142  ___________________________________________________________________
 HU0142  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 HU0142  DYNAMIC HT  -           2.834 (meters)       9.30  (feet)  COMP
 HU0142  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 HU0142
 HU0142  VERT ORDER  -  SECOND    CLASS 0
 HU0142
 HU0142.The horizontal coordinates were scaled from a topographic map and have
 HU0142.an estimated accuracy of +/- 6 seconds.
 HU0142
 HU0142.The orthometric height was determined by differential leveling
 HU0142.and adjusted in June 1991.
 HU0142
 HU0142.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0142
 HU0142  NGVD 29 (??/??/??)    3.075  (m)           10.09   (f) ADJUSTED    2 0
 HU0142
 HU0142.Superseded values are not recommended for survey control.
 HU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0142.See file dsdata.txt to determine how the superseded data were derived.
 HU0142
 HU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH865673(NAD 83)
 HU0142_MARKER: DB = BENCH MARK DISK
 HU0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0142_SP_SET: BRIDGE
 HU0142_STAMPING: Z 28 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0197 ***********************************************************************
 HU0197  DESIGNATION -  Z 29
 HU0197  PID         -  HU0197
 HU0197  STATE/COUNTY-  DE/SUSSEX
 HU0197  USGS QUAD   -  MILTON (1992)
 HU0197
 HU0197                         *CURRENT SURVEY CONTROL
 HU0197  ___________________________________________________________________
 HU0197* NAD 83(1986)-  38 48 46.     (N)    075 15 12.     (W)     SCALED    
 HU0197* NAVD 88     -         1.800  (meters)       5.91   (feet)  ADJUSTED  
 HU0197  ___________________________________________________________________
 HU0197  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 HU0197  DYNAMIC HT  -           1.799 (meters)       5.90  (feet)  COMP
 HU0197  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 HU0197
 HU0197  VERT ORDER  -  SECOND    CLASS 0
 HU0197
 HU0197.The horizontal coordinates were scaled from a topographic map and have
 HU0197.an estimated accuracy of +/- 6 seconds.
 HU0197
 HU0197.The orthometric height was determined by differential leveling
 HU0197.and adjusted in June 1991.
 HU0197
 HU0197.The geoid height was determined by GEOID03.
 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       -    90,230.      214,190.      MT  (+/- 180 meters Scaled)
 HU0197
 HU0197                          SUPERSEDED SURVEY CONTROL
 HU0197
 HU0197  NGVD 29 (??/??/??)    2.038  (m)            6.69   (f) ADJUSTED    2 0
 HU0197
 HU0197.Superseded values are not recommended for survey control.
 HU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0197.See file dsdata.txt to determine how the superseded data were derived.
 HU0197
 HU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH780960(NAD 83)
 HU0197_MARKER: DB = BENCH MARK DISK
 HU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0197_STAMPING: Z 29 1962
 HU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0197+STABILITY: SURFACE MOTION
 HU0197
 HU0197  HISTORY     - Date     Condition        Report By
 HU0197  HISTORY     - 1962     MONUMENTED       CGS
 HU0197  HISTORY     - 1981     GOOD             UDE
 HU0197  HISTORY     - 19990127 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0195 ***********************************************************************
 HU0195  DESIGNATION -  Z 30
 HU0195  PID         -  HU0195
 HU0195  STATE/COUNTY-  DE/SUSSEX
 HU0195  USGS QUAD   -  MILTON (1992)
 HU0195
 HU0195                         *CURRENT SURVEY CONTROL
 HU0195  ___________________________________________________________________
 HU0195* NAD 83(1986)-  38 48 37.     (N)    075 17 05.     (W)     SCALED    
 HU0195* NAVD 88     -         2.055  (meters)       6.74   (feet)  ADJUSTED  
 HU0195  ___________________________________________________________________
 HU0195  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 HU0195  DYNAMIC HT  -           2.054 (meters)       6.74  (feet)  COMP
 HU0195  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 HU0195
 HU0195  VERT ORDER  -  SECOND    CLASS 0
 HU0195
 HU0195.The horizontal coordinates were scaled from a topographic map and have
 HU0195.an estimated accuracy of +/- 6 seconds.
 HU0195
 HU0195.The orthometric height was determined by differential leveling
 HU0195.and adjusted in June 1991.
 HU0195
 HU0195.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0195
 HU0195  NGVD 29 (??/??/??)    2.294  (m)            7.53   (f) ADJUSTED    2 0
 HU0195
 HU0195.Superseded values are not recommended for survey control.
 HU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0195.See file dsdata.txt to determine how the superseded data were derived.
 HU0195
 HU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH752957(NAD 83)
 HU0195_MARKER: DB = BENCH MARK DISK
 HU0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0195_SP_SET: BRIDGE
 HU0195_STAMPING: Z 30 1962
 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 = MARCH  2, 2009
 HU0744 ***********************************************************************
 HU0744  DESIGNATION -  Z 33
 HU0744  PID         -  HU0744
 HU0744  STATE/COUNTY-  DE/SUSSEX
 HU0744  USGS QUAD   -  GREENWOOD (1992)
 HU0744
 HU0744                         *CURRENT SURVEY CONTROL
 HU0744  ___________________________________________________________________
 HU0744* NAD 83(1986)-  38 49 28.     (N)    075 35 19.     (W)     SCALED    
 HU0744* NAVD 88     -        15.598  (meters)      51.17   (feet)  ADJUSTED  
 HU0744  ___________________________________________________________________
 HU0744  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 HU0744  DYNAMIC HT  -          15.589 (meters)      51.14  (feet)  COMP
 HU0744  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 HU0744
 HU0744  VERT ORDER  -  FIRST     CLASS I
 HU0744
 HU0744.The horizontal coordinates were scaled from a topographic map and have
 HU0744.an estimated accuracy of +/- 6 seconds.
 HU0744
 HU0744.The orthometric height was determined by differential leveling
 HU0744.and adjusted in June 1991.
 HU0744
 HU0744.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0744
 HU0744  NGVD 29 (??/??/??)   15.844  (m)           51.98   (f) ADJUSTED    1 1
 HU0744
 HU0744.Superseded values are not recommended for survey control.
 HU0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0744.See file dsdata.txt to determine how the superseded data were derived.
 HU0744
 HU0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH489974(NAD 83)
 HU0744_MARKER: DB = BENCH MARK DISK
 HU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0744_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1096 ***********************************************************************
 JU1096  DESIGNATION -  Z 34
 JU1096  PID         -  JU1096
 JU1096  STATE/COUNTY-  DE/KENT
 JU1096  USGS QUAD   -  DOVER (1993)
 JU1096
 JU1096                         *CURRENT SURVEY CONTROL
 JU1096  ___________________________________________________________________
 JU1096* NAD 83(1986)-  39 12 24.     (N)    075 34 31.     (W)     SCALED    
 JU1096* NAVD 88     -        13.720  (meters)      45.01   (feet)  ADJUSTED  
 JU1096  ___________________________________________________________________
 JU1096  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU1096  DYNAMIC HT  -          13.712 (meters)      44.99  (feet)  COMP
 JU1096  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 JU1096
 JU1096  VERT ORDER  -  FIRST     CLASS I
 JU1096
 JU1096.The horizontal coordinates were scaled from a topographic map and have
 JU1096.an estimated accuracy of +/- 6 seconds.
 JU1096
 JU1096.The orthometric height was determined by differential leveling
 JU1096.and adjusted in June 1991.
 JU1096
 JU1096.The geoid height was determined by GEOID03.
 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       -   133,960.      186,300.      MT  (+/- 180 meters Scaled)
 JU1096
 JU1096                          SUPERSEDED SURVEY CONTROL
 JU1096
 JU1096  NGVD 29 (??/??/??)   13.959  (m)           45.80   (f) ADJUSTED    1 1
 JU1096
 JU1096.Superseded values are not recommended for survey control.
 JU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1096.See file dsdata.txt to determine how the superseded data were derived.
 JU1096
 JU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503398(NAD 83)
 JU1096_MARKER: DB = BENCH MARK DISK
 JU1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1096_STAMPING: Z 34 1963
 JU1096_MARK LOGO: CGS   
 JU1096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1096+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0052 ***********************************************************************
 HU0052  DESIGNATION -  Z 35
 HU0052  PID         -  HU0052
 HU0052  STATE/COUNTY-  DE/SUSSEX
 HU0052  USGS QUAD   -  MILFORD (1993)
 HU0052
 HU0052                         *CURRENT SURVEY CONTROL
 HU0052  ___________________________________________________________________
 HU0052* NAD 83(1986)-  38 53 15.03   (N)    075 25 25.00   (W)     HD_HELD1  
 HU0052* NAVD 88     -         9.720  (meters)      31.89   (feet)  ADJUSTED  
 HU0052  ___________________________________________________________________
 HU0052  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 HU0052  DYNAMIC HT  -           9.715 (meters)      31.87  (feet)  COMP
 HU0052  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 HU0052
 HU0052  VERT ORDER  -  FIRST     CLASS I
 HU0052
 HU0052.The horizontal coordinates were established by differentially corrected
 HU0052.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HU0052
 HU0052.The orthometric height was determined by differential leveling
 HU0052.and adjusted in June 1991.
 HU0052
 HU0052.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HU0052;SPC DE       -    98,517.3     199,397.5     MT  (+/- 3 meters HH1 GPS) 
 HU0052
 HU0052                          SUPERSEDED SURVEY CONTROL
 HU0052
 HU0052  NGVD 29 (??/??/??)    9.965  (m)           32.69   (f) ADJUSTED    1 1
 HU0052
 HU0052.Superseded values are not recommended for survey control.
 HU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0052.See file dsdata.txt to determine how the superseded data were derived.
 HU0052
 HU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6326104379(NAD 83)
 HU0052_MARKER: DB = BENCH MARK DISK
 HU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0052_STAMPING: Z 35 1963
 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 - May 23, 2006
 HU0052
 HU0052  HISTORY     - Date     Condition        Report By
 HU0052  HISTORY     - 1963     MONUMENTED       CGS
 HU0052  HISTORY     - 1981     GOOD             UDE
 HU0052  HISTORY     - 20060523 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU4286 ***********************************************************************
 JU4286  DESIGNATION -  Z 37 RESET
 JU4286  PID         -  JU4286
 JU4286  STATE/COUNTY-  DE/NEW CASTLE
 JU4286  USGS QUAD   -  MIDDLETOWN (1993)
 JU4286
 JU4286                         *CURRENT SURVEY CONTROL
 JU4286  ___________________________________________________________________
 JU4286* NAD 83(1986)-  39 27 44.     (N)    075 43 16.     (W)     SCALED    
 JU4286* NAVD 88     -        16.33   (+/-2cm)      53.6    (feet)  VERTCON   
 JU4286  ___________________________________________________________________
 JU4286  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU4286  VERT ORDER  -  THIRD (See Below)
 JU4286
 JU4286.The horizontal coordinates were scaled from a topographic map and have
 JU4286.an estimated accuracy of +/- 6 seconds.
 JU4286
 JU4286.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4286.The vertical order pertains to the NGVD 29 superseded value.
 JU4286
 JU4286.The geoid height was determined by GEOID03.
 JU4286
 JU4286;                    North         East    Units  Estimated Accuracy
 JU4286;SPC DE       -   162,370.      173,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4286.See file dsdata.txt to determine how the superseded data were derived.
 JU4286
 JU4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ379683(NAD 83)
 JU4286_MARKER: DB = BENCH MARK DISK
 JU4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4286_SP_SET: CONCRETE POST
 JU4286_STAMPING: Z 37 RESET 1983
 JU4286_MARK LOGO: NGS   
 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 31, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 JU1909 ***********************************************************************
 JU1909  DESIGNATION -  Z 38
 JU1909  PID         -  JU1909
 JU1909  STATE/COUNTY-  DE/NEW CASTLE
 JU1909  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1909
 JU1909                         *CURRENT SURVEY CONTROL
 JU1909  ___________________________________________________________________
 JU1909* NAD 83(1986)-  39 39 33.     (N)    075 34 32.     (W)     SCALED    
 JU1909* NAVD 88     -         3.624  (meters)      11.89   (feet)  ADJUSTED  
 JU1909  ___________________________________________________________________
 JU1909  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU1909  DYNAMIC HT  -           3.623 (meters)      11.89  (feet)  COMP
 JU1909  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 JU1909
 JU1909  VERT ORDER  -  FIRST     CLASS I
 JU1909
 JU1909.The horizontal coordinates were scaled from a topographic map and have
 JU1909.an estimated accuracy of +/- 6 seconds.
 JU1909
 JU1909.The orthometric height was determined by differential leveling
 JU1909.and adjusted in June 1991.
 JU1909
 JU1909.The geoid height was determined by GEOID03.
 JU1909
 JU1909.The dynamic height is computed by dividing the NAVD 88
 JU1909.geopotential number by the normal gravity value computed on the
 JU1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1909.degrees latitude (g = 980.6199 gals.).
 JU1909
 JU1909.The modeled gravity was interpolated from observed gravity values.
 JU1909
 JU1909;                    North         East    Units  Estimated Accuracy
 JU1909;SPC DE       -   184,200.      186,370.      MT  (+/- 180 meters Scaled)
 JU1909
 JU1909                          SUPERSEDED SURVEY CONTROL
 JU1909
 JU1909  NGVD 29 (01/10/92)    3.874  (m)           12.71   (f) ADJUSTED    1 1
 JU1909
 JU1909.Superseded values are not recommended for survey control.
 JU1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1909.See file dsdata.txt to determine how the superseded data were derived.
 JU1909
 JU1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ506900(NAD 83)
 JU1909_MARKER: DB = BENCH MARK DISK
 JU1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1909_SP_SET: TOWER FOUNDATION
 JU1909_STAMPING: Z 38 1963
 JU1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1909+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 JU1909
 JU1909  HISTORY     - Date     Condition        Report By
 JU1909  HISTORY     - 1963     MONUMENTED       CGS
 JU1909  HISTORY     - 1964     GOOD             CGS
 JU1909  HISTORY     - 1979     GOOD             NGS
 JU1909  HISTORY     - 1980     GOOD             LOCSUR
 JU1909  HISTORY     - 19910330 GOOD             USPSQD
 JU1909  HISTORY     - 19981018 GOOD             USPSQD
 JU1909  HISTORY     - 20060514 GOOD             USPSQD
 JU1909
 JU1909                          STATION DESCRIPTION
 JU1909
 JU1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1909'AT NEW CASTLE.
 JU1909'AT NEW CASTLE, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.35 MILE
 JU1909'SOUTH AND WEST ALONG THE RAILROAD FROM THE OVERPASS OF STATE
 JU1909'HIGHWAY 273 OVER THE TRACK AT THE NORTH EDGE OF NEW CASTLE,
 JU1909'AT THE CROSSING OF WASHINGTON AVENUE LEADING NORTH AND SOUTH, AT
 JU1909'THE TASKER SWITCH TOWER, SET VERTICALLY IN THE SOUTH FACE OF THE
 JU1909'CONCRETE FOUNDATION FOR THE TOWER, 25 FEET NORTH OF NORTH RAIL OF
 JU1909'MAIN TRACK, 8 INCHES WEST OF THE SOUTHEAST CORNER OF THE FOUNDATION,
 JU1909'1 1/2 FEET ABOVE LEVEL OF GROUND, AND ABOUT 1 FOOT ABOVE LEVEL
 JU1909'OF TRACK.
 JU1909
 JU1909                          STATION RECOVERY (1979)
 JU1909
 JU1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1909'NOTE-WHAT IS DESCRIBED AS THE TASKER SWITCH TOWER IS ACTUALLY A
 JU1909'SMALL BRICK BUILDING.
 JU1909
 JU1909                          STATION RECOVERY (1980)
 JU1909
 JU1909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1909'RECOVERED IN GOOD CONDITION.
 JU1909
 JU1909                          STATION RECOVERY (1991)
 JU1909
 JU1909'RECOVERY NOTE BY US POWER SQUADRON 1991 (LR)
 JU1909'RECOVERED IN GOOD CONDITION.
 JU1909
 JU1909                          STATION RECOVERY (1998)
 JU1909
 JU1909'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1909'RECOVERED IN GOOD CONDITION.
 JU1909
 JU1909                          STATION RECOVERY (2006)
 JU1909
 JU1909'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0160 ***********************************************************************
 HU0160  DESIGNATION -  Z 4
 HU0160  PID         -  HU0160
 HU0160  STATE/COUNTY-  DE/SUSSEX
 HU0160  USGS QUAD   -  HARBESON (1992)
 HU0160
 HU0160                         *CURRENT SURVEY CONTROL
 HU0160  ___________________________________________________________________
 HU0160* NAD 83(1986)-  38 38 28.     (N)    075 20 25.     (W)     SCALED    
 HU0160* NAVD 88     -        12.318  (meters)      40.41   (feet)  ADJUSTED  
 HU0160  ___________________________________________________________________
 HU0160  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 HU0160  DYNAMIC HT  -          12.311 (meters)      40.39  (feet)  COMP
 HU0160  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HU0160
 HU0160  VERT ORDER  -  SECOND    CLASS 0
 HU0160
 HU0160.The horizontal coordinates were scaled from a topographic map and have
 HU0160.an estimated accuracy of +/- 6 seconds.
 HU0160
 HU0160.The orthometric height was determined by differential leveling
 HU0160.and adjusted in June 1991.
 HU0160
 HU0160.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0160
 HU0160  NGVD 29 (??/??/??)   12.556  (m)           41.19   (f) ADJUSTED    2 0
 HU0160
 HU0160.Superseded values are not recommended for survey control.
 HU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0160.See file dsdata.txt to determine how the superseded data were derived.
 HU0160
 HU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH703770(NAD 83)
 HU0160_MARKER: DB = BENCH MARK DISK
 HU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0160_STAMPING: Z 4 1935
 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
 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.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 HU0339 ***********************************************************************
 HU0339  DESIGNATION -  Z 8
 HU0339  PID         -  HU0339
 HU0339  STATE/COUNTY-  DE/SUSSEX
 HU0339  USGS QUAD   -  WHALEYSVILLE (1992)
 HU0339
 HU0339                         *CURRENT SURVEY CONTROL
 HU0339  ___________________________________________________________________
 HU0339* NAD 83(1986)-  38 27 15.     (N)    075 19 49.     (W)     SCALED    
 HU0339* NAVD 88     -        11.271  (meters)      36.98   (feet)  ADJUSTED  
 HU0339  ___________________________________________________________________
 HU0339  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 HU0339  DYNAMIC HT  -          11.264 (meters)      36.96  (feet)  COMP
 HU0339  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 HU0339
 HU0339  VERT ORDER  -  SECOND    CLASS 0
 HU0339
 HU0339.The horizontal coordinates were scaled from a topographic map and have
 HU0339.an estimated accuracy of +/- 6 seconds.
 HU0339
 HU0339.The orthometric height was determined by differential leveling
 HU0339.and adjusted in June 1991.
 HU0339
 HU0339.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0339
 HU0339  NGVD 29 (??/??/??)   11.514  (m)           37.78   (f) ADJUSTED    2 0
 HU0339
 HU0339.Superseded values are not recommended for survey control.
 HU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0339.See file dsdata.txt to determine how the superseded data were derived.
 HU0339
 HU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH711562(NAD 83)
 HU0339_MARKER: DB = BENCH MARK DISK
 HU0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0339_STAMPING: Z 8 1942
 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 = MARCH  2, 2009
 HU0979 ***********************************************************************
 HU0979  DESIGNATION -  Z 9
 HU0979  PID         -  HU0979
 HU0979  STATE/COUNTY-  DE/SUSSEX
 HU0979  USGS QUAD   -  LAUREL (1992)
 HU0979
 HU0979                         *CURRENT SURVEY CONTROL
 HU0979  ___________________________________________________________________
 HU0979* NAD 83(1986)-  38 31 26.     (N)    075 37 27.     (W)     SCALED    
 HU0979* NAVD 88     -        12.370  (meters)      40.58   (feet)  ADJUSTED  
 HU0979  ___________________________________________________________________
 HU0979  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 HU0979  DYNAMIC HT  -          12.363 (meters)      40.56  (feet)  COMP
 HU0979  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 HU0979
 HU0979  VERT ORDER  -  SECOND    CLASS 0
 HU0979
 HU0979.The horizontal coordinates were scaled from a topographic map and have
 HU0979.an estimated accuracy of +/- 6 seconds.
 HU0979
 HU0979.The orthometric height was determined by differential leveling
 HU0979.and adjusted in June 1991.
 HU0979
 HU0979.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HU0979
 HU0979  NGVD 29 (??/??/??)   12.617  (m)           41.39   (f) ADJUSTED    2 0
 HU0979
 HU0979.Superseded values are not recommended for survey control.
 HU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0979.See file dsdata.txt to determine how the superseded data were derived.
 HU0979
 HU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH455641(NAD 83)
 HU0979_MARKER: DB = BENCH MARK DISK
 HU0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0979_SP_SET: CONCRETE POST
 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
 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.

 *** retrieval complete.
