1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 GV4573 *********************************************************************** GV4573 DESIGNATION - GOOD USE 1938 GV4573 PID - GV4573 GV4573 STATE/COUNTY- VA/ISLE OF WIGHT GV4573 USGS QUAD - MULBERRY ISLAND (1986) GV4573 GV4573 *CURRENT SURVEY CONTROL GV4573 ___________________________________________________________________ GV4573* NAD 83(1993)- 37 00 11.99947(N) 076 34 03.99769(W) ADJUSTED GV4573* NAVD 88 - 6. (meters) 20. (feet) SCALED GV4573 ___________________________________________________________________ GV4573 LAPLACE CORR- -6.05 (seconds) DEFLEC99 GV4573 GEOID HEIGHT- -36.04 (meters) GEOID99 GV4573 GV4573 HORZ ORDER - THIRD GV4573 GV4573.The horizontal coordinates were established by classical geodetic methods GV4573.and adjusted by the National Geodetic Survey in September 1995. GV4573 GV4573.The orthometric height was scaled from a topographic map. GV4573 GV4573.The Laplace correction was computed from DEFLEC99 derived deflections. GV4573 GV4573.The geoid height was determined by GEOID99. GV4573 GV4573; North East Units Scale Converg. GV4573;SPC VA S - 1,076,112.629 3,671,964.935 MT 0.99996548 +1 10 21.8 GV4573;UTM 18 - 4,096,390.931 360,506.603 MT 0.99983971 -0 56 37.5 GV4573 GV4573: Primary Azimuth Mark Grid Az GV4573:SPC VA S - PAGAN USE 1938 261 02 28.6 GV4573:UTM 18 - PAGAN USE 1938 263 09 27.9 GV4573 GV4573|---------------------------------------------------------------------| GV4573| PID Reference Object Distance Geod. Az | GV4573| dddmmss.s | GV4573| GV4589 RAINBOW VFC 1938 15.091 METERS 01602 | GV4573| FX3963 BATTERY PARK LIGHT APPROX. 0.8 KM 2385749.3 | GV4573| GV4587 PAGAN USE 1938 APPROX. 1.2 KM 2621250.4 | GV4573| GV4581 JONES CREEK LIGHT 1 491.675 METERS 2694248.8 | GV4573| GV4563 BRIGGS WHARF LIGHT APPROX. 0.7 KM 3043742.6 | GV4573|---------------------------------------------------------------------| GV4573 GV4573 SUPERSEDED SURVEY CONTROL GV4573 GV4573 NAD 83(1986)- 37 00 12.00438(N) 076 34 04.03116(W) AD( ) 3 GV4573 NAD 27 - 37 00 11.46600(N) 076 34 05.20100(W) AD( ) 3 GV4573 GV4573.Superseded values are not recommended for survey control. GV4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV4573.See file dsdata.txt to determine how the superseded data were derived. GV4573 GV4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6050796391(NAD 83) GV4573_MARKER: Z = SEE DESCRIPTION GV4573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV4573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV4573+STABILITY: SURFACE MOTION GV4573 GV4573 HISTORY - Date Condition Report By GV4573 HISTORY - 1938 MONUMENTED USE GV4573 HISTORY - 1942 GOOD CGS GV4573 HISTORY - 20010331 MARK NOT FOUND NGS GV4573 GV4573 STATION DESCRIPTION GV4573 GV4573'DESCRIBED BY US ENGINEERS 1938 (HEF) GV4573'THE STATION WAS ESTABLISHED BY THE U.S. ENGINEERS AT THE GV4573'ENTRANCE TO PAGAN RIVER ON THE LOW PART OF GOODWIN POINT, GV4573'BETWEEN A WIRE FENCE AND A 20-FOOT BLUFF ON WHICH THERE IS GV4573'A 2-STORY GREEN HOUSE. DISTANCE TO FOOT OF BLUFF IS 12 FEET. GV4573'TO WIRE FENCE 4.5 FEET. THE FENCE RUNS PARALLEL TO BLUFF GV4573'SOUTH OF STATION. NORTH OF THE MARK ABOUT 16-1/2 FEET TOWARD GV4573'STATION RAINBOW, (V.C.F.) THE FENCE CURVES AND RUNS TO THE GV4573'WATERS EDGE. RAINBOW, (V.C.F.) IS TIED IN AS A REFERENCE GV4573'MARK. GV4573' GV4573'FROM STATION A LINE THROUGH RAINBOW, V.C.F. PASSES SLIGHTLY GV4573'RIGHT OF GAP SHOAL LIGHT AND ON RANGE WITH NORTHWEST END GV4573'OF A WHITE CLAY BLUFF ACROSS THE JAMES RIVER. GV4573' GV4573'STATION MARK IS A 6-INCH SQUARE CONCRETE POST, WITH A 1/2-INCH GV4573'COPPER TUBE IN THE CENTER, PROJECTING 6 INCHES ABOVE THE GROUND. GV4573 GV4573 STATION RECOVERY (1942) GV4573 GV4573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS) GV4573'1938 DESCRIPTION ADEQUATE. GV4573 GV4573 STATION RECOVERY (2001) GV4573 GV4573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) GV4573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 GV0399 *********************************************************************** GV0399 TIDAL BM - This is a Tidal Bench Mark. GV0399 DESIGNATION - M 453 GV0399 PID - GV0399 GV0399 STATE/COUNTY- VA/ISLE OF WIGHT GV0399 USGS QUAD - BACONS CASTLE (1992) GV0399 GV0399 *CURRENT SURVEY CONTROL GV0399 ___________________________________________________________________ GV0399* NAD 83(1986)- 37 03 20. (N) 076 40 08. (W) SCALED GV0399* NAVD 88 - 1.388 (meters) 4.55 (feet) ADJUSTED GV0399 ___________________________________________________________________ GV0399 GEOID HEIGHT- -35.60 (meters) GEOID99 GV0399 DYNAMIC HT - 1.387 (meters) 4.55 (feet) COMP GV0399 MODELED GRAV- 979,898.9 (mgal) NAVD 88 GV0399 GV0399 VERT ORDER - FIRST CLASS I GV0399 GV0399.The horizontal coordinates were scaled from a topographic map and have GV0399.an estimated accuracy of +/- 6 seconds. GV0399 GV0399.The orthometric height was determined by differential leveling GV0399.and adjusted by the National Geodetic Survey in June 1991. GV0399 GV0399.This Tidal Bench Mark is designated as VM 3444 GV0399.by the Center for Operational Oceanographic Products and Services. GV0399 GV0399.The geoid height was determined by GEOID99. GV0399 GV0399.The dynamic height is computed by dividing the NAVD 88 GV0399.geopotential number by the normal gravity value computed on the GV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0399.degrees latitude (g = 980.6199 gals.). GV0399 GV0399.The modeled gravity was interpolated from observed gravity values. GV0399 GV0399; North East Units Estimated Accuracy GV0399;SPC VA S - 1,081,730. 3,662,860. MT (+/- 180 meters Scaled) GV0399 GV0399 SUPERSEDED SURVEY CONTROL GV0399 GV0399 NGVD 29 - 1.625 (m) 5.33 (f) ADJUSTED 1 1 GV0399 GV0399.Superseded values are not recommended for survey control. GV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0399.See file dsdata.txt to determine how the superseded data were derived. GV0399 GV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG516023(NAD 83) GV0399_MARKER: DB = BENCH MARK DISK GV0399_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0399+WITH SETTING: INTO GROUND GV0399_STAMPING: M 453 1971 GV0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0399+STABILITY: SURFACE MOTION GV0399 GV0399 HISTORY - Date Condition Report By GV0399 HISTORY - 1971 MONUMENTED NGS GV0399 HISTORY - 1990 GOOD USPSQD GV0399 HISTORY - 20010331 POOR NGS GV0399 GV0399 STATION DESCRIPTION GV0399 GV0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0399'5.7 MI SE FROM BACONS CASTLE. GV0399'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE GV0399'INTERSECTION OF COUNTY ROAD NO. 617 AT BACONS CASTLE, THENCE 0.4 GV0399'MILE EAST ALONG COUNTY ROAD NO. 621, ALONG THE WEST BANK OF THE GV0399'JAMES RIVER (BURWELLS BAY), AT THE EAST SIDE OF A PARKING AREA, GV0399'NEAR BARRS PIER, 169 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GV0399'CONCRETE BLOCK STORE, 135 FEET NORTHWEST OF THE CENTER OF THE GV0399'WEST END OF THE NORTH ONE OF TWO PIERS OWNED BY MR. BARRS, 74 FEET GV0399'SOUTHEAST OF THE CENTER OF A TRIPLE FORKED 5-FOOT CYPRESS TREE, GV0399'68 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF THE GV0399'EAST EDGE OF A PARKING AREA, 121 FEET NORTHEAST OF BM N 453 GV0399'DESCRIBED, 2.2 FEET SOUTH OF A LIGHT POLE, 1/2 FOOT ABOVE THE GV0399'PARKING AREA, ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS GV0399'ATTACHED TO A METAL BASE PLATE. THE DISK IS 2 INCHES BELOW THE GV0399'LEVEL OF THE GROUND AND ENCASED IN A 4-INCH STEEL PIPE WHICH IS GV0399'FLUSH WITH THE GROUND. GV0399 GV0399 STATION RECOVERY (1990) GV0399 GV0399'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM) GV0399'RECOVERED IN GOOD CONDITION. GV0399 GV0399 STATION RECOVERY (2001) GV0399 GV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) GV0399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 GV0400 *********************************************************************** GV0400 TIDAL BM - This is a Tidal Bench Mark. GV0400 DESIGNATION - N 453 GV0400 PID - GV0400 GV0400 STATE/COUNTY- VA/ISLE OF WIGHT GV0400 USGS QUAD - BACONS CASTLE (1992) GV0400 GV0400 *CURRENT SURVEY CONTROL GV0400 ___________________________________________________________________ GV0400* NAD 83(1986)- 37 03 19. (N) 076 40 09. (W) SCALED GV0400* NAVD 88 - 1.093 (meters) 3.59 (feet) ADJUSTED GV0400 ___________________________________________________________________ GV0400 GEOID HEIGHT- -35.60 (meters) GEOID99 GV0400 DYNAMIC HT - 1.092 (meters) 3.58 (feet) COMP GV0400 MODELED GRAV- 979,898.8 (mgal) NAVD 88 GV0400 GV0400 VERT ORDER - FIRST CLASS I GV0400 GV0400.The horizontal coordinates were scaled from a topographic map and have GV0400.an estimated accuracy of +/- 6 seconds. GV0400 GV0400.The orthometric height was determined by differential leveling GV0400.and adjusted by the National Geodetic Survey in June 1991. GV0400 GV0400.This Tidal Bench Mark is designated as VM 3445 GV0400.by the Center for Operational Oceanographic Products and Services. GV0400 GV0400.The geoid height was determined by GEOID99. GV0400 GV0400.The dynamic height is computed by dividing the NAVD 88 GV0400.geopotential number by the normal gravity value computed on the GV0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0400.degrees latitude (g = 980.6199 gals.). GV0400 GV0400.The modeled gravity was interpolated from observed gravity values. GV0400 GV0400; North East Units Estimated Accuracy GV0400;SPC VA S - 1,081,700. 3,662,830. MT (+/- 180 meters Scaled) GV0400 GV0400 SUPERSEDED SURVEY CONTROL GV0400 GV0400 NGVD 29 - 1.329 (m) 4.36 (f) ADJUSTED 1 1 GV0400 GV0400.Superseded values are not recommended for survey control. GV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0400.See file dsdata.txt to determine how the superseded data were derived. GV0400 GV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG515023(NAD 83) GV0400_MARKER: DB = BENCH MARK DISK GV0400_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0400+WITH SETTING: INTO GROUND GV0400_STAMPING: N 453 1971 GV0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0400+STABILITY: SURFACE MOTION GV0400 GV0400 HISTORY - Date Condition Report By GV0400 HISTORY - 1971 MONUMENTED NGS GV0400 HISTORY - 1990 GOOD USPSQD GV0400 HISTORY - 20010331 MARK NOT FOUND NGS GV0400 GV0400 STATION DESCRIPTION GV0400 GV0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0400'5.7 MI SE FROM BACONS CASTLE. GV0400'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE GV0400'INTERSECTION OF COUNTY ROAD 617 AT BACONS CASTLE, THENCE 0.4 MILE GV0400'EAST ALONG COUNTY ROAD NO. 621, ALONG THE WEST BANK OF THE JAMES GV0400'RIVER, AT BURWELL BAY, ON THE BARR PROPERTY, NEAR THE BARRS PIER, GV0400'81 FEET WEST OF THE NORTHWEST CORNER OF THE NORTH ONE OF THE TWO GV0400'PIERS, 53 FEET NORTH OF THE NORTHWEST CORNER OF THE BARRS GV0400'RESTAURANT, 9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE PORCH GV0400'FOR A ONE STORY FRAME HOUSE, 23 FEET EAST OF THE CENTER LINE OF GV0400'THE ROAD, 121 FEET SOUTHWEST OF BENCH MARK M 453 (MEASURED ALONG GV0400'THE ROAD), ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A 4-FOOT GV0400'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE GV0400'DISK IS ONE INCH BELOW THE LEVEL OF THE GROUND AND ENCASED IN A GV0400'4-INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND. GV0400 GV0400 STATION RECOVERY (1990) GV0400 GV0400'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM) GV0400'RECOVERED IN GOOD CONDITION. GV0400 GV0400 STATION RECOVERY (2001) GV0400 GV0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) GV0400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 GV4589 *********************************************************************** GV4589 DESIGNATION - RAINBOW VFC 1938 GV4589 PID - GV4589 GV4589 STATE/COUNTY- VA/ISLE OF WIGHT GV4589 USGS QUAD - MULBERRY ISLAND (1986) GV4589 GV4589 *CURRENT SURVEY CONTROL GV4589 ___________________________________________________________________ GV4589* NAD 83(1993)- 37 00 12.46996(N) 076 34 03.82906(W) ADJUSTED GV4589* NAVD 88 - 7. (meters) 23. (feet) SCALED GV4589 ___________________________________________________________________ GV4589 LAPLACE CORR- -6.05 (seconds) DEFLEC99 GV4589 GEOID HEIGHT- -36.04 (meters) GEOID99 GV4589 GV4589 HORZ ORDER - THIRD GV4589 GV4589.The horizontal coordinates were established by classical geodetic methods GV4589.and adjusted by the National Geodetic Survey in September 1995. GV4589 GV4589.The orthometric height was scaled from a topographic map. GV4589 GV4589.The Laplace correction was computed from DEFLEC99 derived deflections. GV4589 GV4589.The geoid height was determined by GEOID99. GV4589 GV4589; North East Units Scale Converg. GV4589;SPC VA S - 1,076,127.214 3,671,968.806 MT 0.99996546 +1 10 21.9 GV4589;UTM 18 - 4,096,405.362 360,511.010 MT 0.99983970 -0 56 37.4 GV4589 GV4589 SUPERSEDED SURVEY CONTROL GV4589 GV4589 NAD 83(1986)- 37 00 12.47487(N) 076 34 03.86253(W) AD( ) 3 GV4589 NAD 27 - 37 00 11.93600(N) 076 34 05.03300(W) AD( ) 3 GV4589 GV4589.Superseded values are not recommended for survey control. GV4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV4589.See file dsdata.txt to determine how the superseded data were derived. GV4589 GV4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6051196405(NAD 83) GV4589_MARKER: B = BOLT GV4589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV4589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV4589+STABILITY: SURFACE MOTION GV4589 GV4589 HISTORY - Date Condition Report By GV4589 HISTORY - 1938 MONUMENTED VACF GV4589 HISTORY - 1942 GOOD CGS GV4589 HISTORY - 1976 GOOD LOCENG GV4589 HISTORY - 1982 POOR LOCENG GV4589 HISTORY - 20010331 MARK NOT FOUND NGS GV4589 GV4589 STATION DESCRIPTION GV4589 GV4589'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1938 (HEF) GV4589'THIS STATION WAS ESTABLISHED BY THE VIRGINIA COMMISSION OF GV4589'FISHERIES ON GODWIN POINT AT THE ENTRANCE TO THE PAGAN RIVER, GV4589'ON THE LOW PART OF THE POINT ABOUT MIDWAY BETWEEN HIGH WATER GV4589'LINE AND THE FOOT OF A 20-FOOT BLUFF. THERE IS A TWO-STORY GV4589'GREEN HOUSE ON THE BLUFF. DISTANCE FROM STATION TO FOOT OF BLUFF GV4589'IS 54 FEET. TO HIGH WATER LINE 44 FEET. THERE IS A WIRE FENCE GV4589'10.3 FEET SOUTH OF THE MARK. GV4589' GV4589'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION GOOD, U.S.E., GV4589'DISTANT 15.091 METERS, AZIMUTH 16 DEG 02 MIN 17 SEC. GV4589' GV4589'FROM STATION THE TREE TANGENT AT MULBERRY POINT IS ON LINE WITH GV4589'THE MIDDLE OF A MARSH GRASS ISLET SOUTHEAST OF DAY POINT. GV4589' GV4589'THE MARK IS A 13-INCH SQUARE CONCRETE POST WITH 5/8-INCH IRON BOLT GV4589'IN CENTER, SET FLUSH WITH THE SURFACE OF THE GROUND. STATION NOT GV4589'OCCUPIED. GV4589 GV4589 STATION RECOVERY (1942) GV4589 GV4589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS) GV4589'1938 DESCRIPTION ADEQUATE. GV4589 GV4589 STATION RECOVERY (1976) GV4589 GV4589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (GWS) GV4589'RAINBOW (ROD IN CM) RECOVERED IN GOOD CONDITION. DESCRIPTION OK NOW GV4589'5 FT TO HIGH WATER. GV4589'GOOD COPPER TUBE IN CM RECOVERED IN GOOD CONDITION. DESCRIPTION GV4589'OK. PAGAN WASHED OUT. (ROD IN WATER AT LOCATION). GV4589' GV4589'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON PAGAN RIVER. GV4589 GV4589 STATION RECOVERY (1982) GV4589 GV4589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (GWS) GV4589'BOLT IN CONC. MON MON. WAS WASHED OUT IN OCT. STORM AND LEFT LYING GV4589'ON SIDE. POSITION IS NOW IN THE WATER. GV4589' GV4589'STATION GOOD USE WAS LEFT IN PLACE NEARBY. GV4589' GV4589'PLEASE SEND ME THE NEW LIST OF STATION AND DESC. 37063-2000 SERIES. GV4589 GV4589 STATION RECOVERY (2001) GV4589 GV4589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) GV4589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.