1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU2786 *********************************************************************** HU2786 DESIGNATION - G 199 HU2786 PID - HU2786 HU2786 STATE/COUNTY- MD/WORCESTER HU2786 USGS QUAD - BERLIN (1981) HU2786 HU2786 *CURRENT SURVEY CONTROL HU2786 ___________________________________________________________________ HU2786* NAD 83(1986)- 38 21 28. (N) 075 10 07. (W) SCALED HU2786* NAVD 88 - 3.654 (meters) 11.99 (feet) ADJUSTED HU2786 ___________________________________________________________________ HU2786 GEOID HEIGHT- -35.96 (meters) GEOID99 HU2786 DYNAMIC HT - 3.652 (meters) 11.98 (feet) COMP HU2786 MODELED GRAV- 980,010.0 (mgal) NAVD 88 HU2786 HU2786 VERT ORDER - SECOND CLASS I HU2786 HU2786.The horizontal coordinates were scaled from a topographic map and have HU2786.an estimated accuracy of +/- 6 seconds. HU2786 HU2786.The orthometric height was determined by differential leveling HU2786.and adjusted by the National Geodetic Survey in November 1994. HU2786 HU2786.The geoid height was determined by GEOID99. HU2786 HU2786.The dynamic height is computed by dividing the NAVD 88 HU2786.geopotential number by the normal gravity value computed on the HU2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU2786.degrees latitude (g = 980.6199 gals.). HU2786 HU2786.The modeled gravity was interpolated from observed gravity values. HU2786 HU2786; North East Units Estimated Accuracy HU2786;SPC MD - 78,320. 560,060. MT (+/- 180 meters Scaled) HU2786 HU2786 SUPERSEDED SURVEY CONTROL HU2786 HU2786 NGVD 29 - 3.898 (m) 12.79 (f) ADJUSTED 2 1 HU2786 HU2786.Superseded values are not recommended for survey control. HU2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU2786.See file dsdata.txt to determine how the superseded data were derived. HU2786 HU2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH852455(NAD 83) HU2786_MARKER: DV = VERTICAL CONTROL DISK HU2786_SETTING: 32 = BRIDGE HU2786_STAMPING: G 199 1991 HU2786_MARK LOGO: NGS HU2786_MAGNETIC: O = OTHER; SEE DESCRIPTION HU2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2786+STABILITY: SURFACE MOTION HU2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU2786+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002 HU2786 HU2786 HISTORY - Date Condition Report By HU2786 HISTORY - 1991 MONUMENTED MDSHA HU2786 HISTORY - 20021119 GOOD USPSQD HU2786 HU2786 STATION DESCRIPTION HU2786 HU2786'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1991 HU2786'THE MARK IS LOCATED ABOUT 5.13 MI (8.26 KM) WEST OF OCEAN CITY, 3.56 HU2786'MI (5.73 KM) NORTHEAST OF BERLIN AND ON ROAD RIGHT-OF-WAY. TO REACH HU2786'FROM THE INTERSECTION OF U.S. HIGHWAYS 50 AND 113 NEAR BERLIN, GO HU2786'EAST ON U.S. HIGHWAY 50 FOR 2.55 MI (4.10 KM) TO A ROAD LEFT. TURN HU2786'LEFT AND GO NORTH ON STATE ROUTE 589 FOR 0.77 MI (1.24 KM) TO THE HU2786'BRIDGE OVER TAYLORVILLE CREEK AND THE MARK ON THE LEFT. IT IS 52.5 HU2786'FT (16.0 M) NORTH-NORTHEAST OF TELEPHONE POLE NUMBERED 11, 18.5 FT HU2786'(5.6 M) WEST OF THE CENTER LINE OF STATE ROUTE 589, 6.7 FT (2.0 M) HU2786'SOUTH OF THE CENTER LINE OF THE BRIDGE, 2.2 FT (0.7 M) NORTH OF A HU2786'CARSONITE WITNESS POST AND SET IN A DRILL HOLE IN THE WEST ENDWALL OF HU2786'THE BRIDGE. HU2786 HU2786 STATION RECOVERY (2002) HU2786 HU2786'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR) HU2786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0275 *********************************************************************** HU0275 DESIGNATION - G 7 HU0275 PID - HU0275 HU0275 STATE/COUNTY- MD/WORCESTER HU0275 USGS QUAD - OCEAN CITY (1972) HU0275 HU0275 *CURRENT SURVEY CONTROL HU0275 ___________________________________________________________________ HU0275* NAD 83(1986)- 38 19 40. (N) 075 07 04. (W) SCALED HU0275* NAVD 88 - 3.018 (meters) 9.90 (feet) POSTED HU0275 ___________________________________________________________________ HU0275 GEOID HEIGHT- -36.00 (meters) GEOID99 HU0275 DYNAMIC HT - 3.020 (meters) 9.91 (feet) COMP HU0275 MODELED GRAV- 980,007.3 (mgal) NAVD 88 HU0275 HU0275 VERT ORDER - * POSTED, Code E , SEE BELOW HU0275 HU0275.The horizontal coordinates were scaled from a topographic map and have HU0275.an estimated accuracy of +/- 6 seconds. HU0275 HU0275.The orthometric height was determined by differential leveling HU0275.and adjusted by the National Geodetic Survey in 1992. HU0275.* This is a POSTED BENCH MARK height. Code E indicates a distribution HU0275.rate of 4.1 thru 8.0 mm/km. HU0275 HU0275.The geoid height was determined by GEOID99. HU0275 HU0275.The dynamic height is computed by dividing the NAVD 88 HU0275.geopotential number by the normal gravity value computed on the HU0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0275.degrees latitude (g = 980.6199 gals.). HU0275 HU0275.The modeled gravity was interpolated from observed gravity values. HU0275 HU0275; North East Units Estimated Accuracy HU0275;SPC MD - 75,080. 564,570. MT (+/- 180 meters Scaled) HU0275 HU0275 SUPERSEDED SURVEY CONTROL HU0275 HU0275 NGVD 29 - 3.262 (m) 10.70 (f) ADJUSTED 2 0 HU0275 HU0275.Superseded values are not recommended for survey control. HU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0275.See file dsdata.txt to determine how the superseded data were derived. HU0275 HU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH897421(NAD 83) HU0275_MARKER: DB = BENCH MARK DISK HU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0275_STAMPING: G 7 1935 HU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0275+STABILITY: SURFACE MOTION HU0275 HU0275 HISTORY - Date Condition Report By HU0275 HISTORY - 1935 MONUMENTED CGS HU0275 HISTORY - 20021119 MARK NOT FOUND USPSQD HU0275 HU0275 STATION DESCRIPTION HU0275 HU0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 HU0275'1.7 MI W FROM OCEAN CITY. HU0275'ABOUT 1.7 MILES WEST ALONG THE BALTIMORE AND EASTERN HU0275'RAILROAD FROM THE STATION AT OCEAN CITY, WORCESTER COUNTY, AT A HU0275'DIRT-ROAD CROSSING, ABOUT 153 FEET SOUTH OF THE SOUTH RAIL, 15 HU0275'FEET EAST OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE HU0275'SOUTHWEST CORNER OF THE S.M. HARMON HOUSE, AND IN THE YARD. A HU0275'STANDARD DISK, STAMPED G 7 1935 AND SET IN THE TOP OF A CONCRETE HU0275'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND. HU0275 HU0275 STATION RECOVERY (2002) HU0275 HU0275'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR) HU0275'RAILROAD TRACK DOES NOT EXIST. THE LAT. AND LONG. OF THE MARK IS NEAR HU0275'THE INTERSECTION OF RT611 AND SUNSET AVE. WHICH IS RELATIVELY NEW HU0275'CONSTRUCTION. S.M.HARMON HOUSE NO LONGER EXIST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0356 *********************************************************************** HU0356 DESIGNATION - L 57 HU0356 PID - HU0356 HU0356 STATE/COUNTY- MD/WORCESTER HU0356 USGS QUAD - SELBYVILLE (1992) HU0356 HU0356 *CURRENT SURVEY CONTROL HU0356 ___________________________________________________________________ HU0356* NAD 83(1986)- 38 25 55. (N) 075 10 42. (W) SCALED HU0356* NAVD 88 - 4.801 (meters) 15.75 (feet) ADJUSTED HU0356 ___________________________________________________________________ HU0356 GEOID HEIGHT- -35.87 (meters) GEOID99 HU0356 DYNAMIC HT - 4.798 (meters) 15.74 (feet) COMP HU0356 MODELED GRAV- 980,017.7 (mgal) NAVD 88 HU0356 HU0356 VERT ORDER - SECOND CLASS 0 HU0356 HU0356.The horizontal coordinates were scaled from a topographic map and have HU0356.an estimated accuracy of +/- 6 seconds. HU0356 HU0356.The orthometric height was determined by differential leveling HU0356.and adjusted by the National Geodetic Survey in June 1991. HU0356 HU0356.The geoid height was determined by GEOID99. HU0356 HU0356.The dynamic height is computed by dividing the NAVD 88 HU0356.geopotential number by the normal gravity value computed on the HU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0356.degrees latitude (g = 980.6199 gals.). HU0356 HU0356.The modeled gravity was interpolated from observed gravity values. HU0356 HU0356; North East Units Estimated Accuracy HU0356;SPC MD - 86,540. 559,050. MT (+/- 180 meters Scaled) HU0356 HU0356 SUPERSEDED SURVEY CONTROL HU0356 HU0356 NGVD 29 - 5.044 (m) 16.55 (f) ADJUSTED 2 0 HU0356 HU0356.Superseded values are not recommended for survey control. HU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0356.See file dsdata.txt to determine how the superseded data were derived. HU0356 HU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH844537(NAD 83) HU0356_MARKER: DB = BENCH MARK DISK HU0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0356_STAMPING: L 57 1942 HU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0356+STABILITY: SURFACE MOTION HU0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0356+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2002 HU0356 HU0356 HISTORY - Date Condition Report By HU0356 HISTORY - 1942 MONUMENTED CGS HU0356 HISTORY - 1943 GOOD CGS HU0356 HISTORY - 20020312 GOOD USPSQD HU0356 HU0356 STATION DESCRIPTION HU0356 HU0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 HU0356'1.2 MI SE FROM BISHOPVILLE. HU0356'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0356'AT BISHOPVILLE, 60.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HU0356'TWO-STORY WHITE HOUSE, 52.7 FEET NORTHWEST OF POLE N 2, 16.8 FEET HU0356'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTHWEST OF HU0356'THE DRIVEWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A HU0356'STANDARD DISK, STAMPED L 57 1942 AND SET IN THE TOP OF A CONCRETE HU0356'POST. HU0356 HU0356 STATION RECOVERY (2002) HU0356 HU0356'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0356'REFERENCE TO POLE N2, IN THE STATION DESCRIPTION, SHOULD BE CHANGED TO HU0356'POLE NO.58929-95520. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0277 *********************************************************************** HU0277 DESIGNATION - M 104 HU0277 PID - HU0277 HU0277 STATE/COUNTY- MD/WORCESTER HU0277 USGS QUAD - BERLIN (1981) HU0277 HU0277 *CURRENT SURVEY CONTROL HU0277 ___________________________________________________________________ HU0277* NAD 83(1986)- 38 19 41. (N) 075 07 54. (W) SCALED HU0277* NAVD 88 - 1.053 (meters) 3.45 (feet) ADJUSTED HU0277 ___________________________________________________________________ HU0277 GEOID HEIGHT- -36.00 (meters) GEOID99 HU0277 DYNAMIC HT - 1.052 (meters) 3.45 (feet) COMP HU0277 MODELED GRAV- 980,007.1 (mgal) NAVD 88 HU0277 HU0277 VERT ORDER - SECOND CLASS 0 HU0277 HU0277.The horizontal coordinates were scaled from a topographic map and have HU0277.an estimated accuracy of +/- 6 seconds. HU0277 HU0277.The orthometric height was determined by differential leveling HU0277.and adjusted by the National Geodetic Survey in June 1991. HU0277 HU0277.The geoid height was determined by GEOID99. HU0277 HU0277.The dynamic height is computed by dividing the NAVD 88 HU0277.geopotential number by the normal gravity value computed on the HU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0277.degrees latitude (g = 980.6199 gals.). HU0277 HU0277.The modeled gravity was interpolated from observed gravity values. HU0277 HU0277; North East Units Estimated Accuracy HU0277;SPC MD - 75,090. 563,350. MT (+/- 180 meters Scaled) HU0277 HU0277 SUPERSEDED SURVEY CONTROL HU0277 HU0277 NGVD 29 - 1.296 (m) 4.25 (f) ADJUSTED 2 0 HU0277 HU0277.Superseded values are not recommended for survey control. HU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0277.See file dsdata.txt to determine how the superseded data were derived. HU0277 HU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH884422(NAD 83) HU0277_MARKER: DB = BENCH MARK DISK HU0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0277_STAMPING: M 104 1962 HU0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0277+STABILITY: SURFACE MOTION HU0277 HU0277 HISTORY - Date Condition Report By HU0277 HISTORY - 1962 MONUMENTED CGS HU0277 HISTORY - 20021119 MARK NOT FOUND USPSQD HU0277 HU0277 STATION DESCRIPTION HU0277 HU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HU0277'0.7 MI W FROM OCEAN CITY. HU0277'0.7 MILE WEST ALONG THE BALTIMORE AND EASTERN RAILROAD FROM THE HU0277'CROSSING WITH STATE HIGHWAY 611 AT WEST OCEAN CITY, 165 FEET WEST HU0277'OF THE INTERSECTION OF A FARM ROAD CROSSING THE TRACKS, 47 FEET HU0277'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORIED FARM HOUSE, 15 HU0277'FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS AND 2 FEET NORTH-NORTH HU0277'WEST OF A WOODEN WITNESS POST. SET IN THE TOP OF A CONCRETE POST HU0277'PROJECTING 3 INCHES AND ONE FOOT BELOW THE LEVEL OF THE TRACKS. HU0277 HU0277 STATION RECOVERY (2002) HU0277 HU0277'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR) HU0277'RAILROAD TRACK DOES NOT EXIST. UNABLE TO GAIN ACCESS TO FARM ROAD DUE HU0277'TO CHAINED AND LOCKED GATE ACROSS ACCESS ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU1251 *********************************************************************** HU1251 DESIGNATION - MYSTIC HARBOR WT TK HU1251 PID - HU1251 HU1251 STATE/COUNTY- MD/WORCESTER HU1251 USGS QUAD - OCEAN CITY (1972) HU1251 HU1251 *CURRENT SURVEY CONTROL HU1251 ___________________________________________________________________ HU1251* NAD 83(1991)- 38 19 37.40593(N) 075 07 02.59081(W) ADJUSTED HU1251* NAVD 88 - HU1251 ___________________________________________________________________ HU1251 LAPLACE CORR- -0.13 (seconds) DEFLEC99 HU1251 GEOID HEIGHT- -36.00 (meters) GEOID99 HU1251 HU1251 HORZ ORDER - THIRD HU1251 HU1251.The horizontal coordinates were established by classical geodetic methods HU1251.and adjusted by the National Geodetic Survey in January 1992. HU1251 HU1251 HU1251.The Laplace correction was computed from DEFLEC99 derived deflections. HU1251 HU1251.The geoid height was determined by GEOID99. HU1251 HU1251; North East Units Scale Converg. HU1251;SPC MD - 75,003.622 564,605.099 MT 0.99999540 +1 10 53.7 HU1251;SPC MD - 246,074.38 1,852,375.23 sFT 0.99999540 +1 10 53.7 HU1251;UTM 18 - 4,242,110.227 489,739.732 MT 0.99960130 -0 04 22.1 HU1251 HU1251 SUPERSEDED SURVEY CONTROL HU1251 HU1251 NAD 83(1986)- 38 19 37.38906(N) 075 07 02.61822(W) AD( ) 4 HU1251 HU1251.Superseded values are not recommended for survey control. HU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1251.See file dsdata.txt to determine how the superseded data were derived. HU1251 HU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8974042110(NAD 83) HU1251_MARKER: 53 = ELEVATED TANK HU1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU1251+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002 HU1251 HU1251 HISTORY - Date Condition Report By HU1251 HISTORY - 1986 FIRST OBSERVED MDSHA HU1251 HISTORY - 20021119 GOOD USPSQD HU1251 HU1251 STATION DESCRIPTION HU1251 HU1251'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1986 (RGP) HU1251'THE STATION, MYSTIC HARBOR WATER TANK, IS AN ELEVATED STEEL WATER HU1251'TANK WITH A SINGLE STEEL CYLINDER BELOW IT. IT IS GREEN IN COLOR, HU1251'AND HAS A VENT CAP AND DOUBLE CLEARENCE LIGHT ON THE TOP. THE POINT HU1251'INTERSECTED WAS THE VENT CAP. HU1251'IT IS LOCATED ABOUT 0.15 KM (0.1 MI) SOUTHEAST OF THE INTERSECTION OF HU1251'STATE HIGHWAY 611 AND SUNSET AVENUE. HU1251'OWNERSHIP--MYSTIC HARBOR UTILITIES-- HU1251 HU1251 STATION RECOVERY (2002) HU1251 HU1251'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR) HU1251'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0357 *********************************************************************** HU0357 DESIGNATION - N 57 HU0357 PID - HU0357 HU0357 STATE/COUNTY- MD/WORCESTER HU0357 USGS QUAD - SELBYVILLE (1992) HU0357 HU0357 *CURRENT SURVEY CONTROL HU0357 ___________________________________________________________________ HU0357* NAD 83(1986)- 38 25 09. (N) 075 08 49. (W) SCALED HU0357* NAVD 88 - 3.423 (meters) 11.23 (feet) ADJUSTED HU0357 ___________________________________________________________________ HU0357 GEOID HEIGHT- -35.89 (meters) GEOID99 HU0357 DYNAMIC HT - 3.421 (meters) 11.22 (feet) COMP HU0357 MODELED GRAV- 980,017.5 (mgal) NAVD 88 HU0357 HU0357 VERT ORDER - SECOND CLASS 0 HU0357 HU0357.The horizontal coordinates were scaled from a topographic map and have HU0357.an estimated accuracy of +/- 6 seconds. HU0357 HU0357.The orthometric height was determined by differential leveling HU0357.and adjusted by the National Geodetic Survey in June 1991. HU0357 HU0357.The geoid height was determined by GEOID99. HU0357 HU0357.The dynamic height is computed by dividing the NAVD 88 HU0357.geopotential number by the normal gravity value computed on the HU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0357.degrees latitude (g = 980.6199 gals.). HU0357 HU0357.The modeled gravity was interpolated from observed gravity values. HU0357 HU0357; North East Units Estimated Accuracy HU0357;SPC MD - 85,170. 561,810. MT (+/- 180 meters Scaled) HU0357 HU0357 SUPERSEDED SURVEY CONTROL HU0357 HU0357 NGVD 29 - 3.666 (m) 12.03 (f) ADJUSTED 2 0 HU0357 HU0357.Superseded values are not recommended for survey control. HU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0357.See file dsdata.txt to determine how the superseded data were derived. HU0357 HU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH871523(NAD 83) HU0357_MARKER: DB = BENCH MARK DISK HU0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0357_STAMPING: N 57 1942 HU0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0357+STABILITY: SURFACE MOTION HU0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0357+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002 HU0357 HU0357 HISTORY - Date Condition Report By HU0357 HISTORY - 1942 MONUMENTED CGS HU0357 HISTORY - 1943 GOOD CGS HU0357 HISTORY - 20020326 GOOD USPSQD HU0357 HU0357 STATION DESCRIPTION HU0357 HU0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 HU0357'3.2 MI SE FROM BISHOPVILLE. HU0357'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0357'AT BISHOPVILLE, WORCESTER COUNTY, 0.15 MILE EAST OF THE END OF HU0357'THE PAVED HIGHWAY, 46.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF HU0357'A TWO-STORY HOUSE, 64 FEET WEST OF THE DRIVEWAY, IN THE NORTHWEST HU0357'CORNER OF THE YARD, 25.5 FEET SOUTH OF THE CENTERLINE OF THE DIRT HU0357'ROAD, AND 2.2 FEET WEST OF POLE 51. A STANDARD DISK, STAMPED HU0357'N 57 1942 AND SET IN THE TOP OF A CONCRETE POST. HU0357 HU0357 STATION RECOVERY (2002) HU0357 HU0357'RECOVERY NOTE BY US POWER SQUADRON 2002 (FMP) HU0357'3.1 MILES SOUTHEAST ALONG SAINT MARTINS NECK ROAD FROM POST OFFICE AT HU0357'BISHOPVILLE, WORCESTER COUNTY, AT WITNESS POST 283 FT. WEST OF GODFREY HU0357'BUNTING RD., 24.5 FT SOUTH OF CENTER LINE OF ST. MARTINS NECK RD., 4 HU0357'FT NORTH OF UTILITY POLE NO.59821-95051. A STANDARD DISK STAMPED N 57 HU0357'1942 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0360 *********************************************************************** HU0360 DESIGNATION - PINE HU0360 PID - HU0360 HU0360 STATE/COUNTY- MD/WORCESTER HU0360 USGS QUAD - ASSAWOMAN BAY (1992) HU0360 HU0360 *CURRENT SURVEY CONTROL HU0360 ___________________________________________________________________ HU0360* NAD 83(1991)- 38 24 38.88894(N) 075 06 42.34637(W) ADJUSTED HU0360* NAVD 88 - 0.275 (meters) 0.90 (feet) ADJUSTED HU0360 ___________________________________________________________________ HU0360 LAPLACE CORR- -0.51 (seconds) DEFLEC99 HU0360 GEOID HEIGHT- -35.91 (meters) GEOID99 HU0360 DYNAMIC HT - 0.275 (meters) 0.90 (feet) COMP HU0360 MODELED GRAV- 980,016.8 (mgal) NAVD 88 HU0360 HU0360 HORZ ORDER - SECOND HU0360 VERT ORDER - SECOND CLASS 0 HU0360 HU0360.The horizontal coordinates were established by classical geodetic methods HU0360.and adjusted by the National Geodetic Survey in January 1992. HU0360 HU0360.The orthometric height was determined by differential leveling HU0360.and adjusted by the National Geodetic Survey in June 1991. HU0360.WARNING-Repeat measurements at this control monument indicate possible HU0360.vertical movement. HU0360 HU0360.The Laplace correction was computed from DEFLEC99 derived deflections. HU0360 HU0360.The geoid height was determined by GEOID99. HU0360 HU0360.The dynamic height is computed by dividing the NAVD 88 HU0360.geopotential number by the normal gravity value computed on the HU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0360.degrees latitude (g = 980.6199 gals.). HU0360 HU0360.The modeled gravity was interpolated from observed gravity values. HU0360 HU0360; North East Units Scale Converg. HU0360;SPC MD - 84,307.701 564,904.447 MT 0.99998257 +1 11 06.4 HU0360;SPC MD - 276,599.52 1,853,357.34 sFT 0.99998257 +1 11 06.4 HU0360;SPC DE - 45,643.023 226,630.265 MT 1.00000373 +0 11 22.0 HU0360;UTM 18 - 4,251,401.920 490,242.506 MT 0.99960117 -0 04 10.0 HU0360 HU0360: Primary Azimuth Mark Grid Az HU0360:SPC MD - PINE AZ MK 133 33 05.1 HU0360:SPC DE - PINE AZ MK 134 32 49.5 HU0360:UTM 18 - PINE AZ MK 134 48 21.5 HU0360 HU0360|---------------------------------------------------------------------| HU0360| PID Reference Object Distance Geod. Az | HU0360| dddmmss.s | HU0360| HU1460 FENWICK ISLAND US NAVY TOWER APPROX. 8.8 KM 0372230.2 | HU0360| HU1464 OCEAN CITY TANK APPROX. 6.0 KM 0550319.2 | HU0360| HU2601 PINE RM 3 35.883 METERS 05736 | HU0360| HU0361 PINE RM 1 10.396 METERS 07004 | HU0360| HU0363 PINE AZ MK 1344411.5 | HU0360| HU1514 OCEAN CITY N MUNICIPAL TANK APPROX. 5.8 KM 1440845.8 | HU0360| HU0362 PINE RM 2 9.289 METERS 14800 | HU0360| HU1488 OCEAN CITY CEN MUNICIPAL TANK APPROX. 7.8 KM 1592857.0 | HU0360| HU1490 OCEAN CITY S MUNICIPAL TANK APPROX. 9.4 KM 1674823.0 | HU0360| HU1531 OCEAN DOWNS WATER TANK APPROX. 8.2 KM 2141914.6 | HU0360|---------------------------------------------------------------------| HU0360 HU0360 SUPERSEDED SURVEY CONTROL HU0360 HU0360 NAD 83(1986)- 38 24 38.87177(N) 075 06 42.37180(W) AD( ) 2 HU0360 NAD 27 - 38 24 38.46249(N) 075 06 43.70831(W) AD( ) 2 HU0360 NGVD 29 - 0.517 (m) 1.70 (f) ADJUSTED 2 0 HU0360 HU0360.Superseded values are not recommended for survey control. HU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0360.See file dsdata.txt to determine how the superseded data were derived. HU0360 HU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9024351402(NAD 83) HU0360_MARKER: DS = TRIANGULATION STATION DISK HU0360_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE HU0360_STAMPING: PINE 1934 HU0360_MARK LOGO: CGS HU0360_MAGNETIC: O = OTHER; SEE DESCRIPTION HU0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HU0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0360+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1985 HU0360 HU0360 HISTORY - Date Condition Report By HU0360 HISTORY - 1934 MONUMENTED CGS HU0360 HISTORY - 1942 GOOD CGS HU0360 HISTORY - 1958 GOOD CGS HU0360 HISTORY - 1958 GOOD CGS HU0360 HISTORY - 1962 GOOD CGS HU0360 HISTORY - 1962 GOOD CGS HU0360 HISTORY - 1974 GOOD NGS HU0360 HISTORY - 1974 GOOD NGS HU0360 HISTORY - 19850909 GOOD NGS HU0360 HISTORY - 20020326 MARK NOT FOUND USPSQD HU0360 HU0360 STATION DESCRIPTION HU0360 HU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT) HU0360'ON THE W SIDE OF ASSAWOMAN BAY ON THE NECK OF LAND BETWEEN THE BAY HU0360'AND ST. MARTIN RIVER. ABOUT 5 MILES SE FROM BISHOPVILLE, MARYLAND, HU0360'AND 1 MILE NW OF DRUM POINT. THE STATION IS ON THE PROPERTY OF HU0360'JACK TOWNSEND ON THE S SIDE OF THE ISLE OF WIGHT ROAD LEADING FROM HU0360'BISHOPVILLE AND ON THE E SIDE OF A LARGE MARSH AREA WHICH MAKES HU0360'IN TO THE ROAD FROM ST. MARTIN RIVER. A CULTIVATED FIELD LIES HU0360'ON THE N SIDE OF THE ROAD AT THE HEAD OF THE MARSH AREA. THE HU0360'MARKS ARE SET ON LOW GRASS LAND AT THE W EDGE OF A PINE WOODS HU0360'AND ABOUT 40 METERS S FROM THE CENTER LINE OF THE ISLE OF WIGHT HU0360'ROAD. HU0360' HU0360'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A TILE HU0360'AS DESCRIBED. UNDERGROUND MARK IS A BLOCK HU0360'OF CONCRETE BELOW THE GROUND CONTAINING A STANDARD BRONZE DISK AS HU0360'DESCRIBED. HU0360' HU0360'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS. HU0360 HU0360 STATION RECOVERY (1942) HU0360 HU0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU0360'LOCATED ON THE W SIDE OF ASSAWOMAN BAY ON THE NECK OF LAND HU0360'BETWEEN THE BAY AND ST. MARTIN RIVER, ABOUT 5 MILES SE FROM HU0360'BISHOPVILLE, MARYLAND, AND 1 MILE NW OF DRUM POINT, ON THE PROPERTY HU0360'OF JACK TOWNSEND ON THE S SIDE OF THE ISLE OF WIGHT ROAD LEADING HU0360'FROM BISHOPVILLE, AND ON THE E SIDE OF A LARGE MARSH AREA WHICH HU0360'MAKES IN TO THE ROAD FROM ST. MARTIN RIVER. A CULTIVATED FIELD HU0360'LIES ON THE N SIDE OF THE ROAD AT THE HEAD OF THE MARSH AREA. HU0360'THE MARKS ARE SET ON LOW GRASSLAND AT THE W EDGE OF A PINE WOODS, HU0360'AND ABOUT 40 METERS S FROM THE CENTER LINE OF THE ISLE OF HU0360'WIGHT ROAD. HU0360' HU0360'THE STATION IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED HU0360'PINE 1934, SET IN THE TOP OF A 10-INCH CONCRETE-FILLED VITRIFIED HU0360'PIPE SURROUNDED BY AN IRREGULAR MASS OF CONCRETE. THE PIPE EXTENDS HU0360'ABOUT 7 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS IN GOOD HU0360'CONDITION. HU0360' HU0360'REFERENCE MARK NO.1 IS LOCATED 10.385 METERS NE OF THE HU0360'STATION. THE MARK IS A BRONZE DISK REFERENCE MARK, STAMPED NO.1 HU0360'1934, SET IN THE TOP OF A 10-INCH CONCRETE-FILLED VITRIFIED PIPE HU0360'WHICH EXTENDS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND, HU0360'AND IS IN GOOD CONDITION. HU0360' HU0360'REFERENCE MARK NO.2 IS LOCATED 9.285 METERS SE OF THE STATION HU0360'AND 12.400 METERS S OF REFERENCE MARK NO.1. THE MARK IS A BRONZE HU0360'DISK REFERENCE MARK, STAMPED NO.2 1934, SET IN THE TOP OF A HU0360'10-INCH CONCRETE-FILLED VITRIFIED PIPE, WHICH EXTENDS 1.1 FEET HU0360'ABOVE THE SURFACE OF THE GROUND, AND IS IN GOOD CONDITION. HU0360 HU0360 STATION RECOVERY (1958) HU0360 HU0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW) HU0360'STATION RECOVERED AS DESCRIBED. ALL THE MARKS WERE FOUND IN GOOD HU0360'CONDITION. THE STATION MARK IS A STANDARD DISK STAMPED PINE 1934 HU0360'SET IN THE TOP OF A TERRA-COTTA PIPE AND IS FLUSH. IT IS AT THE N HU0360'TIP OF THE WOODS WHICH EXTENDS INTO THE MARSH. HU0360' HU0360'R.M. NO 1 IS SET IN A TERRA-COTTA PIPE FILLED WITH CEMENT AND HU0360'IS AT THE N EDGE OF THE WOODS, PROJECTS 6 INCHES. HU0360' HU0360'RM NO 2 IS SET IN A TERRA-COTTA PIPE FILLED WITH CEMENT AND IS HU0360'ABOUT 8 PACES S OF THE EDGE OF THE WOODS IN THE WOODS AND PROJECTS HU0360'1 FT. HU0360' HU0360'REACHED FROM THE P O IN BISHOPVILLE AS FOLLOWS--GO SE ON ROUTE 368 HU0360'FOR 1.8 MILES TO ROAD FORKS, TAKE RIGHT FORK, SE, AND GO 2.3 MILES HU0360'TO CROSSROADS AT THE END OF THE BLACKTOP, CONTINUE STRAIGHT AHEAD HU0360'ON SAND ROAD 1.0 MILE TO THE EDGE OF A PINE WOODS ON THE RIGHT AND HU0360'JUST AFTER PASSING A FLAT MARSH LAND, AND POWER POLE NO 16 ON HU0360'LEFT. THE STATION IS ON THE N TIP OF THE WOODS AND ABOUT DUE HU0360'WEST OF THE POWER POLE 16. HU0360 HU0360 STATION RECOVERY (1958) HU0360 HU0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER) HU0360'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2, WERE HU0360'RECOVERED AS PREVIOUSLY DESCRIBED. HU0360' HU0360'THERE WERE DISCREPANCIES IN THE DIRECTIONS TO REFERENCE MARK NO. 1 HU0360'AND REFERENCE MARK NO. 2, AND IN THE DISTANCE BETWEEN THE STATION HU0360'MARK AND REFERENCE MARK NO. 1. THIS DISCREPANCY COULD BE DUE TO HU0360'MOVEMENT OF THE MARSH AREA. HU0360' HU0360'AZIMUTH MARK, A STANDARD DISK STAMPED PINE 1934, IS SET IN A SQUARE HU0360'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE HU0360'GROUND. IT IS 29.6 FEET WEST OF THE CENTER OF A FORK IN THE ROAD HU0360'AND 54 FEET WEST OF A POWERLINE POLE. HU0360' HU0360'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST HU0360'ON A SAND ROAD FOR 0.3 MILE TO A FORK IN THE ROAD AND AZIMUTH MARK HU0360'ON THE RIGHT, 1 FOOT EAST-SOUTHEAST POWERLINE POLE NO. 20. HU0360 HU0360 STATION RECOVERY (1962) HU0360 HU0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT) HU0360'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE HU0360'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. A STANDARD HU0360'METAL WITNESS POST WAS ESTABLISHED. THE FOLLOWING MEASUREMENTS HU0360'ARE AS FOLLOWS. THE STATION MARK IS 3.8 FEET EAST OF THE WITNESS HU0360'POST. REFERENCE MARK 1 IS 37.4 FEET EAST OF THE WITNESS POST AND HU0360'MARKER AND REFERENCE MARK 2 IS 29.7 FEET SOUTH OF THE WITNESS HU0360'POST AND MARKER. THE AZIMUTH MARK IS 4.5 FEET NORTHEAST OF A HU0360'STANDARD METAL WITNESS POST AND MARKER. HU0360' HU0360'THE PREVIOUS DESCRIPTION OF THE TO REACH IS OBSOLETE. A NEW HU0360'DESCRIPTION FOLLOWS-- HU0360' HU0360'THE PROPERTY IS OWNED BY MR. HARRY HEMPHILL. HU0360' HU0360'TO REACH THE STATION FROM A T-INTERSECTION AT THE POST OFFICE IN HU0360'BISHOPVILLE. GO SOUTHEAST ALONG THE NORTHEAST SIDE OF BUNTING HU0360'BRANCH, ON ST. MARTINS NECK ROAD FOR 1.3 MILES TO A SIDE ROAD HU0360'LEFT. CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A FORK. TAKE HU0360'THE RIGHT HAND FORK AND GO SOUTHEAST ON A BLACKTOP ROAD FOR 2.57 HU0360'MILES TO A PAVED CROSSROAD. CONTINUE STRAIGHT AHEAD AND GO HU0360'EAST-SOUTHEAST ON A BLACKTOP ROAD FOR 0.9 MILE TO A WOODED HU0360'POINT ON THE RIGHT, AT THE EAST EDGE OF A MARSH AND ABOUT 200.0 HU0360'FEET WEST OF POWERLINE POLE NO. 16 AND THE STATION. CONTINUE HU0360'SOUTH-SOUTHEAST FOR 0.3 MILE TO A FORK, POWERLINE POLE HU0360'NO. 20, A STANDARD METAL WITNESS POST AND THE AZIMUTH MARK IN HU0360'THE NORTHEAST ANGLE OF THE INTERSECTION. HU0360' HU0360'THE STATION IS ABOUT A 100.00 FOOT PACK. HU0360' HU0360'HEIGHT OF LIGHT ABOVE STATION MARK 30.00 METERS. HU0360 HU0360 STATION RECOVERY (1962) HU0360 HU0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 HU0360'5.3 MI SE FROM BISHOPVILLE. HU0360'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0360'AT BISHOPVILLE, WORCESTER COUNTY, ON PROPERTY OF JACK TOWNSEND, ON HU0360'LOW GRASS LAND ON THE EAST SIDE OF A LARGE MARSH AREA, IN THE HU0360'NORTHWEST CORNER OF A PINE GROVE, AND 134 FEET SOUTHWEST OF THE HU0360'CENTERLINE OF THE DIRT ROAD. A STANDARD TRIANGULATION-STATION HU0360'DISK, STAMPED PINE 1934 AND SET IN THE TOP OF A CONCRETE POST HU0360'PROJECTING ABOUT 6 INCHES ABOVE GROUND. HU0360 HU0360 STATION RECOVERY (1974) HU0360 HU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL) HU0360'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE HU0360'RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE TO REACH THE HU0360'STATION IS ADEQUATE AND THE DISTANCE AND DIRECTIONS CHECKED HU0360'FAVORABLE. A COMPLETE DESCRIPTION FOLLOWS. HU0360' HU0360'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BISHOPVILLE, ON HU0360'THE WEST SIDE OF ASSAWOMAN BAY ON THE NECK OF LAND BETWEEN THE BAY HU0360'AND ST MARTIN RIVER AND 1 MILE NORTHWEST OF DRUM POINT. HU0360' HU0360'TO REACH THE STATION FROM THE POST OFFICE IN BISHOPVILLE, GO SOUTH HU0360'ON PAVED STREET FOR 0.05 MILE TO A PAVED STREET LEFT. TURN LEFT HU0360'AND GO EASTERLY ON PAVED ROAD FOR 5.20 MILES TO THE STATION ON THE HU0360'RIGHT. HU0360' HU0360'THE STATION MARK, A STANDARD DISK STAMPED PINE 1934, IS CEMENTED IN HU0360'THE TOP OF A 10-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE THAT HU0360'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 134 FEET HU0360'SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 3.7 FEET NORTHEAST HU0360'OF A METAL WITNESS POST WITH SIGN. THE UNDERGROUND DISK IS SET HU0360'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE HU0360'GROUND SURFACE. HU0360' HU0360'REFERENCE MARK 1, A STANDARD DISK STAMPED NO 1 1934, IS CEMENTED IN HU0360'THE TOP OF A 10-INCH TERRA-COTTA PIPE THAT PROJECTS 6 INCHES ABOVE HU0360'THE GROUND SURFACE. IT IS 104 FEET SOUTHWEST OF THE CENTER OF A HU0360'PAVED ROAD AND 37.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST HU0360'WITH SIGN. HU0360' HU0360'REFERENCE MARK 2, A STANDARD DISK STAMPED NO 2 1934, IS CEMENTED IN HU0360'THE TOP OF A 10-INCH TERRA-COTTA PIPE THAT PROJECTS 14 INCHES ABOVE HU0360'THE GROUND SURFACE. IT IS 133 FEET SOUTHWEST OF THE CENTER OF HU0360'PAVED ROAD AND 30.0 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN. HU0360' HU0360'THE PAVED ROAD MENTIONED IS STATE ROAD 363. HU0360' HU0360'HEIGHT OF LIGHT ABOVE STATION MARK 4.41 FEET. HU0360' HU0360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HU0360'NORTHERN PART OF OCEAN CITY. HU0360 HU0360 STATION RECOVERY (1974) HU0360 HU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 HU0360'RECOVERED IN GOOD CONDITION. HU0360 HU0360 STATION RECOVERY (1985) HU0360 HU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 HU0360'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN HU0360'GOOD CONDITION. REFERENCE MARK ONE WAS FOUND DESTROYED. THE AZIMUTH HU0360'MARK WAS SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED. THERE IS HU0360'NO SUITABLE LOCATION AVAILABLE TO SET A NEW AZIMUTH MARK. A NEW HU0360'REFERENCE MARK THREE WAS SET. A SHORTER DISTANCE OF 0.03 FT OR 0.011 HU0360'METER WAS NOTED TO REFERENCE MARK TWO. THIS DIFFERENCE WAS CHECKED IN HU0360'THE FIELD. HU0360'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BERLIN, 11 KM HU0360'(6.85 MI) NORTHWEST OF OCEAN CITY AND 8 KM (4.95 MI) SOUTHEAST OF HU0360'BISHOPVILLE. IT IS IN A MARSH JUST WEST OF A PAVED ROAD. HU0360'TO REACH THE STATION FROM THE WEST END OF THE STATE HIGHWAY 90 BRIDGE HU0360'OVER THE ASSAWOMAN BAY AT OCEAN CITY, GO WESTERLY ON STATE HIGHWAY 90 HU0360'FOR 0.8 KM (0.50 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON ISLE HU0360'OF WIGHT ROAD FOR 3.45 KM (2.15 MI) TO THE STATION ON THE LEFT. HU0360'THE STATION IS 52.7 M (172.9 FT) WEST-SOUTHWEST OF A POWERLINE POLE HU0360'NUMBERED 60854, 40.1 M (131.6 FT) SOUTHWEST OF THE CENTER OF THE ROAD, HU0360'66.8 M (219.2 FT) SOUTH OF A POWERLINE POLE WITH NO NUMBER, 30.5 M HU0360'(100.1 FT) NORTH OF THE APPROXIMATE CENTER OF A LOW SAND HILL AND 0.6 HU0360'M (2.0 FT) EAST OF A METAL WITNESS POST. HU0360 HU0360 STATION RECOVERY (2002) HU0360 HU0360'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0360'ENTIRE AREA HAS CHANGED DUE TO CONSTRUCTION OF LIGHTHOUSE SOUND GOLF HU0360'COURSE. ALL UTILITIES IN THE AREA ARE NOW UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0363 *********************************************************************** HU0363 DESIGNATION - PINE AZ MK HU0363 PID - HU0363 HU0363 STATE/COUNTY- MD/WORCESTER HU0363 USGS QUAD - ASSAWOMAN BAY (1992) HU0363 HU0363 *CURRENT SURVEY CONTROL HU0363 ___________________________________________________________________ HU0363* NAD 83(1986)- 38 24 27. (N) 075 06 29. (W) SCALED HU0363* NAVD 88 - 1.739 (meters) 5.71 (feet) ADJUSTED HU0363 ___________________________________________________________________ HU0363 GEOID HEIGHT- -35.91 (meters) GEOID99 HU0363 DYNAMIC HT - 1.738 (meters) 5.70 (feet) COMP HU0363 MODELED GRAV- 980,016.4 (mgal) NAVD 88 HU0363 HU0363 VERT ORDER - SECOND CLASS 0 HU0363 HU0363.The horizontal coordinates were scaled from a topographic map and have HU0363.an estimated accuracy of +/- 6 seconds. HU0363 HU0363.The orthometric height was determined by differential leveling HU0363.and adjusted by the National Geodetic Survey in June 1991. HU0363 HU0363.The geoid height was determined by GEOID99. HU0363 HU0363.The dynamic height is computed by dividing the NAVD 88 HU0363.geopotential number by the normal gravity value computed on the HU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0363.degrees latitude (g = 980.6199 gals.). HU0363 HU0363.The modeled gravity was interpolated from observed gravity values. HU0363 HU0363; North East Units Estimated Accuracy HU0363;SPC MD - 83,950. 565,240. MT (+/- 180 meters Scaled) HU0363 HU0363 SUPERSEDED SURVEY CONTROL HU0363 HU0363 NGVD 29 - 1.982 (m) 6.50 (f) ADJUSTED 2 0 HU0363 HU0363.Superseded values are not recommended for survey control. HU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0363.See file dsdata.txt to determine how the superseded data were derived. HU0363 HU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH905510(NAD 83) HU0363_MARKER: DZ = AZIMUTH MARK DISK HU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0363_STAMPING: PINE 1934 HU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0363+STABILITY: SURFACE MOTION HU0363 HU0363 HISTORY - Date Condition Report By HU0363 HISTORY - 1934 MONUMENTED CGS HU0363 HISTORY - 1962 GOOD CGS HU0363 HISTORY - 20020326 MARK NOT FOUND USPSQD HU0363 HU0363 STATION DESCRIPTION HU0363 HU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HU0363'5.6 MI SE FROM BISHOPVILLE. HU0363'5.6 MILES SOUTHEAST ON STATE HIGHWAY 368 FROM THE POST OFFICE HU0363'AT BISHOPVILLE. 0.3 MILE SOUTHEAST OF TRIANGULATION STATION PINE HU0363'AND AT THE JUNCTION OF T ROAD SOUTH, 24 FEET NORTHEAST OF THE HU0363'CENTER LINE OF SAND ROAD AT THE END OF BLACKTOPPED ROAD, 23 FEET HU0363'SOUTHEAST OF THE CENTER LINE OF BLACKTOPPED ROAD, 1 FOOT SOUTHWEST HU0363'OF POWER LINE POLE NO. 20 AND ABOUT LEVEL WITH THE ROAD. SET IN HU0363'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. HU0363 HU0363 STATION RECOVERY (2002) HU0363 HU0363'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0363'ENTIRE AREA HAS CHANGED DUE TO THE CONSTRUCTION OF LIGHTHOUSE SOUND HU0363'GOLF COURSE. ALL UTILITIES RAE NOW UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0361 *********************************************************************** HU0361 DESIGNATION - PINE RM 1 HU0361 PID - HU0361 HU0361 STATE/COUNTY- MD/WORCESTER HU0361 USGS QUAD - ASSAWOMAN BAY (1992) HU0361 HU0361 *CURRENT SURVEY CONTROL HU0361 ___________________________________________________________________ HU0361* NAD 83(1986)- 38 24 38. (N) 075 06 41. (W) SCALED HU0361* NAVD 88 - 0.335 (meters) 1.10 (feet) ADJUSTED HU0361 ___________________________________________________________________ HU0361 GEOID HEIGHT- -35.91 (meters) GEOID99 HU0361 DYNAMIC HT - 0.335 (meters) 1.10 (feet) COMP HU0361 MODELED GRAV- 980,016.8 (mgal) NAVD 88 HU0361 HU0361 VERT ORDER - SECOND CLASS 0 HU0361 HU0361.The horizontal coordinates were scaled from a topographic map and have HU0361.an estimated accuracy of +/- 6 seconds. HU0361 HU0361.The orthometric height was determined by differential leveling HU0361.and adjusted by the National Geodetic Survey in June 1991. HU0361 HU0361.The geoid height was determined by GEOID99. HU0361 HU0361.The dynamic height is computed by dividing the NAVD 88 HU0361.geopotential number by the normal gravity value computed on the HU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0361.degrees latitude (g = 980.6199 gals.). HU0361 HU0361.The modeled gravity was interpolated from observed gravity values. HU0361 HU0361; North East Units Estimated Accuracy HU0361;SPC MD - 84,280. 564,940. MT (+/- 180 meters Scaled) HU0361 HU0361 SUPERSEDED SURVEY CONTROL HU0361 HU0361 NGVD 29 - 0.579 (m) 1.90 (f) ADJUSTED 2 0 HU0361 HU0361.Superseded values are not recommended for survey control. HU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0361.See file dsdata.txt to determine how the superseded data were derived. HU0361 HU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH902513(NAD 83) HU0361_MARKER: DR = REFERENCE MARK DISK HU0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0361_STAMPING: NO 1 1934 HU0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0361+STABILITY: SURFACE MOTION HU0361 HU0361 HISTORY - Date Condition Report By HU0361 HISTORY - 1934 MONUMENTED CGS HU0361 HISTORY - 1962 GOOD CGS HU0361 HISTORY - 20020326 MARK NOT FOUND USPSQD HU0361 HU0361 STATION DESCRIPTION HU0361 HU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HU0361'5.3 MI SE FROM BISHOPVILLE. HU0361'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0361'AT BISHOPVILLE, WORCESTER COUNTY, IN THE NORTHWEST CORNER OF A HU0361'PINE GROVE, 104 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, HU0361'AND 34 FEET EAST OF TRIANGULATION STATION PINE DESCRIBED ABOVE. A HU0361'STANDARD REFERENCE-MARK DISK, STAMPED NO. 1 1934 AND SET IN THE HU0361'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. HU0361 HU0361 STATION RECOVERY (2002) HU0361 HU0361'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0361'ENTIRE ARE HAS CHANGED DUE THE CONSTRUCTION OF LIGHTHOUSE SOUND GOLF HU0361'COURSE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0362 *********************************************************************** HU0362 DESIGNATION - PINE RM 2 HU0362 PID - HU0362 HU0362 STATE/COUNTY- MD/WORCESTER HU0362 USGS QUAD - ASSAWOMAN BAY (1992) HU0362 HU0362 *CURRENT SURVEY CONTROL HU0362 ___________________________________________________________________ HU0362* NAD 83(1991)- 38 24 38.63347(N) 075 06 42.14345(W) ADJUSTED HU0362* NAVD 88 - 0.612 (meters) 2.01 (feet) ADJUSTED HU0362 ___________________________________________________________________ HU0362 LAPLACE CORR- -0.51 (seconds) DEFLEC99 HU0362 GEOID HEIGHT- -35.91 (meters) GEOID99 HU0362 DYNAMIC HT - 0.612 (meters) 2.01 (feet) COMP HU0362 MODELED GRAV- 980,016.8 (mgal) NAVD 88 HU0362 HU0362 HORZ ORDER - THIRD HU0362 VERT ORDER - SECOND CLASS 0 HU0362 HU0362.The horizontal coordinates were established by classical geodetic methods HU0362.and adjusted by the National Geodetic Survey in January 1992. HU0362 HU0362.The orthometric height was determined by differential leveling HU0362.and adjusted by the National Geodetic Survey in June 1991. HU0362 HU0362.The Laplace correction was computed from DEFLEC99 derived deflections. HU0362 HU0362.The geoid height was determined by GEOID99. HU0362 HU0362.The dynamic height is computed by dividing the NAVD 88 HU0362.geopotential number by the normal gravity value computed on the HU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0362.degrees latitude (g = 980.6199 gals.). HU0362 HU0362.The modeled gravity was interpolated from observed gravity values. HU0362 HU0362; North East Units Scale Converg. HU0362;SPC MD - 84,299.928 564,909.532 MT 0.99998258 +1 11 06.6 HU0362;SPC MD - 276,574.01 1,853,374.02 sFT 0.99998258 +1 11 06.6 HU0362;SPC DE - 45,635.162 226,635.214 MT 1.00000373 +0 11 22.1 HU0362;UTM 18 - 4,251,394.040 490,247.418 MT 0.99960117 -0 04 09.8 HU0362 HU0362 SUPERSEDED SURVEY CONTROL HU0362 HU0362 NAD 83(1986)- 38 24 38.61637(N) 075 06 42.16890(W) AD( ) 3 HU0362 NGVD 29 - 0.856 (m) 2.81 (f) ADJUSTED 2 0 HU0362 HU0362.Superseded values are not recommended for survey control. HU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0362.See file dsdata.txt to determine how the superseded data were derived. HU0362 HU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9024751394(NAD 83) HU0362_MARKER: DR = REFERENCE MARK DISK HU0362_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE HU0362_STAMPING: NO 2 1934 HU0362_MARK LOGO: CGS HU0362_MAGNETIC: O = OTHER; SEE DESCRIPTION HU0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HU0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0362+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1985 HU0362 HU0362 HISTORY - Date Condition Report By HU0362 HISTORY - 1934 MONUMENTED CGS HU0362 HISTORY - 1962 GOOD CGS HU0362 HISTORY - 19850909 GOOD NGS HU0362 HISTORY - 20020326 MARK NOT FOUND USPSQD HU0362 HU0362 STATION DESCRIPTION HU0362 HU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HU0362'5.3 MI SE FROM BISHOPVILLE. HU0362'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0362'AT BISHOPVILLE, WORCESTER COUNTY, IN THE NORTHWEST CORNER OF A HU0362'PINE GROVE, 140 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD HU0362'AND 30-1/2 FEET SOUTH OF TRIANGULATION STATION PINE, DESCRIBED HU0362'ABOVE. A STANDARD REFERENCE-MARK DISK, STAMPED NO 2 1934 AND HU0362'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 18 INCHES HU0362'ABOVE GROUND. HU0362 HU0362 STATION RECOVERY (1985) HU0362 HU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 HU0362'THE MARK IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BERLIN, 11 KM HU0362'(6.85 MI) NORTHWEST OF OCEAN CITY AND 8 KM (4.95 MI) SOUTHEAST OF HU0362'BISHOPVILLE. IT IS IN A MARSH JUST WEST OF A PAVED ROAD. HU0362'TO REACH THE MARK FROM THE WEST END OF THE STATE HIGHWAY 90 BRIDGE HU0362'OVER THE ASSAWOMAN BAY AT OCEAN CITY, GO WESTERLY ON STATE HIGHWAY 90 HU0362'FOR 0.8 KM (0.50 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON ISLE HU0362'OF WIGHT ROAD FOR 3.45 KM (2.15 MI) TO THE MARK ON THE LEFT. HU0362'THE MARK IS 53.5 M (175.5 FT) SOUTHWEST OF A POWERLINE POLE NUMBERED HU0362'60845, 43.1 M (141.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 21.3 M HU0362'(69.9 FT) NORTHWEST OF A SAND HILL AND 0.2 M (0.7 FT) NORTHEAST OF A HU0362'METAL WITNESS POST. HU0362'IT IS ABOUT 0.3 M (1.0 FT) HIGHER THAN STATION PINE. HU0362 HU0362 STATION RECOVERY (2002) HU0362 HU0362'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0362'ENTIRE AREA HAS CHANGED DUE TO THE CONSTRUCTION OF LIGHTHOUSE SOUND HU0362'GOLF COURSE. ALL UTILITIES ARE NOW UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU2601 *********************************************************************** HU2601 DESIGNATION - PINE RM 3 HU2601 PID - HU2601 HU2601 STATE/COUNTY- MD/WORCESTER HU2601 USGS QUAD - ASSAWOMAN BAY (1992) HU2601 HU2601 *CURRENT SURVEY CONTROL HU2601 ___________________________________________________________________ HU2601* NAD 83(1991)- 38 24 39.51251(N) 075 06 41.09757(W) ADJUSTED HU2601* NAVD 88 - 0.57 (meters) 1.9 (feet) RESET HU2601 ___________________________________________________________________ HU2601 LAPLACE CORR- -0.51 (seconds) DEFLEC99 HU2601 GEOID HEIGHT- -35.91 (meters) GEOID99 HU2601 HU2601 HORZ ORDER - THIRD HU2601 VERT ORDER - THIRD HU2601 HU2601.The horizontal coordinates were established by classical geodetic methods HU2601.and adjusted by the National Geodetic Survey in January 1992. HU2601 HU2601.The orthometric height was computed from unverified reset data. HU2601.No vertical observational check was made to the station. HU2601 HU2601.The Laplace correction was computed from DEFLEC99 derived deflections. HU2601 HU2601.The geoid height was determined by GEOID99. HU2601 HU2601; North East Units Scale Converg. HU2601;SPC MD - 84,327.551 564,934.340 MT 0.99998255 +1 11 07.2 HU2601;SPC MD - 276,664.64 1,853,455.41 sFT 0.99998255 +1 11 07.2 HU2601;SPC DE - 45,662.350 226,660.499 MT 1.00000375 +0 11 22.7 HU2601;UTM 18 - 4,251,421.103 490,272.815 MT 0.99960117 -0 04 09.2 HU2601 HU2601 SUPERSEDED SURVEY CONTROL HU2601 HU2601 NAD 83(1986)- 38 24 39.49546(N) 075 06 41.12308(W) AD( ) 3 HU2601 NGVD 29 - 0.81 (m) 2.7 (f) RESET 3 HU2601 HU2601.Superseded values are not recommended for survey control. HU2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU2601.See file dsdata.txt to determine how the superseded data were derived. HU2601 HU2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9027351421(NAD 83) HU2601_MARKER: DR = REFERENCE MARK DISK HU2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU2601_STAMPING: PINE 1934 NO 3 1985 HU2601_MARK LOGO: NGS HU2601_PROJECTION: FLUSH HU2601_MAGNETIC: O = OTHER; SEE DESCRIPTION HU2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2601+STABILITY: SURFACE MOTION HU2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU2601+SATELLITE: SATELLITE OBSERVATIONS - 1985 HU2601 HU2601 HISTORY - Date Condition Report By HU2601 HISTORY - 1985 MONUMENTED NGS HU2601 HISTORY - 1985 GOOD NGS HU2601 HISTORY - 20020326 MARK NOT FOUND USPSQD HU2601 HU2601 STATION DESCRIPTION HU2601 HU2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 HU2601'THE MARK IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BERLIN, 11 KM HU2601'(6.85 MI) NORTHWEST OF OCEAN CITY AND 8 KM (4.95 MI) SOUTHEAST OF HU2601'BISHOPVILLE. HU2601'TO REACH THE MARK FROM THE WEST END OF THE STATE HIGHWAY 90 BRIDGE HU2601'OVER THE ASSAWOMAN BAY AT OCEAN CITY, GO WESTERLY ON STATE HIGHWAY 90 HU2601'FOR 0.8 KM (0.50 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON ISLE HU2601'OF WIGHT ROAD FOR 3.45 KM (2.15 MI) TO THE MARK ON THE LEFT. HU2601'THE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH HU2601'THE GROUND. IT IS 16.6 M (54.5 FT) WEST OF A POWERLINE POLE NUMBERED HU2601'60845, 57.9 M (190.0 FT) SOUTHEAST OF A POWERELINE POLE WITH NO HU2601'NUMBER, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND 0.6 M HU2601'(2.0 FT) EAST OF A CARSONITE WITNESS POST. HU2601'IT IS ABOUT 0.3 M (1.0 FT) HIGHER THAN STATION PINE. HU2601 HU2601 STATION RECOVERY (1985) HU2601 HU2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 HU2601'8.5 KM (5.30 MI) SE FROM BISHOPVILLE. HU2601'FROM THE WEST END OF THE STATE HIGHWAY 90 BRIDGE OVER THE ASSAWOMAN HU2601'BAY IN OCEAN CITY, GO WESTERLY ON STATE HIGHWAY 90 FOR 0.8 KM HU2601'(0.50 MI) (0.5 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTHERLY ON HU2601'ISLE OF WIGHT ROAD FOR 2.49 KM (1.55 MI) TO THE MARK ON THE LEFT HU2601'SHOULDER OF THE ROAD, 16.6 METERS (54.5 FT) WEST FROM THE POWERLINE HU2601'POLE NUMBERED 60845, 57.9 METERS (190 FT) SOUTHEAST FROM A POWERLINE HU2601'POLE WITH NO NUMBER AND 5.9 METERS (19.5 FT) SOUTHWEST FROM THE HU2601'CENTER OF THE ROAD. HU2601'THE MARK IS 0.6 METERS E FROM A WITNESS POST HU2601'THE MARK IS ABOVE LEVEL WITH ROAD. HU2601 HU2601 STATION RECOVERY (2002) HU2601 HU2601'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU2601'ENTIRE AREA HAS CHANGED DUE TO THE CONSTRUCTION OF LIGHTHOUSE SOUND HU2601'GOLF. ALL UTILITIES ARE NOW UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HU0359 *********************************************************************** HU0359 DESIGNATION - Q 57 HU0359 PID - HU0359 HU0359 STATE/COUNTY- MD/WORCESTER HU0359 USGS QUAD - ASSAWOMAN BAY (1992) HU0359 HU0359 *CURRENT SURVEY CONTROL HU0359 ___________________________________________________________________ HU0359* NAD 83(1986)- 38 24 42. (N) 075 06 45. (W) SCALED HU0359* NAVD 88 - 0.678 (meters) 2.22 (feet) ADJUSTED HU0359 ___________________________________________________________________ HU0359 GEOID HEIGHT- -35.90 (meters) GEOID99 HU0359 DYNAMIC HT - 0.678 (meters) 2.22 (feet) COMP HU0359 MODELED GRAV- 980,017.0 (mgal) NAVD 88 HU0359 HU0359 VERT ORDER - SECOND CLASS 0 HU0359 HU0359.The horizontal coordinates were scaled from a topographic map and have HU0359.an estimated accuracy of +/- 6 seconds. HU0359 HU0359.The orthometric height was determined by differential leveling HU0359.and adjusted by the National Geodetic Survey in June 1991. HU0359 HU0359.The geoid height was determined by GEOID99. HU0359 HU0359.The dynamic height is computed by dividing the NAVD 88 HU0359.geopotential number by the normal gravity value computed on the HU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0359.degrees latitude (g = 980.6199 gals.). HU0359 HU0359.The modeled gravity was interpolated from observed gravity values. HU0359 HU0359; North East Units Estimated Accuracy HU0359;SPC MD - 84,400. 564,840. MT (+/- 180 meters Scaled) HU0359 HU0359 SUPERSEDED SURVEY CONTROL HU0359 HU0359 NGVD 29 - 0.922 (m) 3.02 (f) ADJUSTED 2 0 HU0359 HU0359.Superseded values are not recommended for survey control. HU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0359.See file dsdata.txt to determine how the superseded data were derived. HU0359 HU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH901514(NAD 83) HU0359_MARKER: DB = BENCH MARK DISK HU0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HU0359_STAMPING: Q 57 1942 HU0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0359+STABILITY: SURFACE MOTION HU0359 HU0359 HISTORY - Date Condition Report By HU0359 HISTORY - 1942 MONUMENTED CGS HU0359 HISTORY - 1962 GOOD CGS HU0359 HISTORY - 20020326 MARK NOT FOUND USPSQD HU0359 HU0359 STATION DESCRIPTION HU0359 HU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HU0359'5.2 MI SE FROM BISHOPVILLE. HU0359'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 368 FROM THE POST OFFICE HU0359'AT BISHOPVILLE, WORCESTER COUNTY, 20.6 FEET SOUTHWEST OF THE HU0359'CENTERLINE OF THE DIRT ROAD, 18.2 FEET SOUTHEAST OF A BLAZED PINE HU0359'TREE, 15.6 FEET NORTHWEST OF ANOTHER BLAZED PINE TREE, AND ABOUT HU0359'LEVEL WITH THE ROAD. A STANDARD DISK, STAMPED Q 57 1942 AND SET HU0359'IN THE TOP OF A CONCRETE POST. HU0359 HU0359 STATION RECOVERY (2002) HU0359 HU0359'RECOVERY NOTE BY US POWER SQUADRON 2002 (PMF) HU0359'ENTIRE AREA HAS CHANGED DUE TO THE CONSTRUCTION OF LIGHTHOUSE SOUND HU0359'GOLF COURSE.