1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0482 *********************************************************************** HU0482 DESIGNATION - 13.51 PRR HU0482 PID - HU0482 HU0482 STATE/COUNTY- MD/SOMERSET HU0482 USGS QUAD - PRINCESS ANNE (1975) HU0482 HU0482 *CURRENT SURVEY CONTROL HU0482 ___________________________________________________________________ HU0482* NAD 83(1986)- 38 12 11. (N) 075 41 25. (W) SCALED HU0482* NAVD 88 - 3.722 (meters) 12.21 (feet) ADJUSTED HU0482 ___________________________________________________________________ HU0482 GEOID HEIGHT- -35.98 (meters) GEOID96 HU0482 DYNAMIC HT - 3.719 (meters) 12.20 (feet) COMP HU0482 MODELED GRAV- 979,987.8 (mgal) NAVD 88 HU0482 HU0482 VERT ORDER - FIRST CLASS II HU0482 HU0482 HU0482 HU0482.The horizontal coordinates were scaled from a topographic map and have HU0482.an estimated accuracy of +/- 6 seconds. HU0482 HU0482.The orthometric height was determined by differential leveling HU0482.and adjusted by the National Geodetic Survey in June 1991. HU0482 HU0482.The geoid height was determined by GEOID96. HU0482 HU0482.The dynamic height is computed by dividing the NAVD 88 HU0482.geopotential number by the normal gravity value computed on the HU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0482.degrees latitude (G = 980.6199 gals.). HU0482 HU0482.The modeled gravity was interpolated from observed gravity values. HU0482 HU0482; North East Units Estimated Accuracy HU0482;SPC MD - 60,370. 514,720. MT (+/- 180 meters Scaled) HU0482 HU0482 SUPERSEDED SURVEY CONTROL HU0482 HU0482* NGVD 29 - 3.977 (meters) 13.05 (feet) ADJUSTED HU0482 HU0482.Superseded values are not recommended for survey control. HU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0482.See file format.dat to determine how the superseded data were derived. HU0482 HU0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HU0482 HU0482 HISTORY - Date Condition Recov. By HU0482 HISTORY - UNK MONUMENTED PRR HU0482 HISTORY - 1963 MARK NOT FOUND CGS HU0482 HISTORY - 1972 MARK NOT FOUND NGS HU0482 HU0482 STATION DESCRIPTION HU0482 HU0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0482'AT PRINCESS ANNE. HU0482'AT PRINCESS ANNE, SOMERSET COUNTY, 880 FEET NORTH OF THE HU0482'PENNSYLVANIA RAILROAD STATION, 100 FEET SOUTHEAST OF THE PRINCESS HU0482'ANNE WATER WORKS. THE MARK IS THE TOP OF THE SOUTHWEST CORNER OF HU0482'THE COPING ON THE WESTERN END OF SUBWAY 18.89. HU0482 HU0482 STATION RECOVERY (1972) HU0482 HU0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HU0482'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0484 *********************************************************************** HU0484 DESIGNATION - 17 USGS HU0484 PID - HU0484 HU0484 STATE/COUNTY- MD/SOMERSET HU0484 USGS QUAD - PRINCESS ANNE (1975) HU0484 HU0484 *CURRENT SURVEY CONTROL HU0484 ___________________________________________________________________ HU0484* NAD 83(1986)- 38 12 12. (N) 075 41 34. (W) SCALED HU0484* NAVD 88 - 5.208 (meters) 17.09 (feet) ADJUSTED HU0484 ___________________________________________________________________ HU0484 GEOID HEIGHT- -35.98 (meters) GEOID96 HU0484 DYNAMIC HT - 5.205 (meters) 17.08 (feet) COMP HU0484 MODELED GRAV- 979,987.8 (mgal) NAVD 88 HU0484 HU0484 VERT ORDER - FIRST CLASS I HU0484 HU0484 HU0484 HU0484.The horizontal coordinates were scaled from a topographic map and have HU0484.an estimated accuracy of +/- 6 seconds. HU0484 HU0484.The orthometric height was determined by differential leveling HU0484.and adjusted by the National Geodetic Survey in June 1991. HU0484 HU0484.The geoid height was determined by GEOID96. HU0484 HU0484.The dynamic height is computed by dividing the NAVD 88 HU0484.geopotential number by the normal gravity value computed on the HU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0484.degrees latitude (G = 980.6199 gals.). HU0484 HU0484.The modeled gravity was interpolated from observed gravity values. HU0484 HU0484; North East Units Estimated Accuracy HU0484;SPC MD - 60,390. 514,500. MT (+/- 180 meters Scaled) HU0484 HU0484 SUPERSEDED SURVEY CONTROL HU0484 HU0484* NGVD 29 - 5.464 (meters) 17.93 (feet) ADJUSTED HU0484 HU0484.Superseded values are not recommended for survey control. HU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0484.See file format.dat to determine how the superseded data were derived. HU0484 HU0484_MARKER: DD = SURVEY DISK HU0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE HU0484_STAMPING: 17 BALTO 1900 MARYLAND HU0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HU0484 HU0484 HISTORY - Date Condition Recov. By HU0484 HISTORY - 1900 MONUMENTED USGS HU0484 HISTORY - 1972 GOOD NGS HU0484 HU0484 STATION DESCRIPTION HU0484 HU0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0484'AT PRINCESS ANNE. HU0484'AT PRINCESS ANNE, ABOUT 84 YARDS SOUTH ALONG SOMERSET AVENUE FROM HU0484'THE JUNCTION OF STATE HIGHWAY 363, ALONG THE EAST SIDE OF SOMERSET HU0484'AVENUE, BETWEEN PRINCE WILLIAMS STREET AND WASHINGTON STREET, HU0484'SET VERTICALLY IN THE WEST BRICK FACE OF A BRICK BUILDING OCCUPIED HU0484'BY THE JONES AND JONES LAW OFFICE AS OF THIS DATE, 13.6 FEET NORTH HU0484'OF THE SOUTHWEST CORNER OF THE BUILDING, 13.6 FEET SOUTH OF THE HU0484'NORTHWEST CORNER OF THE BUILDING, 8.4 FEET EAST OF THE EAST CURB HU0484'OF SOMERSET AVENUE AND 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW0496 *********************************************************************** FW0496 DESIGNATION - 3 FW0496 PID - FW0496 FW0496 STATE/COUNTY- MD/SOMERSET FW0496 USGS QUAD - CRISFIELD (1987) FW0496 FW0496 *CURRENT SURVEY CONTROL FW0496 ___________________________________________________________________ FW0496* NAD 83(1986)- 37 59 30. (N) 075 50 34. (W) SCALED FW0496* NAVD 88 - 1.041 (meters) 3.42 (feet) ADJUSTED FW0496 ___________________________________________________________________ FW0496 GEOID HEIGHT- -36.08 (meters) GEOID96 FW0496 DYNAMIC HT - 1.041 (meters) 3.42 (feet) COMP FW0496 MODELED GRAV- 979,972.9 (mgal) NAVD 88 FW0496 FW0496 VERT ORDER - FIRST CLASS II FW0496 FW0496 FW0496 FW0496.The horizontal coordinates were scaled from a topographic map and have FW0496.an estimated accuracy of +/- 6 seconds. FW0496 FW0496.The orthometric height was determined by differential leveling FW0496.and adjusted by the National Geodetic Survey in June 1991. FW0496 FW0496.The geoid height was determined by GEOID96. FW0496 FW0496.The dynamic height is computed by dividing the NAVD 88 FW0496.geopotential number by the normal gravity value computed on the FW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FW0496.degrees latitude (G = 980.6199 gals.). FW0496 FW0496.The modeled gravity was interpolated from observed gravity values. FW0496 FW0496; North East Units Estimated Accuracy FW0496;SPC MD - 36,720. 501,660. MT (+/- 180 meters Scaled) FW0496 FW0496 SUPERSEDED SURVEY CONTROL FW0496 FW0496* NGVD 29 - 1.290 (meters) 4.23 (feet) ADJUSTED FW0496 FW0496.Superseded values are not recommended for survey control. FW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW0496.See file format.dat to determine how the superseded data were derived. FW0496 FW0496_MARKER: S = SPIKE FW0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) FW0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FW0496+STABILITY: SURFACE MOTION FW0496 FW0496 HISTORY - Date Condition Recov. By FW0496 HISTORY - UNK MONUMENTED CGS FW0496 HISTORY - 1942 GOOD CGS FW0496 HISTORY - 1963 MARK NOT FOUND CGS FW0496 FW0496 STATION DESCRIPTION FW0496 FW0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 FW0496'AT CRISFIELD. FW0496'NEW DESCRIPTION. AT CRISFIELD, SOMERSET COUNTY, ON THE FW0496'PENNSYLVANIA RAILROAD, 47 FEET EAST OF THE CENTERLINE OF THE WARD FW0496'ROAD CROSSING, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, FW0496'AND 2 FEET LOWER THAN THE TRACK. AN IRON SPIKE, SET IN THE TOP FW0496'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. NOTE-- DEC. FW0496'1953 REPORT-- NOT RECOVERED. CORRECTED DESCRIPTION ABOVE. FW0496 FW0496 STATION RECOVERY (1963) FW0496 FW0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FW0496'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW0499 *********************************************************************** FW0499 DESIGNATION - 857 1091 TIDAL 10 FW0499 PID - FW0499 FW0499 STATE/COUNTY- MD/SOMERSET FW0499 USGS QUAD - CRISFIELD (1987) FW0499 FW0499 *CURRENT SURVEY CONTROL FW0499 ___________________________________________________________________ FW0499* NAD 83(1986)- 37 58 41. (N) 075 51 48. (W) SCALED FW0499* NAVD 88 - 0.548 (meters) 1.80 (feet) ADJUSTED FW0499 ___________________________________________________________________ FW0499 GEOID HEIGHT- -36.08 (meters) GEOID96 FW0499 DYNAMIC HT - 0.548 (meters) 1.80 (feet) COMP FW0499 MODELED GRAV- 979,971.1 (mgal) NAVD 88 FW0499 FW0499 VERT ORDER - FIRST CLASS I FW0499 FW0499 FW0499 FW0499.The horizontal coordinates were scaled from a topographic map and have FW0499.an estimated accuracy of +/- 6 seconds. FW0499 FW0499.The orthometric height was determined by differential leveling FW0499.and adjusted by the National Geodetic Survey in April 1995. FW0499 FW0499.The geoid height was determined by GEOID96. FW0499 FW0499.The dynamic height is computed by dividing the NAVD 88 FW0499.geopotential number by the normal gravity value computed on the FW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FW0499.degrees latitude (G = 980.6199 gals.). FW0499 FW0499.The modeled gravity was interpolated from observed gravity values. FW0499 FW0499; North East Units Estimated Accuracy FW0499;SPC MD - 35,190. 499,870. MT (+/- 180 meters Scaled) FW0499 FW0499 SUPERSEDED SURVEY CONTROL FW0499 FW0499* NGVD 29 - 0.853 (meters) 2.80 (feet) ADJUSTED FW0499 FW0499.Superseded values are not recommended for survey control. FW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW0499.See file format.dat to determine how the superseded data were derived. FW0499 FW0499_MARKER: DJ = TIDAL STATION DISK FW0499_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN FW0499+WITH SETTING: PAVEMENT FW0499_STAMPING: NO 10 1942 FW0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FW0499+STABILITY: SURFACE MOTION FW0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FW0499+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1990 FW0499 FW0499 HISTORY - Date Condition Recov. By FW0499 HISTORY - 1942 MONUMENTED CGS FW0499 HISTORY - 1963 GOOD CGS FW0499 HISTORY - 19901026 GOOD NGS FW0499 FW0499 STATION DESCRIPTION FW0499 FW0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 FW0499'AT CRISFIELD. FW0499'AT CRISFIELD, AT THE WEST END OF BROAD STREET, 183 FEET NORTH OF FW0499'CENTER LINE OF MARYLAND BOULEVARD, AT THE NORTHEAST CORNER OF A FW0499'LARGE CONCRETE BLOCK BUILDING, SET IN TOP OF A 2-FOOT BY 2-FOOT FW0499'CONCRETE BLOCK, 29 FEET SOUTH OF CENTER LINE OF THE STREET, 49 FW0499'FEET SOUTH AND ACROSS STREET FROM TELEPHONE POLE 12, ABOUT LEVEL FW0499'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE BLOCK PROJECTING FW0499'1 INCH. FW0499 FW0499 STATION RECOVERY (1990) FW0499 FW0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 FW0499'IN CRISFIELD, AT THE INTERSECTION OF BROAD AND ELEVENTH STREETS, IN FW0499'THE CENTER OF THE NORTHWEST SIDE OF A CONCRETE BLOCK, 40.0 M FW0499'(131.2 FT) SOUTHWEST OF THE CENTER OF ELEVENTH STREET, 8.0 M FW0499'(26.2 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF BROAD STREET, 7.6 FW0499'M (24.9 FT) NORTHEAST OF UTILITY POLE NUMBER 39150 79114, 0.4 M FW0499'(1.3 FT) NORTHWEST OF THE NORTH CORNER OF A BUILDING, AND FLUSH WITH FW0499'THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0503 *********************************************************************** HU0503 DESIGNATION - 97 KEM USGS HU0503 PID - HU0503 HU0503 STATE/COUNTY- MD/SOMERSET HU0503 USGS QUAD - POCOMOKE CITY (1980) HU0503 HU0503 *CURRENT SURVEY CONTROL HU0503 ___________________________________________________________________ HU0503* NAD 83(1986)- 38 06 03. (N) 075 36 40. (W) SCALED HU0503* NAVD 88 - 6.005 (meters) 19.70 (feet) ADJUSTED HU0503 ___________________________________________________________________ HU0503 GEOID HEIGHT- -36.20 (meters) GEOID96 HU0503 DYNAMIC HT - 6.001 (meters) 19.69 (feet) COMP HU0503 MODELED GRAV- 979,976.4 (mgal) NAVD 88 HU0503 HU0503 VERT ORDER - FIRST CLASS II HU0503 HU0503 HU0503 HU0503.The horizontal coordinates were scaled from a topographic map and have HU0503.an estimated accuracy of +/- 6 seconds. HU0503 HU0503.The orthometric height was determined by differential leveling HU0503.and adjusted by the National Geodetic Survey in June 1991. HU0503 HU0503.The geoid height was determined by GEOID96. HU0503 HU0503.The dynamic height is computed by dividing the NAVD 88 HU0503.geopotential number by the normal gravity value computed on the HU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0503.degrees latitude (G = 980.6199 gals.). HU0503 HU0503.The modeled gravity was interpolated from observed gravity values. HU0503 HU0503; North East Units Estimated Accuracy HU0503;SPC MD - 49,120. 521,820. MT (+/- 180 meters Scaled) HU0503 HU0503 SUPERSEDED SURVEY CONTROL HU0503 HU0503* NGVD 29 - 6.256 (meters) 20.52 (feet) ADJUSTED HU0503 HU0503.Superseded values are not recommended for survey control. HU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0503.See file format.dat to determine how the superseded data were derived. HU0503 HU0503_MARKER: DD = SURVEY DISK HU0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0503_STAMPING: 97 KEM 1967 21 FT HU0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0503+STABILITY: SURFACE MOTION HU0503 HU0503 HISTORY - Date Condition Recov. By HU0503 HISTORY - 1967 MONUMENTED USGS HU0503 HISTORY - 1972 GOOD NGS HU0503 HU0503 STATION DESCRIPTION HU0503 HU0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0503'3 MI NW FROM POCOMOKE CITY. HU0503'ABOUT 3.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM HU0503'THE CROSSING OF CLARKE AVENUE AT POCOMOKE CITY, 0.35 MILE HU0503'NORTHWEST OF MILEPOST 28, AT THE JUNCTION OF A BLACK TOP ROAD HU0503'LEADING NORTHEAST, 31 FEET NORTH OF THE CENTER OF THE CROSSING OF HU0503'THE ROAD AND THE TRACK, 21.2 FEET NORTHEAST OF THE NORTHEAST HU0503'RAIL, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET HU0503'NORTHWEST OF A CROSSING SIGN, 0.6 FOOT SOUTHWEST OF A METAL HU0503'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A HU0503'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0603 *********************************************************************** HU0603 DESIGNATION - A 106 HU0603 PID - HU0603 HU0603 STATE/COUNTY- MD/SOMERSET HU0603 USGS QUAD - MARION (1975) HU0603 HU0603 *CURRENT SURVEY CONTROL HU0603 ___________________________________________________________________ HU0603* NAD 83(1986)- 38 01 50. (N) 075 47 04. (W) SCALED HU0603* NAVD 88 - 2.022 (meters) 6.63 (feet) ADJUSTED HU0603 ___________________________________________________________________ HU0603 GEOID HEIGHT- -36.08 (meters) GEOID96 HU0603 DYNAMIC HT - 2.021 (meters) 6.63 (feet) COMP HU0603 MODELED GRAV- 979,975.7 (mgal) NAVD 88 HU0603 HU0603 VERT ORDER - FIRST CLASS I HU0603 HU0603 HU0603 HU0603.The horizontal coordinates were scaled from a topographic map and have HU0603.an estimated accuracy of +/- 6 seconds. HU0603 HU0603.The orthometric height was determined by differential leveling HU0603.and adjusted by the National Geodetic Survey in June 1991. HU0603 HU0603.The geoid height was determined by GEOID96. HU0603 HU0603.The dynamic height is computed by dividing the NAVD 88 HU0603.geopotential number by the normal gravity value computed on the HU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0603.degrees latitude (G = 980.6199 gals.). HU0603 HU0603.The modeled gravity was interpolated from observed gravity values. HU0603 HU0603; North East Units Estimated Accuracy HU0603;SPC MD - 41,100. 506,720. MT (+/- 180 meters Scaled) HU0603 HU0603 SUPERSEDED SURVEY CONTROL HU0603 HU0603* NGVD 29 - 2.275 (meters) 7.46 (feet) ADJUSTED HU0603 HU0603.Superseded values are not recommended for survey control. HU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0603.See file format.dat to determine how the superseded data were derived. HU0603 HU0603_MARKER: DB = BENCH MARK DISK HU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0603_STAMPING: A 106 1963 HU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0603+STABILITY: SURFACE MOTION HU0603 HU0603 HISTORY - Date Condition Recov. By HU0603 HISTORY - 1963 MONUMENTED CGS HU0603 HU0603 STATION DESCRIPTION HU0603 HU0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0603'0.9 MI SW FROM MARION. HU0603'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 413 FROM THE PENNSYLVANIA HU0603'RAILROAD STATION AT MARION, ABOUT 0.25 MILE SOUTHWEST OF THE HU0603'INTERSECTION OF STATE HIGHWAY 667, 35 FEET NORTHWEST OF CENTER HU0603'LINE OF HIGHWAY, 174 FEET NORTHEAST OF MILEPOST 11, 3 1/2 FEET HU0603'SOUTHWEST OF POWER POLE 12V, 1.5 FEET NORTHEAST OF A STEEL HU0603'WITNESS POST, 2 FEET BELOW LEVEL OF HIGHWAY, AND SET IN THE TOP HU0603'OF A CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0574 *********************************************************************** HU0574 DESIGNATION - A 107 HU0574 PID - HU0574 HU0574 STATE/COUNTY- MD/SOMERSET HU0574 USGS QUAD - MONIE (1975) HU0574 HU0574 *CURRENT SURVEY CONTROL HU0574 ___________________________________________________________________ HU0574* NAD 83(1986)- 38 11 07. (N) 075 51 37. (W) SCALED HU0574* NAVD 88 - 0.446 (meters) 1.46 (feet) ADJUSTED HU0574 ___________________________________________________________________ HU0574 GEOID HEIGHT- -35.84 (meters) GEOID96 HU0574 DYNAMIC HT - 0.446 (meters) 1.46 (feet) COMP HU0574 MODELED GRAV- 979,986.1 (mgal) NAVD 88 HU0574 HU0574 VERT ORDER - FIRST CLASS I HU0574 HU0574 HU0574 HU0574.The horizontal coordinates were scaled from a topographic map and have HU0574.an estimated accuracy of +/- 6 seconds. HU0574 HU0574.The orthometric height was determined by differential leveling HU0574.and adjusted by the National Geodetic Survey in June 1991. HU0574 HU0574.The geoid height was determined by GEOID96. HU0574 HU0574.The dynamic height is computed by dividing the NAVD 88 HU0574.geopotential number by the normal gravity value computed on the HU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0574.degrees latitude (G = 980.6199 gals.). HU0574 HU0574.The modeled gravity was interpolated from observed gravity values. HU0574 HU0574; North East Units Estimated Accuracy HU0574;SPC MD - 58,190. 499,850. MT (+/- 180 meters Scaled) HU0574 HU0574 SUPERSEDED SURVEY CONTROL HU0574 HU0574* NGVD 29 - 0.704 (meters) 2.31 (feet) ADJUSTED HU0574 HU0574.Superseded values are not recommended for survey control. HU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0574.See file format.dat to determine how the superseded data were derived. HU0574 HU0574_MARKER: DB = BENCH MARK DISK HU0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0574_STAMPING: A 107 1963 HU0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0574+STABILITY: SURFACE MOTION HU0574 HU0574 HISTORY - Date Condition Recov. By HU0574 HISTORY - 1963 MONUMENTED CGS HU0574 HU0574 STATION DESCRIPTION HU0574 HU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0574'2 MI E FROM DAMES QUARTER. HU0574'2.05 MILES EAST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0574'DAMES QUARTER, AT THE JUNCTION OF A SAND ROAD LEADING SOUTHWEST, HU0574'32.5 FEET SOUTH OF CENTER LINE OF HIGHWAY, 34 FEET SOUTHEAST OF HU0574'CENTER OF THE JUNCTION, 59.5 FEET SOUTH AND ACROSS HIGHWAY FROM A HU0574'METAL POST WITH THE PAINTED NUMBER 98, 52 FEET EAST OF CENTER HU0574'LINE OF SAND ROAD, 1.5 FEET WEST OF A STEEL WITNESS POST, ABOUT HU0574'LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST HU0574'PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU2577 *********************************************************************** HU2577 DESIGNATION - A 195 HU2577 PID - HU2577 HU2577 STATE/COUNTY- MD/SOMERSET HU2577 USGS QUAD - PRINCESS ANNE (1975) HU2577 HU2577 *CURRENT SURVEY CONTROL HU2577 ___________________________________________________________________ HU2577* NAD 83(1986)- 38 08 45. (N) 075 41 50. (W) SCALED HU2577* NAVD 88 - 4.657 (meters) 15.28 (feet) ADJUSTED HU2577 ___________________________________________________________________ HU2577 GEOID HEIGHT- -36.05 (meters) GEOID96 HU2577 DYNAMIC HT - 4.654 (meters) 15.27 (feet) COMP HU2577 MODELED GRAV- 979,982.5 (mgal) NAVD 88 HU2577 HU2577 VERT ORDER - SECOND CLASS II HU2577 HU2577 HU2577 HU2577.The horizontal coordinates were scaled from a topographic map and have HU2577.an estimated accuracy of +/- 6 seconds. HU2577 HU2577.The orthometric height was determined by differential leveling HU2577.and adjusted by the National Geodetic Survey in April 1995. HU2577 HU2577.The geoid height was determined by GEOID96. HU2577 HU2577.The dynamic height is computed by dividing the NAVD 88 HU2577.geopotential number by the normal gravity value computed on the HU2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU2577.degrees latitude (G = 980.6199 gals.). HU2577 HU2577.The modeled gravity was interpolated from observed gravity values. HU2577 HU2577; North East Units Estimated Accuracy HU2577;SPC MD - 54,010. 514,200. MT (+/- 180 meters Scaled) HU2577 HU2577 SUPERSEDED SURVEY CONTROL HU2577 HU2577.No superseded survey control is available for this station. HU2577 HU2577_MARKER: DV = VERTICAL CONTROL DISK HU2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU2577_STAMPING: A 195 1990 HU2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2577+STABILITY: SURFACE MOTION HU2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HU2577+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1990 HU2577 HU2577 HISTORY - Date Condition Recov. By HU2577 HISTORY - 1990 MONUMENTED MDSHA HU2577 HISTORY - 19901025 GOOD NGS HU2577 HU2577 STATION DESCRIPTION HU2577 HU2577'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1990 HU2577'1.23 KM (0.76 MI) NORTH ALONG U.S. HIGHWAY 13 FROM THE JUNCTION OF HU2577'STATE HIGHWAY 413 AT WESTOVER, 524.7 FT (159.9 M) NORTHEAST OF THE HU2577'NORTHEAST END OF A PIPE CULVERT, 35.6 FT (10.9 M) SOUTHEAST OF THE HU2577'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 21.9 FT (6.7 M) HU2577'WEST OF THE MOST WESTERLY POST OF A BILLBOARD, 7.1 FT (2.2 M) HU2577'WEST-NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A 1.0 FT (0.3 M) HU2577'ROUND CONCRETE POST FLUSH WITH THE GROUND. THE MARK IS ON ROAD HU2577'RIGHT-OF-WAY. HU2577 HU2577 STATION RECOVERY (1990) HU2577 HU2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HU2577'6.8 KM (4.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 13 FROM THE JUNCTION OF HU2577'STATE HIGHWAY 363 IN PRINCESS ANNE, 10.8 M (35.4 FT) EAST OF THE HU2577'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT) HU2577'WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, HU2577'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0579 *********************************************************************** HU0579 DESIGNATION - A 57 HU0579 PID - HU0579 HU0579 STATE/COUNTY- MD/SOMERSET HU0579 USGS QUAD - DEAL ISLAND (1975) HU0579 HU0579 *CURRENT SURVEY CONTROL HU0579 ___________________________________________________________________ HU0579* NAD 83(1986)- 38 11 05. (N) 075 54 55. (W) SCALED HU0579* NAVD 88 - 0.251 (meters) 0.82 (feet) ADJUSTED HU0579 ___________________________________________________________________ HU0579 GEOID HEIGHT- -35.78 (meters) GEOID96 HU0579 DYNAMIC HT - 0.251 (meters) 0.82 (feet) COMP HU0579 MODELED GRAV- 979,986.1 (mgal) NAVD 88 HU0579 HU0579 VERT ORDER - FIRST CLASS II HU0579 HU0579 HU0579 HU0579.The horizontal coordinates were scaled from a topographic map and have HU0579.an estimated accuracy of +/- 6 seconds. HU0579 HU0579.The orthometric height was determined by differential leveling HU0579.and adjusted by the National Geodetic Survey in June 1991. HU0579 HU0579.The geoid height was determined by GEOID96. HU0579 HU0579.The dynamic height is computed by dividing the NAVD 88 HU0579.geopotential number by the normal gravity value computed on the HU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0579.degrees latitude (G = 980.6199 gals.). HU0579 HU0579.The modeled gravity was interpolated from observed gravity values. HU0579 HU0579; North East Units Estimated Accuracy HU0579;SPC MD - 58,070. 495,030. MT (+/- 180 meters Scaled) HU0579 HU0579 SUPERSEDED SURVEY CONTROL HU0579 HU0579* NGVD 29 - 0.499 (meters) 1.64 (feet) ADJUSTED HU0579 HU0579.Superseded values are not recommended for survey control. HU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0579.See file format.dat to determine how the superseded data were derived. HU0579 HU0579_MARKER: DB = BENCH MARK DISK HU0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0579_STAMPING: A 57 1942 HU0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0579+STABILITY: SURFACE MOTION HU0579 HU0579 HISTORY - Date Condition Recov. By HU0579 HISTORY - 1942 MONUMENTED CGS HU0579 HISTORY - 1963 MARK NOT FOUND CGS HU0579 HU0579 STATION DESCRIPTION HU0579 HU0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0579'1.1 MI W FROM DAMES QUARTER. HU0579'1.1 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0579'DAMES QUARTER, SOMERSET COUNTY, 5.6 FEET SOUTHEAST OF POLE 332, HU0579'67.5 FEET NORTHWEST ACROSS THE HIGHWAY FROM POLE 574, 42.6 FEET HU0579'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER HU0579'THAN THE HIGHWAY. A STANDARD DISK, STAMPED A 57 1942 AND SET IN HU0579'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU2565 *********************************************************************** HU2565 DESIGNATION - AARON HU2565 PID - HU2565 HU2565 STATE/COUNTY- MD/SOMERSET HU2565 USGS QUAD - PRINCESS ANNE (1975) HU2565 HU2565 *CURRENT SURVEY CONTROL HU2565 ___________________________________________________________________ HU2565* NAD 83(1993)- 38 11 57.53777(N) 075 41 51.44021(W) ADJUSTED HU2565* NAVD 88 - 5.08 (+/-2cm) 16.7 (feet) VERTCON HU2565 ___________________________________________________________________ HU2565 X - 1,239,829.075 (meters) COMP HU2565 Y - -4,863,200.025 (meters) COMP HU2565 Z - 3,922,834.806 (meters) COMP HU2565 LAPLACE CORR- -1.79 (seconds) DEFLEC96 HU2565 ELLIP HEIGHT- -31.036 (meters) GPS OBS HU2565 GEOID HEIGHT- -35.98 (meters) GEOID96 HU2565 HU2565 HORZ ORDER - FIRST HU2565 VERT ORDER - THIRD ? (See Below) HU2565 ELLP ORDER - FOURTH CLASS II HU2565 HU2565 HU2565 HU2565.The horizontal coordinates were established by GPS observations HU2565.and adjusted by the National Geodetic Survey in November 1994. HU2565 HU2565.The NAVD 88 height was computed by applying the VERTCON shift value to HU2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HU2565.The vertical order pertains to the superseded datum. HU2565 HU2565.The X, Y, and Z were computed from the position and the ellipsoidal ht. HU2565 HU2565.The Laplace correction was computed from DEFLEC96 derived deflections. HU2565 HU2565.The ellipsoidal height was determined by GPS observations HU2565.and is referenced to NAD 83. HU2565 HU2565.The geoid height was determined by GEOID96. HU2565 HU2565; North East Units Scale Converg. HU2565;SPC MD - 196,654.74 1,686,607.66 sFT 1.00001904 +0 49 02.7 HU2565;SPC MD - 59,940.486 514,079.044 MT 1.00001904 +0 49 02.7 HU2565;UTM 18 - 4,228,159.896 438,916.415 MT 0.99964595 -0 25 53.1 HU2565 HU2565 SUPERSEDED SURVEY CONTROL HU2565 HU2565 NAD 83(1986)- 38 11 57.53475(N) 075 41 51.46067(W) ADJUSTED HU2565 NAD 27 - 38 11 57.09235(N) 075 41 52.72693(W) ADJUSTED HU2565* NGVD 29 - 5.33 (meters) 17.5 (feet) LEVELING HU2565 HU2565.Superseded values are not recommended for survey control. HU2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU2565.See file format.dat to determine how the superseded data were derived. HU2565 HU2565_MARKER: DS = TRIANGULATION STATION DISK HU2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2565+STABILITY: SURFACE MOTION HU2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU2565+SATELLITE: SATELLITE OBSERVATIONS - 1986 HU2565 HU2565 HISTORY - Date Condition Recov. By HU2565 HISTORY - 1971 MONUMENTED MDBCSM HU2565 HISTORY - 1971 MONUMENTED MDBCSM HU2565 HISTORY - 1986 GOOD NGS HU2565 HU2565 STATION DESCRIPTION HU2565 HU2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) HU2565'THERE ARE NO REFERENCE MARKS AT THIS STATION. HU2565' HU2565'THE STATION IS LOCATED ABOUT 19-1/4 KM (12 MI) SOUTH FROM SALISBURY, HU2565'9-1/2 KM (6 MI) NORTH FROM WESTOVER AND 1/2 KM (0.3 MI) WEST FROM HU2565'PRINCESS ANNE. IT IS IN THE MEDIUM OF U.S. HIGHWAY 13. HU2565' HU2565'OWNERSHIP--ROAD RIGHT-OF-WAY. HU2565' HU2565'TO REACH THE STATION FROM THE POST OFFICE AT PRINCESS ANNE, GO SOUTH HU2565'ON STATE HIGHWAY 675 FOR 0.35 KM (0.22 MI) TO A SIDE ROAD RIGHT. HU2565'TURN RIGHT AND GO WEST ON LINDEN AVENUE FOR 0.5 KM (0.3 MI) TO U.S. HU2565'HIGHWAY 13. TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 13 FOR 0.15 KM HU2565'(0.1 MI) TO THE STATION ON THE LEFT. HU2565' HU2565'THE STATION IS A STANDARD MBCS DISK STAMPED--AARON 1971--SET INTO THE HU2565'TOP OF A 30 CM (12 INCHES) ROUND CONCRETE MONUMENT FLUSH WITH THE HU2565'SURFACE OF THE GROUND. HU2565' HU2565'THE STATION IS LOCATED 7.9 M (26.0 FT) ESE OF THE CENTER OF THE SOUTH HU2565'BOUND LANE OF U.S. HIGHWAY 13, 21.3 M (70.0 FT) WNW OF THE CENTER OF HU2565'THE NORTH BOUND LANE OF U.S. HIGHWAY 13, 68.0 M (223.0 FT) SSE OF A HU2565'POWERLINE POLE NUMBERED 43977 87192, 170.7 M (560.0 FT) NORTH OF THE HU2565'CENTER OF A CROSSOVER AND 52.1 M (171.0 FT) NE OF A POWERLINE POLE HU2565'NUMBERED 43980 87097. HU2565' HU2565'THE AZIMUTH MARK IS A STANDARD MDSHA DISK STAMPED--AARON AZ 2 1985-- HU2565'SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT FLUSH HU2565'WITH THE SURFACE OF THE GROUND. HU2565' HU2565'THE AZIMUTH MARK IS LOCATED 6.7 M (22.0 FT) ESE OF THE CENTER OF THE HU2565'SOUTH BOUND LANE OF U.S. HIGHWAY 13, 24.4 M (80.0 FT) WNW OF THE HU2565'CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 13, 10.0 M (32.8 FT) HU2565'NORTHWEST OF AN INLET AND 60.7 M (199.0 FT) SSE OF A 12 INCH PINE HU2565'TREE. HU2565' HU2565'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY HU2565'13 FOR 1.3 KM (0.8 MI) TO THE MARK LEFT. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU2566 *********************************************************************** HU2566 DESIGNATION - AARON AZ MK 2 HU2566 PID - HU2566 HU2566 STATE/COUNTY- MD/SOMERSET HU2566 USGS QUAD - PRINCESS ANNE (1975) HU2566 HU2566 *CURRENT SURVEY CONTROL HU2566 ___________________________________________________________________ HU2566* NAD 83(1993)- 38 12 38.93461(N) 075 42 03.21176(W) ADJUSTED HU2566* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON HU2566 ___________________________________________________________________ HU2566 LAPLACE CORR- -1.74 (seconds) DEFLEC96 HU2566 GEOID HEIGHT- -35.96 (meters) GEOID96 HU2566 HU2566 HORZ ORDER - SECOND HU2566 HU2566 HU2566 HU2566.The horizontal coordinates were established by classical geodetic methods HU2566.and adjusted by the National Geodetic Survey in November 1994. HU2566.No horizontal observational check was made to the station. HU2566 HU2566.The NAVD 88 height was computed by applying the VERTCON shift value to HU2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HU2566 HU2566.The Laplace correction was computed from DEFLEC96 derived deflections. HU2566 HU2566.The geoid height was determined by GEOID96. HU2566 HU2566; North East Units Scale Converg. HU2566;SPC MD - 200,828.68 1,685,608.44 sFT 1.00001671 +0 48 55.3 HU2566;SPC MD - 61,212.705 513,774.481 MT 1.00001671 +0 48 55.3 HU2566;UTM 18 - 4,229,437.976 438,639.756 MT 0.99964637 -0 26 00.8 HU2566 HU2566 SUPERSEDED SURVEY CONTROL HU2566 HU2566 NAD 83(1986)- 38 12 38.93176(N) 075 42 03.23118(W) ADJUSTED HU2566 NAD 27 - 38 12 38.48990(N) 075 42 04.49767(W) ADJUSTED HU2566* NGVD 29 - 5.3 (meters) 17. (feet) VERT ANG HU2566 HU2566.Superseded values are not recommended for survey control. HU2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU2566.See file format.dat to determine how the superseded data were derived. HU2566 HU2566_MARKER: DD = SURVEY DISK HU2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2566+STABILITY: SURFACE MOTION HU2566 HU2566 HISTORY - Date Condition Recov. By HU2566 HISTORY - 1985 MONUMENTED MDSHA HU2566 HU2566 STATION DESCRIPTION HU2566 HU2566'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1985 (RGP) HU2566'THE STATION IS LOCATED ABOUT 19-1/4 KM (12 MI) SOUTH FROM SALISBURY, HU2566'9-1/2 KM (6 MI) NORTH FROM WESTOVER AND 1 KM (0.5 MI) NORTHWEST FROM HU2566'PRINCESS ANNE. HU2566' HU2566'OWNERSHIP--ROAD RIGHT-OF-WAY. HU2566' HU2566'TO REACH THE STATION FROM THE POST OFFICE AT PRINCESS ANNE, GO SOUTH HU2566'ON STATE HIGHWAY 675 FOR 0.35 KM (0.22 MI) TO A SIDE ROAD RIGHT. HU2566'TURN RIGHT AND GO WEST ON LINDEN AVENUE FOR 0.5 KM (0.3 MI) TO U.S. HU2566'HIGHWAY 13. TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 13 FOR 1.5 KM HU2566'(0.95 MI) TO THE STATION IN THE MEDIUM STRIP. HU2566' HU2566'THE STATION IS A STANDARD MARYLAND STATE HIGHWAY ADMINISTRATION DISK HU2566'STAMPED--AARON AZ 2 1985--SET INTO THE TOP OF A 30 CM (12 INCHES) HU2566'ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. HU2566' HU2566'THE STATION IS LOCATED 6.7 M (22.0 FT) ESE OF THE CENTER OF THE SOUTH HU2566'BOUND LANE OF U.S. HIGHWAY 13, 24.4 M (80.0 FT) WNW OF THE CENTER OF HU2566'THE NORTH BOUND LANE OF U.S. HIGHWAY 13, 10.0 M (32.8 FT) NORTHWEST HU2566'FROM A INLET AND 60.7 M (199.0FT) SSW FROM A 12 INCH PINE TREE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1846 *********************************************************************** HU1846 DESIGNATION - ANNE HU1846 PID - HU1846 HU1846 STATE/COUNTY- MD/SOMERSET HU1846 USGS QUAD - PRINCESS ANNE (1975) HU1846 HU1846 *CURRENT SURVEY CONTROL HU1846 ___________________________________________________________________ HU1846* NAD 83(1993)- 38 11 56.33115(N) 075 41 47.98078(W) ADJUSTED HU1846* NAVD 88 - 5. (meters) 16. (feet) SCALED HU1846 ___________________________________________________________________ HU1846 LAPLACE CORR- -1.79 (seconds) DEFLEC96 HU1846 GEOID HEIGHT- -35.98 (meters) GEOID96 HU1846 HU1846 HORZ ORDER - SECOND HU1846 HU1846 HU1846 HU1846.The horizontal coordinates were established by classical geodetic methods HU1846.and adjusted by the National Geodetic Survey in November 1994. HU1846 HU1846.The orthometric height was scaled from a topographic map. HU1846 HU1846.The Laplace correction was computed from DEFLEC96 derived deflections. HU1846 HU1846.The geoid height was determined by GEOID96. HU1846 HU1846; North East Units Scale Converg. HU1846;SPC MD - 196,536.63 1,686,885.54 sFT 1.00001911 +0 49 04.9 HU1846;SPC MD - 59,904.486 514,163.742 MT 1.00001911 +0 49 04.9 HU1846;UTM 18 - 4,228,122.073 439,000.277 MT 0.99964583 -0 25 51.0 HU1846 HU1846|---------------------------------------------------------------------| HU1846| PID Reference Object Distance Geod. Az | HU1846| dddmmss.s | HU1846| HU1847 PRINCESS ANNE MUNICIPAL TANK APPROX. 0.8 KM 0211502.0 | HU1846| ANNE AZ MK RESET 02801 | HU1846| HU0487 ANNE RM 1 28.191 METERS 05925 | HU1846| ANNE RM 2 AZIMUTH 1301243.8 | HU1846| HU0486 ANNE RM 3 37.344 METERS 14721 | HU1846|---------------------------------------------------------------------| HU1846 HU1846 SUPERSEDED SURVEY CONTROL HU1846 HU1846 NAD 83(1986)- 38 11 56.32805(N) 075 41 48.00631(W) ADJUSTED HU1846 NAD 27 - 38 11 55.89000(N) 075 41 49.27100(W) ADJUSTED HU1846 HU1846.Superseded values are not recommended for survey control. HU1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1846.See file format.dat to determine how the superseded data were derived. HU1846 HU1846_MARKER: DS = TRIANGULATION STATION DISK HU1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1846 HU1846 HISTORY - Date Condition Recov. By HU1846 HISTORY - 1934 MONUMENTED CGS HU1846 HISTORY - 1942 GOOD CGS HU1846 HISTORY - 1948 GOOD LOCENG HU1846 HISTORY - 1956 GOOD CGS HU1846 HISTORY - 1960 GOOD CGS HU1846 HISTORY - 1972 MARK NOT FOUND NGS HU1846 HU1846 STATION DESCRIPTION HU1846 HU1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) HU1846'STATION IS LOCATED IN THE TOWN OF PRINCESS ANNE, MARYLAND, ABOUT HU1846'600 FEET W OF THE INTERMEDIATE SCHOOL, ABOUT 110 FEET N OF A ROW HU1846'OF PECAN TREES WHICH MARKS THE SOUTHERN BOUNDARY OF THE SCHOOL HU1846'PLAYGROUND, ABOUT 75 FEET E OF THE W PROPERTY LINE OF THE SCHOOL HU1846'PLAYGROUND. AND ABOUT 65 FEET S OF THE N PROPERTY LINE OF THE HU1846'PLAYGROUND. IT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. HU1846' HU1846'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE HU1846'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. HU1846' HU1846'REFERENCE MARK NO.1 IS 92.49 FEET NE OF THE STATION. IS 4 FEET HU1846'S OF THE NORTHERN LINE OF THE PLAYGROUND. PROJECTS 3 INCHES ABOVE HU1846'THE GROUND. HU1846' HU1846'REFERENCE MARK NO.2, THE AZIMUTH MARK IS ABOUT 0.25 MILE W-SW HU1846'OF THE STATION AND IS LOCATED IN THE SW CORNER OF MR. HENDERSONS HU1846'PROPERTY ABOUT 100 FEET S OF A RED BARN. HU1846' HU1846'REFERENCE MARK NO.3 IS 122.52 FEET SE OF THE STATION. 14 PACES HU1846'E OF A LARGE PECAN TREE WHICH IS THE MOST WESTERLY OF A ROW OF HU1846'PECAN TREES. MARKER PROJECTS 3 INCHES ABOVE THE GROUND. HU1846' HU1846'TO REACH THE STATION, START AT THE PRINCESS ANNE COURTHOUSE, HU1846'AND GO SOUTHERLY ALONG ROUTE NO.13 FOR 0.5 MILE, THIS IS ONE BLOCK HU1846'S OF THE SAINT ANDREWS EPISCOPAL CHURCH, WHICH WILL SERVE AS A HU1846'NATURAL AZIMUTH FOR THIS STATION. TURN W AND GO 0.2 MILE TO THE HU1846'SCHOOL AND STATION. HU1846 HU1846 STATION RECOVERY (1942) HU1846 HU1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1846'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE HU1846'ORIGINAL DESCRIPTION-- HU1846' HU1846'(1) THE STATION IS 430 FEET W OF THE INTERMEDIATE SCHOOL INSTEAD HU1846'OF 600 FEET. HU1846' HU1846'(2) THE STATION IS 122 FEET N OF A ROW OF PECAN TREES INSTEAD HU1846'OF 110 FEET. HU1846' HU1846'(3) THE STATION IS 23 FEET S OF THE N PROPERTY LINE OF THE HU1846'SCHOOL INSTEAD OF 65 FEET. HU1846' HU1846'(4) REFERENCE MARK NO.2 IS SE OF THE STATION INSTEAD OF WSW. HU1846' HU1846'THE STATION IS LOCATED ON THE SOUTHWESTERN EDGE OF THE TOWN OF HU1846'PRINCESS ANNE, MARYLAND, 430 FEET W OF THE INTERMEDIATE SCHOOL, HU1846'122 FEET N OF A ROW OF LARGE PECAN TREES, IN THE NW CORNER OF THE HU1846'PLAYGROUND, 75 FEET E OF THE WESTERN BOUNDARY OF THE SCHOOL HU1846'PROPERTY AND 23 FEET S OF THE N BOUNDARY OF THE SCHOOL PROPERTY, HU1846'WHICH IS THE EDGE OF THE CULTIVATED GROUND AND THE GRASS EDGE. HU1846'THE STATION IS MARKED BY A BRONZE DISK, STAMPED ANNE 1934, SET IN HU1846'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 4 HU1846'INCHES ABOVE THE GROUND. THE MARK IS IN GOOD CONDITION. HU1846' HU1846'REFERENCE MARK NO.1 IS LOCATED 92.47 FEET NE OF THE STATION, HU1846'150.89 FEET N OF REFERENCE MARK NO.3 AND 7 FEET S OF THE N BOUNDARY HU1846'OF THE SCHOOL PROPERTY. THE MARK IS A BRONZE DISK, WITH THE HU1846'ARROW POINTING TOWARD THE STATION, STAMPED ANNE 1934 NO.1, SET IN HU1846'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 2 HU1846'INCHES ABOVE THE GROUND. THE MARK IS IN GOOD CONDITION. HU1846' HU1846'REFERENCE MARK NO.2 (AZIMUTH MARK) IS LOCATED ABOUT 0.25 MILE SE HU1846'OF THE STATION, IN THE DRIVEWAY IN FRONT OF THE PRINCESS ANNE HU1846'DRESS CO., IN THE SW CORNER OF MR. HENDERSONS PROPERTY, ABOUT HU1846'100 FEET S OF A RED BARN, 39 FEET NE OF THE SE CORNER OF THE HU1846'PRINCESS ANNE DRESS CO., AND RANGES WITH A ROAD TO THE S. THE HU1846'MARK RANGES OVER THE N END OF THE DRESS FACTORY TO THE STATION. HU1846'THE MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE HU1846'STATION, STAMPED ANNE 1934 NO.2, SET IN THE TOP OF A 12-INCH HU1846'SQUARE CONCRETE MONUMENT, WHICH EXTENDS 4 INCHES ABOVE THE GROUND. HU1846'THE MARK IS IN GOOD CONDITION. HU1846' HU1846'REFERENCE MARK NO.3 IS LOCATED IN A LINE OF LARGE PECAN TREES, HU1846'122.54 FEET SE OF THE STATION, 36 FEET E OF THE TREE ON THE W END HU1846'OF THE LINE OF TREES, AND 19 FEET W OF A PECAN TREE. THE MARK IS HU1846'A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED HU1846'ANNE 1934, NO.3, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE HU1846'MONUMENT, WHICH EXTENDS 5 INCHES ABOVE THE GROUND. THE MARK IS HU1846'IN GOOD CONDITION. HU1846 HU1846 STATION RECOVERY (1948) HU1846 HU1846'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (AMB) HU1846'LETTER OF A.M. BROWN, TREAS., THE PRESIDENT AND COMMISSIONERS OF HU1846'PRINCESS ANNE, MD., DATED JUNE 5, 1948-- HU1846' HU1846'R.M. 2 HAS BEEN KNOCKED OUT OF THE BASE AND ONE OF THE PRONGS IS HU1846'BROKEN. HU1846' HU1846'R.M. DISK STAMPED ANNE NO 2 1934 RECEIVED AT THIS OFFICE 6/14/48. HU1846 HU1846 STATION RECOVERY (1956) HU1846 HU1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD) HU1846'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND HU1846'IN GOOD CONDITION. THE AZIMUTH MARK (REFERENCE MARK 2) WAS NOT HU1846'FOUND AND WAS PRESUMABLY DESTROYED DURING THE CONSTRUCTION OF A HU1846'DRIVEWAY FOR THE PRINCESS ANNE SHIRT FACTORY. THE STATION MARK HU1846'WAS LOWERED BELOW PLOW DEPTH, AND A NEW AZIMUTH MARK WAS HU1846'ESTABLISHED. FOLLOWING IS A COMPLETE NEW DESCRIPTION-- HU1846' HU1846'THE STATION IS LOCATED ABOUT 1/2 MI. SW OF THE CENTER OF HU1846'PRINCESS ANNE, IN A CULTIVATED FIELD OWNED BY EDGAR A. JONES. IT HU1846'IS ABOUT 450 FT. W OF A SCHOOLHOUSE, 137 FT. N OF THE JONES HU1846'RESIDENCE, AND 107 FT. W OF A FENCE DIVIDING LAND OWNED BY THE HU1846'SCHOOL AND EDGAR A. JONES. HU1846' HU1846'TO REACH THE STATION FROM THE POST OFFICE IN PRINCESS ANNE WHICH HU1846'IS 0.05 MI. N OF THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE HU1846'HIGHWAY 388, GO S ON U.S. HIGHWAY 13 (SOMERSET AVENUE) FOR 0.2 HU1846'MI. TO LINDEN AVENUE, TURN RIGHT AND GO W ON LINDEN AVENUE FOR HU1846'0.25 MI. TO A DRIVEWAY LEADING TO THE JONES HOUSE, TURN RIGHT HU1846'AND GO ABOUT 100 YD. TO THE CULTIVATED FIELD AND THE MARK ON THE HU1846'RIGHT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR HU1846'0.05 MI., TURN LEFT AND GO E ON LINDEN AVENUE FOR 0.15 MI. TO HU1846'SOUTH BECKFORD AVENUE, TURN LEFT AND GO N ON SOUTH BECKFORD HU1846'AVENUE FOR 0.25 MI. TO THE MARK ON THE LEFT. HU1846' HU1846'THE STATION MARK IS 20 IN. BELOW THE SURFACE OF THE GROUND, AND HU1846'THE DISK IS STAMPED ANNE 1934-1956 (NOTES 1B AND 7A). HU1846' HU1846'REFERENCE MARK 1 IS 15 FT. W OF THE PROPERTY-LINE FENCE, AND 90 HU1846'FT. N OF THE EDGAR A. JONES GARAGE. THE MARK PROJECTS 4 IN., AND HU1846'THE DISK IS STAMPED ANNE NO 1 1934 (NOTE 11A). HU1846' HU1846'REFERENCE MARK 3 IS 15 FT. N OF THE N WALL OF THE HOUSE, AND HU1846'23 FT. SW OF THE SW CORNER OF THE GARAGE. THE MARK IS FLUSH WITH HU1846'THE GROUND, AND THE DISK IS STAMPED ANNE NO 3 1934 (NOTE 11A). HU1846' HU1846'THE AZIMUTH MARK IS 102 FT. S OF THE CENTER OF WEST WASHINGTON HU1846'STREET, 15 FT. W OF THE CENTER OF SOUTH BECKFORD AVENUE, 2 FT. W HU1846'OF A POWERLINE POLE, AND 1.5 FT. N OF A 4- BY 4-IN. WHITE WITNESS HU1846'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HU1846'ANNE 1934 RESET 1956 (NOTE 16B). HU1846 HU1846 STATION RECOVERY (1960) HU1846 HU1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB) HU1846'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD HU1846'CONDITION. THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED. HU1846' HU1846'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING HU1846'EXCEPTIONS AND ADDITIONS--REFERENCE MARK NO. 1 IS 106 FEET N OF HU1846'THE NE CORNER OF EDGAR A. JONES GARAGE. THE AZIMUTH MARK IS 17 HU1846'FT. W OF BECKFORK AVENUE AND 100 FT. S OF THE EXTENTION OF WEST HU1846'WASHINGTON ST. HU1846 HU1846 STATION RECOVERY (1972) HU1846 HU1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG) HU1846'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED ON THIS HU1846'DATE. THERE IS A HOUSE AT THE DESCRIBED LOCATION AND THE MARK HU1846'IS EITHER COVERED AND IN-TACT OR DESTROYED DUE TO HOUSE HU1846'CONSTRUCTION. REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE HU1846'RECOVERED IN GOOD CONDITION. HU1846' HU1846'TO REACH THE STATION SITE GO ABOUT 0.1 MILE WEST ALONG WASHINGTON HU1846'STREET FROM THE INTERSECTION OF SOMERSET AVENUE IN PRINCESS ANNE, HU1846'THENCE ABOUT 0.25 MILE SOUTH ALONG BECKFORD AVENUE, THENCE ABOUT HU1846'0.15 MILE WEST ALONG LINDEN AVENUE TO THE EDGAR JONES PROPERTY, HU1846'ANNE RM 1 IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE HU1846'GROUND, 61 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FIRST HU1846'HOUSE NORTH OF THE EDGAR JONES RESIDENCE, 21 FEET EAST OF THE HU1846'EAST SIDE OF THE HOUSE, 14 FEET WEST OF A NORTH-SOUTH FENCE HU1846'BETWEEN A SCHOOL YARD AND THE HOUSE, AND IS STAMPED ANNE NO 1 HU1846'1934. HU1846' HU1846'ANNE RM 3 IS SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH HU1846'ABOVE THE LEVEL OF THE GROUND, ABOUT 86 YARDS NORTH OF THE CENTER HU1846'LINE OF LINDEN AVENUE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER HU1846'OF A GARAGE, 4-1/2 FEET WEST OF A POLE SUPPORTING A TV ANTENNA, HU1846'2-1/2 FEET NORTH OF THE NORTHEAST CORNER OF THE NORTH WING FOR A HU1846'TWO-STORY HOUSE. HU1846' HU1846'TO REACH THE AZIMUTH MARK GO ABOUT 0.15 MILE EAST ALONG LINDEN HU1846'AVENUE, THENCE ABOUT 0.25 MILE NORTH ALONG BECKFORD AVENUE TO THE HU1846'INTERSECTION OF WASHINGTON STREET, ABOUT 0.1 MILE WEST ALONG HU1846'WASHINGTON STREET FROM THE INTERSECTION OF SOMERSET AVENUE, 108 HU1846'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF BECKFORD HU1846'AVENUE AND WASHINGTON STREET, 18-1/2 FEET WEST OF THE CENTER HU1846'LINE OF THE AVENUE, 3 FEET NORTHWEST OF POWER POLE 14A, 1-1/2 HU1846'FEET WEST OF A POWER LINE POLE, 59 FEET SOUTHWEST OF AND HU1846'ACROSS BECKFORD AVENUE FROM THE SOUTHWEST CORNER OF A TWO-STORY HU1846'HOUSE, AND IS STAMPED ANNE 1934 RESET 1956. HU1846' HU1846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HU1846'AT PRINCESS ANNE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0485 *********************************************************************** HU0485 DESIGNATION - ANNE AZ MK RESET 1956 HU0485 PID - HU0485 HU0485 STATE/COUNTY- MD/SOMERSET HU0485 USGS QUAD - PRINCESS ANNE (1975) HU0485 HU0485 *CURRENT SURVEY CONTROL HU0485 ___________________________________________________________________ HU0485* NAD 83(1986)- 38 12 08. (N) 075 41 40. (W) SCALED HU0485* NAVD 88 - 3.979 (meters) 13.05 (feet) ADJUSTED HU0485 ___________________________________________________________________ HU0485 GEOID HEIGHT- -35.98 (meters) GEOID96 HU0485 DYNAMIC HT - 3.977 (meters) 13.05 (feet) COMP HU0485 MODELED GRAV- 979,987.7 (mgal) NAVD 88 HU0485 HU0485 VERT ORDER - FIRST CLASS I HU0485 HU0485 HU0485 HU0485.The horizontal coordinates were scaled from a topographic map and have HU0485.an estimated accuracy of +/- 6 seconds. HU0485 HU0485.The orthometric height was determined by differential leveling HU0485.and adjusted by the National Geodetic Survey in June 1991. HU0485 HU0485.The geoid height was determined by GEOID96. HU0485 HU0485.The dynamic height is computed by dividing the NAVD 88 HU0485.geopotential number by the normal gravity value computed on the HU0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0485.degrees latitude (G = 980.6199 gals.). HU0485 HU0485.The modeled gravity was interpolated from observed gravity values. HU0485 HU0485; North East Units Estimated Accuracy HU0485;SPC MD - 60,270. 514,350. MT (+/- 180 meters Scaled) HU0485 HU0485 SUPERSEDED SURVEY CONTROL HU0485 HU0485* NGVD 29 - 4.234 (meters) 13.89 (feet) ADJUSTED HU0485 HU0485.Superseded values are not recommended for survey control. HU0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0485.See file format.dat to determine how the superseded data were derived. HU0485 HU0485_MARKER: DZ = AZIMUTH MARK DISK HU0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0485_STAMPING: ANNE 1934 RESET 1956 HU0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0485+STABILITY: SURFACE MOTION HU0485 HU0485 HISTORY - Date Condition Recov. By HU0485 HISTORY - 1956 MONUMENTED CGS HU0485 HISTORY - 1972 GOOD NGS HU0485 HU0485 STATION DESCRIPTION HU0485 HU0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0485'AT PRINCESS ANNE. HU0485'AT PRINCESS ANNE, 0.1 MILE WEST ALONG WASHINGTON STREET FROM THE HU0485'INTERSECTION OF SOMERSET AVENUE, NEAR THE INTERSECTION OF BECKFORD HU0485'AVENUE AND WASHINGTON STREET, 108 FEET SOUTHEAST OF THE CENTER OF HU0485'THE INTERSECTION, 18 1/2 FEET WEST OF THE CENTER LINE OF BECKFORD HU0485'AVENUE, 3 FEET NORTHWEST OF POWER LINE POLE NO. 14A, 1 1/2 FEET HU0485'WEST OF A POWER LINE POLE, 59.6 SOUTHWEST OF AND ACROSS THE AVENUE HU0485'FROM THE SOUTHWEST CORNER OF A TWO-STORY HOUSE, 2 1/2 FEET NORTH HU0485'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND SET HU0485'IN THE TOP OF A CONCRETE POST ONE INCH BELOW THE LEVEL OF THE HU0485'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0487 *********************************************************************** HU0487 DESIGNATION - ANNE RM 1 HU0487 PID - HU0487 HU0487 STATE/COUNTY- MD/SOMERSET HU0487 USGS QUAD - PRINCESS ANNE (1975) HU0487 HU0487 *CURRENT SURVEY CONTROL HU0487 ___________________________________________________________________ HU0487* NAD 83(1986)- 38 11 55. (N) 075 41 47. (W) SCALED HU0487* NAVD 88 - 4.633 (meters) 15.20 (feet) ADJUSTED HU0487 ___________________________________________________________________ HU0487 GEOID HEIGHT- -35.98 (meters) GEOID96 HU0487 DYNAMIC HT - 4.630 (meters) 15.19 (feet) COMP HU0487 MODELED GRAV- 979,987.3 (mgal) NAVD 88 HU0487 HU0487 VERT ORDER - FIRST CLASS I HU0487 HU0487 HU0487 HU0487.The horizontal coordinates were scaled from a topographic map and have HU0487.an estimated accuracy of +/- 6 seconds. HU0487 HU0487.The orthometric height was determined by differential leveling HU0487.and adjusted by the National Geodetic Survey in June 1991. HU0487 HU0487.The geoid height was determined by GEOID96. HU0487 HU0487.The dynamic height is computed by dividing the NAVD 88 HU0487.geopotential number by the normal gravity value computed on the HU0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0487.degrees latitude (G = 980.6199 gals.). HU0487 HU0487.The modeled gravity was interpolated from observed gravity values. HU0487 HU0487; North East Units Estimated Accuracy HU0487;SPC MD - 59,860. 514,190. MT (+/- 180 meters Scaled) HU0487 HU0487 SUPERSEDED SURVEY CONTROL HU0487 HU0487* NGVD 29 - 4.887 (meters) 16.03 (feet) ADJUSTED HU0487 HU0487.Superseded values are not recommended for survey control. HU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0487.See file format.dat to determine how the superseded data were derived. HU0487 HU0487_MARKER: DR = REFERENCE MARK DISK HU0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0487_STAMPING: ANNE NO 1 1934 HU0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0487+STABILITY: SURFACE MOTION HU0487 HU0487 HISTORY - Date Condition Recov. By HU0487 HISTORY - 1934 MONUMENTED CGS HU0487 HISTORY - 1972 GOOD NGS HU0487 HU0487 STATION DESCRIPTION HU0487 HU0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0487'0.5 MI SW FROM PRINCESS ANNE. HU0487'ABOUT 0.1 MILE WEST ALONG WASHINGTON STREET FROM THE INTERSECTION HU0487'OF SOMERSET AVENUE AT PRINCESS ANNE, THENCE 0.25 MILE SOUTH ALONG HU0487'BECKFORD AVENUE, THENCE 0.15 MILE WEST ALONG LINDEN AVENUE, NEAR HU0487'THE NORTHEAST CORNER OF A BRICK HOUSE, NEAR THE FIRST HOUSE NORTH HU0487'OF THE RESIDENCE OF MR. EDGAR JONES RESIDENCE, 61 FEET NORTHEAST HU0487'OF THE SOUTHEAST CORNER OF THE HOUSE, 25.6 FEET SOUTHEAST OF THE HU0487'MOST NORTHEAST CORNER OF THE HOUSE, 21 FEET EAST OF THE EAST SIDE HU0487'OF THE HOUSE, 14 FEET WEST OF A NORTH-SOUTH FENCE BETWEEN A SCHOOL HU0487'YARD AND THE HOUSE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH HU0487'THE LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0486 *********************************************************************** HU0486 DESIGNATION - ANNE RM 3 HU0486 PID - HU0486 HU0486 STATE/COUNTY- MD/SOMERSET HU0486 USGS QUAD - PRINCESS ANNE (1975) HU0486 HU0486 *CURRENT SURVEY CONTROL HU0486 ___________________________________________________________________ HU0486* NAD 83(1986)- 38 11 55. (N) 075 41 47. (W) SCALED HU0486* NAVD 88 - 4.599 (meters) 15.09 (feet) ADJUSTED HU0486 ___________________________________________________________________ HU0486 GEOID HEIGHT- -35.98 (meters) GEOID96 HU0486 DYNAMIC HT - 4.596 (meters) 15.08 (feet) COMP HU0486 MODELED GRAV- 979,987.3 (mgal) NAVD 88 HU0486 HU0486 VERT ORDER - FIRST CLASS I HU0486 HU0486 HU0486 HU0486.The horizontal coordinates were scaled from a topographic map and have HU0486.an estimated accuracy of +/- 6 seconds. HU0486 HU0486.The orthometric height was determined by differential leveling HU0486.and adjusted by the National Geodetic Survey in June 1991. HU0486 HU0486.The geoid height was determined by GEOID96. HU0486 HU0486.The dynamic height is computed by dividing the NAVD 88 HU0486.geopotential number by the normal gravity value computed on the HU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0486.degrees latitude (G = 980.6199 gals.). HU0486 HU0486.The modeled gravity was interpolated from observed gravity values. HU0486 HU0486; North East Units Estimated Accuracy HU0486;SPC MD - 59,860. 514,190. MT (+/- 180 meters Scaled) HU0486 HU0486 SUPERSEDED SURVEY CONTROL HU0486 HU0486* NGVD 29 - 4.852 (meters) 15.92 (feet) ADJUSTED HU0486 HU0486.Superseded values are not recommended for survey control. HU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0486.See file format.dat to determine how the superseded data were derived. HU0486 HU0486_MARKER: DR = REFERENCE MARK DISK HU0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0486_STAMPING: ANNE NO 3 1934 HU0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0486+STABILITY: SURFACE MOTION HU0486 HU0486 HISTORY - Date Condition Recov. By HU0486 HISTORY - 1934 MONUMENTED CGS HU0486 HISTORY - 1972 GOOD NGS HU0486 HU0486 STATION DESCRIPTION HU0486 HU0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0486'0.5 MI SW FROM PRINCESS ANNE. HU0486'ABOUT 0.1 MILE WEST ALONG WASHINGTON STREET FROM THE INTERSECTION HU0486'OF SOMERSET AVENUE AT PRINCESS ANNE, THENCE 0.25 MILE SOUTH ALONG HU0486'BECKFORD AVENUE, THENCE 0.15 MILE WEST ALONG LINDEN AVENUE, ON HU0486'THE PROPERTY OF MR. EDGAR JONES, 86 YARDS NORTH OF THE CENTER LINE HU0486'OF LINDEN AVENUE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HU0486'GARAGE, 4 1/2 FEET WEST OF A POLE SUPPORTING AN ANTENNA, 2 1/2 HU0486'FEET NORTH OF THE NORTHEAST CORNER OF THE NORTH WING OF A TWO HU0486'STORY HOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 HU0486'INCH ABOVE THE LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0604 *********************************************************************** HU0604 DESIGNATION - B 106 HU0604 PID - HU0604 HU0604 STATE/COUNTY- MD/SOMERSET HU0604 USGS QUAD - MARION (1975) HU0604 HU0604 *CURRENT SURVEY CONTROL HU0604 ___________________________________________________________________ HU0604* NAD 83(1986)- 38 01 17. (N) 075 47 54. (W) SCALED HU0604* NAVD 88 - 2.199 (meters) 7.21 (feet) ADJUSTED HU0604 ___________________________________________________________________ HU0604 GEOID HEIGHT- -36.08 (meters) GEOID96 HU0604 DYNAMIC HT - 2.198 (meters) 7.21 (feet) COMP HU0604 MODELED GRAV- 979,975.3 (mgal) NAVD 88 HU0604 HU0604 VERT ORDER - FIRST CLASS I HU0604 HU0604 HU0604 HU0604.The horizontal coordinates were scaled from a topographic map and have HU0604.an estimated accuracy of +/- 6 seconds. HU0604 HU0604.The orthometric height was determined by differential leveling HU0604.and adjusted by the National Geodetic Survey in June 1991. HU0604 HU0604.The geoid height was determined by GEOID96. HU0604 HU0604.The dynamic height is computed by dividing the NAVD 88 HU0604.geopotential number by the normal gravity value computed on the HU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0604.degrees latitude (G = 980.6199 gals.). HU0604 HU0604.The modeled gravity was interpolated from observed gravity values. HU0604 HU0604; North East Units Estimated Accuracy HU0604;SPC MD - 40,070. 505,520. MT (+/- 180 meters Scaled) HU0604 HU0604 SUPERSEDED SURVEY CONTROL HU0604 HU0604* NGVD 29 - 2.452 (meters) 8.04 (feet) ADJUSTED HU0604 HU0604.Superseded values are not recommended for survey control. HU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0604.See file format.dat to determine how the superseded data were derived. HU0604 HU0604_MARKER: DB = BENCH MARK DISK HU0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0604_STAMPING: B 106 1963 HU0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0604+STABILITY: SURFACE MOTION HU0604 HU0604 HISTORY - Date Condition Recov. By HU0604 HISTORY - 1963 MONUMENTED CGS HU0604 HU0604 STATION DESCRIPTION HU0604 HU0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0604'1.9 MI SW FROM MARION. HU0604'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 413 FROM THE PENNSYLVANIA HU0604'RAILROAD STATION AT MARION, ABOUT 0.15 MILE NORTHEAST OF A DIRT HU0604'ROAD INTERSECTION LEADING NORTHWEST AND SOUTHEAST, 35 FEET HU0604'NORTHWEST OF CENTER LINE OF HIGHWAY, 219.5 FEET NORTH AND ACROSS HU0604'HIGHWAY FROM MILEPOST 12, 4 FEET NORTHEAST OF POWER POLE SC665, HU0604'1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF HU0604'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 HU0604'INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1858 *********************************************************************** HU1858 DESIGNATION - BALL MSFC 1907 HU1858 PID - HU1858 HU1858 STATE/COUNTY- MD/SOMERSET HU1858 USGS QUAD - MONIE (1975) HU1858 HU1858 *CURRENT SURVEY CONTROL HU1858 ___________________________________________________________________ HU1858* NAD 83(1991)- 38 14 25.83229(N) 075 50 56.75015(W) ADJUSTED HU1858* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1858 ___________________________________________________________________ HU1858 LAPLACE CORR- -1.91 (seconds) DEFLEC96 HU1858 GEOID HEIGHT- -35.79 (meters) GEOID96 HU1858 HU1858 HORZ ORDER - THIRD HU1858 HU1858 HU1858 HU1858.The horizontal coordinates were established by classical geodetic methods HU1858.and adjusted by the National Geodetic Survey in January 1992. HU1858 HU1858.The orthometric height was scaled from a topographic map. HU1858 HU1858.The Laplace correction was computed from DEFLEC96 derived deflections. HU1858 HU1858.The geoid height was determined by GEOID96. HU1858 HU1858; North East Units Scale Converg. HU1858;SPC MD - 211,070.27 1,642,890.46 sFT 1.00001088 +0 43 20.4 HU1858;SPC MD - 64,334.347 500,754.014 MT 1.00001088 +0 43 20.4 HU1858;UTM 18 - 4,232,841.342 425,695.014 MT 0.99966800 -0 31 32.1 HU1858 HU1858: Primary Azimuth Mark Grid Az HU1858:SPC MD - WIND MSFC 1907 232 09 25.1 HU1858:UTM 18 - WIND MSFC 1907 233 24 17.6 HU1858 HU1858|---------------------------------------------------------------------| HU1858| PID Reference Object Distance Geod. Az | HU1858| dddmmss.s | HU1858| HU1853 WIND MSFC 1907 APPROX. 1.4 KM 2325245.5 | HU1858|---------------------------------------------------------------------| HU1858 HU1858 SUPERSEDED SURVEY CONTROL HU1858 HU1858 NAD 83(1986)- 38 14 25.83092(N) 075 50 56.77231(W) ADJUSTED HU1858 NAD 27 - 38 14 25.38800(N) 075 50 58.01400(W) ADJUSTED HU1858 HU1858.Superseded values are not recommended for survey control. HU1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1858.See file format.dat to determine how the superseded data were derived. HU1858 HU1858_MARKER: H = DRILL HOLE HU1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU1858+STABILITY: SURFACE MOTION HU1858 HU1858 HISTORY - Date Condition Recov. By HU1858 HISTORY - 1907 MONUMENTED MDSFC HU1858 HISTORY - 1932 MARK NOT FOUND CGS HU1858 HU1858 STATION DESCRIPTION HU1858 HU1858'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1858'STATION IS ON THE SE SHORE OF WICOMICO RIVER, ABOUT 1 MILE NE OF HU1858'WINGATE POINT, ON A SAND AND GRASS POINT MAKING OUT ABOUT 100 YARDS HU1858'W OF A SAND BLUFF. A SMALL CREEK EMPTIES INTO THE RIVER ABOUT HU1858'10 YARDS TO THE E, AND THREE POPLARS STAND ABOUT 100 YARDS TO THE HU1858'S. THE EXTREME NORTHERN END OF THE POINT IS ABOUT 35 YARDS FROM HU1858'THE STATION, AND WESTERN SIDE IS ABOUT 10 YARDS DISTANT. HU1858'STATION MARK IS MARKED BY A HOLE IN THE CENTER OF THE TOP OF A HU1858'MARYLAND SHELL FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE HU1858'CONCRETE POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 HU1858'INCHES. THE LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN HU1858'TOP OF POST. DISTANCES AND BEARINGS TO VARIOUS POINTS OF HU1858'REFERENCE ARE AS FOLLOWS--CHIMNEY ON WHITE HOUSE, 1/4 MILE, S 16 HU1858'DEG 31 MIN E. THIRD POPLAR, 100 YARDS, S 09 DEG 01 MIN W. CHIMNEY OF HU1858'BROWN HOUSE, 1/2 MILE, S 48 DEG 24 MIN W. MIDDLE ONE OF FIVE HU1858'PINES, 100 YARDS, N 87 DEG 06 MIN E. CHIMNEY ON JOHN WITHLOCKS HU1858'HOUSE, 100 YARDS S 62 DEG 06 MIN E. LEFT END OF PINE WOODS, 1/2 HU1858'MILE, S 54 DEG 30 MIN E. RIGHT END OF PINE WOODS, 1/2 MILE, HU1858'S 34 DEG 59 MIN E. HU1858 HU1858 STATION RECOVERY (1932) HU1858 HU1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EHB) HU1858'NO TRACE OF THE CENTER MARK WAS FOUND AFTER THOROUGH SEARCH AND HU1858'DIGGING. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1859 *********************************************************************** HU1859 DESIGNATION - BALLARD HU1859 PID - HU1859 HU1859 STATE/COUNTY- MD/SOMERSET HU1859 USGS QUAD - MONIE (1975) HU1859 HU1859 *CURRENT SURVEY CONTROL HU1859 ___________________________________________________________________ HU1859* NAD 83(1993)- 38 14 26.75357(N) 075 50 55.11963(W) ADJUSTED HU1859* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1859 ___________________________________________________________________ HU1859 LAPLACE CORR- -1.90 (seconds) DEFLEC96 HU1859 GEOID HEIGHT- -35.79 (meters) GEOID96 HU1859 HU1859 HORZ ORDER - THIRD HU1859 HU1859 HU1859 HU1859.The horizontal coordinates were established by classical geodetic methods HU1859.and adjusted by the National Geodetic Survey in November 1994. HU1859 HU1859.The orthometric height was scaled from a topographic map. HU1859 HU1859.The Laplace correction was computed from DEFLEC96 derived deflections. HU1859 HU1859.The geoid height was determined by GEOID96. HU1859 HU1859; North East Units Scale Converg. HU1859;SPC MD - 211,165.10 1,643,019.36 sFT 1.00001083 +0 43 21.5 HU1859;SPC MD - 64,363.252 500,793.304 MT 1.00001083 +0 43 21.5 HU1859;UTM 18 - 4,232,869.375 425,734.910 MT 0.99966792 -0 31 31.1 HU1859 HU1859 SUPERSEDED SURVEY CONTROL HU1859 HU1859 NAD 83(1986)- 38 14 26.75385(N) 075 50 55.13866(W) ADJUSTED HU1859 NAD 27 - 38 14 26.31600(N) 075 50 56.42500(W) ADJUSTED HU1859 HU1859.Superseded values are not recommended for survey control. HU1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1859.See file format.dat to determine how the superseded data were derived. HU1859 HU1859_MARKER: 61 = POLE HU1859 HU1859 HISTORY - Date Condition Recov. By HU1859 HISTORY - 1901 FIRST OBSERVED CGS HU1859 HISTORY - 1932 MARK NOT FOUND CGS HU1859 HU1859 STATION DESCRIPTION HU1859 HU1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (WIV) HU1859'STATION IS ON THE SOUTHERN SIDE OF WICOMICO RIVER, ABOUT 1 MILE HU1859'NE OF WINGATE POINT. MARKED ONLY BY A BRACED POLE. HU1859 HU1859 STATION RECOVERY (1932) HU1859 HU1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EHB) HU1859'THIS STATION IS LOST. NO TRACE WAS FOUND AFTER A THOROUGH SEARCH. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HV6486 *********************************************************************** HV6486 DESIGNATION - BANKS 1942 HV6486 PID - HV6486 HV6486 STATE/COUNTY- MD/SOMERSET HV6486 USGS QUAD - BLOODSWORTH ISLAND (1975) HV6486 HV6486 *CURRENT SURVEY CONTROL HV6486 ___________________________________________________________________ HV6486* NAD 83(1991)- 38 08 02.21044(N) 076 01 16.97078(W) ADJUSTED HV6486* NAVD 88 - 1. (meters) 3. (feet) SCALED HV6486 ___________________________________________________________________ HV6486 LAPLACE CORR- -1.81 (seconds) DEFLEC96 HV6486 GEOID HEIGHT- -35.74 (meters) GEOID96 HV6486 HV6486 HORZ ORDER - THIRD HV6486 HV6486 HV6486 HV6486.The horizontal coordinates were established by classical geodetic methods HV6486.and adjusted by the National Geodetic Survey in January 1992. HV6486 HV6486.The orthometric height was scaled from a topographic map. HV6486 HV6486.The Laplace correction was computed from DEFLEC96 derived deflections. HV6486 HV6486.The geoid height was determined by GEOID96. HV6486 HV6486; North East Units Scale Converg. HV6486;SPC MD - 171,687.69 1,593,826.04 sFT 1.00003304 +0 36 51.2 HV6486;SPC MD - 52,330.512 485,799.148 MT 1.00003304 +0 36 51.2 HV6486;UTM 18 - 4,221,169.625 410,487.714 MT 0.99969868 -0 37 50.7 HV6486 HV6486 SUPERSEDED SURVEY CONTROL HV6486 HV6486 NAD 83(1986)- 38 08 02.21021(N) 076 01 16.98974(W) ADJUSTED HV6486 NAD 27 - 38 08 01.77800(N) 076 01 18.23400(W) ADJUSTED HV6486 HV6486.Superseded values are not recommended for survey control. HV6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV6486.See file format.dat to determine how the superseded data were derived. HV6486 HV6486_MARKER: DD = SURVEY DISK HV6486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HV6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV6486+STABILITY: SURFACE MOTION HV6486 HV6486 HISTORY - Date Condition Recov. By HV6486 HISTORY - 1942 MONUMENTED CGS HV6486 HISTORY - 1950 GOOD CGS HV6486 HISTORY - 1963 GOOD LOCENG HV6486 HISTORY - 1965 GOOD LOCENG HV6486 HISTORY - 1981 MARK NOT FOUND MDDNR HV6486 HV6486 STATION DESCRIPTION HV6486 HV6486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP) HV6486'LOCATED ON THE N SHORE OF SOUTH MARSH ISLAND, ABOUT 1/4 MILE SE HV6486'OF A SMALL ISLAND KNOWN AS DEEP BANKS ISLAND. HV6486' HV6486'STATION MARK IS A BRONZE HYDROGRAPHIC-STATION DISK SET IN A HV6486'LENGTH OF 5-INCH STOVE PIPE SET IN A 12-INCH ROUND CONCRETE HV6486'MONUMENT. IT IS STAMPED BANKS 1942 AND PROJECTS ABOUT 5 INCHES HV6486'ABOVE THE GROUND. HV6486 HV6486 STATION RECOVERY (1950) HV6486 HV6486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JB) HV6486'STATION WAS RECOVERED IN GOOD CONDITION FROM TOPOGRAPHY OF A HV6486'BOAT SHEET. A DESCRIPTION OF THE STATION WAS NOT AVAILABLE. HV6486' HV6486'STATION IS ON THE N PART OF SOUTH MARSH ISLAND, 400 YARDS SE HV6486'OF DEEP BANKS ISLAND. MARK IS A STANDARD DISK, STAMPED BANKS HV6486'1942, AND SET IN A ROUNDED CONCRETE POST PROJECTING ABOUT 6 HV6486'INCHES ABOVE THE GROUND IN A SMALL BARE AREA. HV6486' HV6486'BANKS IS SHOWN AS AN INTERSECTION STATION ON THE TRIANGULATION HV6486'DIAGRAM, APRIL 1948, CHESAPEAKE BAY, SMITH POINT TO COVE POINT. HV6486 HV6486 STATION RECOVERY (1963) HV6486 HV6486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 HV6486'RECOVERED BY MDDCBA. HV6486' HV6486'STATION WAS RECOVERED IN EXCELLENT CONDITION. HV6486' HV6486'DESCRIPTION SHOULD BE CHANGED BY DELETING 1/4 MILE SE OF A HV6486'SMALL ISLAND KNOWN AS DEEP BANKS ISLAND. THIS ISLAND NO LONGER HV6486'EXISTS. HV6486 HV6486 STATION RECOVERY (1965) HV6486 HV6486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (GEH) HV6486'RECOVERED BY MDDCBA. HV6486' HV6486'STATION FOUND IN GOOD CONDITION. DESCRIPTION O.K. HV6486' HV6486'DEPT. C.B.A. MAINTAINS SMALL WOODEN SIGNAL OVER STATION. HV6486 HV6486 STATION RECOVERY (1981) HV6486 HV6486'RECOVERY NOTE BY MD DEPT OF NAT RES 1981 (LW) HV6486'STATION NOT FOUND. HV6486' HV6486'SEXTANT ANGLES PUT THIS STATION IN THE WATER. HV6486' HV6486'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI W DEALS IS. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1892 *********************************************************************** HU1892 DESIGNATION - BAR HU1892 PID - HU1892 HU1892 STATE/COUNTY- MD/SOMERSET HU1892 USGS QUAD - DEAL ISLAND (1975) HU1892 HU1892 *CURRENT SURVEY CONTROL HU1892 ___________________________________________________________________ HU1892* NAD 83(1993)- 38 08 28.70856(N) 075 57 33.07820(W) ADJUSTED HU1892* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1892 ___________________________________________________________________ HU1892 LAPLACE CORR- -1.89 (seconds) DEFLEC96 HU1892 GEOID HEIGHT- -35.79 (meters) GEOID96 HU1892 HU1892 HORZ ORDER - THIRD HU1892 HU1892 HU1892 HU1892.The horizontal coordinates were established by classical geodetic methods HU1892.and adjusted by the National Geodetic Survey in November 1994. HU1892 HU1892.The orthometric height was scaled from a topographic map. HU1892 HU1892.The Laplace correction was computed from DEFLEC96 derived deflections. HU1892 HU1892.The geoid height was determined by GEOID96. HU1892 HU1892; North East Units Scale Converg. HU1892;SPC MD - 174,565.97 1,611,683.91 sFT 1.00003140 +0 39 11.7 HU1892;SPC MD - 53,207.814 491,242.239 MT 1.00003140 +0 39 11.7 HU1892;UTM 18 - 4,221,928.166 415,946.732 MT 0.99968701 -0 35 32.8 HU1892 HU1892: Primary Azimuth Mark Grid Az HU1892:SPC MD - JOSHUA 160 13 26.8 HU1892:UTM 18 - JOSHUA 161 28 11.3 HU1892 HU1892|---------------------------------------------------------------------| HU1892| PID Reference Object Distance Geod. Az | HU1892| dddmmss.s | HU1892| HU1890 DEAL ISLAND CHURCH SPIRE APPROX. 1.8 KM 0312252.3 | HU1892| BAR RM 6.090 METERS 08730 | HU1892| HU1887 JOSHUA APPROX. 2.9 KM 1605238.5 | HU1892|---------------------------------------------------------------------| HU1892 HU1892 SUPERSEDED SURVEY CONTROL HU1892 HU1892 NAD 83(1986)- 38 08 28.70808(N) 075 57 33.09785(W) ADJUSTED HU1892 NAD 27 - 38 08 28.26600(N) 075 57 34.33100(W) ADJUSTED HU1892 HU1892.Superseded values are not recommended for survey control. HU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1892.See file format.dat to determine how the superseded data were derived. HU1892 HU1892_MARKER: N = NAIL HU1892_SETTING: 0 = UNSPECIFIED SETTING HU1892 HU1892 HISTORY - Date Condition Recov. By HU1892 HISTORY - 1907 MONUMENTED MDSFC HU1892 HISTORY - 1942 MARK NOT FOUND CGS HU1892 HU1892 STATION DESCRIPTION HU1892 HU1892'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1892'STATION IS ON THE EASTERN SHORE OF TANGIER SOUND, ON THE WESTERN HU1892'SIDE OF DEAL ISLAND, ABOUT 1 MILE NW OF ENTRANCE TO LOWER HU1892'THOROUGHFARE AND 1/2 MILE S OF MIDDLE CREEK. IT IS ABOUT 10 YARDS HU1892'E OF HIGH-WATER MARK, ON SAND AND GRASSLAND BACK OF SANDY HU1892'BEACH. THE FIRST OF MANY TREE STUMPS WHICH ARE SUBMERGED AT HU1892'HIGH WATER COMMENCE ABOUT 100 YARDS TO THE N OF THE STATION, AND HU1892'CAT-TAILS GROW ABUNDANTLY BACK OF STATION. CENTER MARK IS A HU1892'NAIL IN PINE STUB FLUSH WITH THE GROUND. REFERENCE MARK IS HU1892'MARKED BY A HOLE IN THE CENTER OF THE TOP OF A MARYLAND SHELL HU1892'FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE CONCRETE POST HU1892'2 FEET LONG, WITH TOP PROJECTING ABOUT 4 INCHES. THE LETTERS HU1892'M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN TOP OF POST. IT HU1892'IS 6.09 METERS (19.98 FEET) FROM THE STATION, HU1892'N 87 DEG 30 MIN E. OTHER DISTANCES AND BEARINGS ARE AS HU1892'FOLLOWS--FLAGPOLE ON LARGE BUILDING ON DEAL ISLAND WHARF, 2 HU1892'MILES, N 09 DEG 05 MIN E. MIDDLE CHIMNEY OF LARGE GRAY HU1892'BUILDING, 1 MILE, N 18 DEG 01 MIN E. CHIMNEY ON WHITE HOUSE, HU1892'400 YARDS, N 40 DEG 14 MIN E. MIDDLE CHIMNEY ON RED-ROOF HU1892'WHITE HOUSE, 3/8 MILE, N 60 DEG 11 MIN E. CHIMNEY ON WHITE HU1892'HOUSE, 400 YARDS, S 80 DEG 57 MIN E. CHIMNEY ON DARK-GRAY HU1892'HOUSE, 300 YARDS, S 37 DEG 43 MIN E. RIGHT CHIMNEY ON WHITE HU1892'FOUR-GABLED HOUSE WITH RED ROOF, 1/2 MILE, S 23 DEG 01 MIN E. HU1892 HU1892 STATION RECOVERY (1942) HU1892 HU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1892'THE VICINITY OF THIS STATION WAS VISITED BUT THE STATION WAS NOT HU1892'RECOVERED. THE FORMER LOCATION OF THE STATION WAS POINTED OUT HU1892'BY JOHN PARKINSON, A LIFETIME RESIDENT ON THE ISLAND, AND JAMES HU1892'WHITE, A RESIDENT ON THE ISLAND FOR 40 YEARS. THEY RECALL THE HU1892'ESTABLISHMENT OF THE STATION, AND KNEW OF ITS DEFINITE HU1892'LOCATION. THEY CLAIM THE SHORELINE HAS RECEDED CONSIDERABLY HU1892'(SINCE THE ESTABLISHMENT OF THE STATION) AND BEYOND THE POINT HU1892'OF LOCATION. HU1892' HU1892'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1842 *********************************************************************** HU1842 DESIGNATION - BELL HU1842 PID - HU1842 HU1842 STATE/COUNTY- MD/SOMERSET HU1842 USGS QUAD - KINGSTON (1975) HU1842 HU1842 *CURRENT SURVEY CONTROL HU1842 ___________________________________________________________________ HU1842* NAD 83(1993)- 38 00 51.80707(N) 075 39 19.44584(W) ADJUSTED HU1842* NAVD 88 - 2.09 (+/-2cm) 6.9 (feet) VERTCON HU1842 ___________________________________________________________________ HU1842 LAPLACE CORR- -2.20 (seconds) DEFLEC96 HU1842 GEOID HEIGHT- -36.25 (meters) GEOID96 HU1842 HU1842 HORZ ORDER - FIRST HU1842 VERT ORDER - THIRD ? (See Below) HU1842 HU1842 HU1842 HU1842.The horizontal coordinates were established by classical geodetic methods HU1842.and adjusted by the National Geodetic Survey in November 1994. HU1842 HU1842.The NAVD 88 height was computed by applying the VERTCON shift value to HU1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HU1842.The vertical order pertains to the superseded datum. HU1842 HU1842.The Laplace correction was computed from DEFLEC96 derived deflections. HU1842 HU1842.The geoid height was determined by GEOID96. HU1842 HU1842; North East Units Scale Converg. HU1842;SPC MD - 129,491.53 1,699,731.99 sFT 1.00006195 +0 50 38.1 HU1842;SPC MD - 39,469.096 518,079.347 MT 1.00006195 +0 50 38.1 HU1842;SPC VA S - 1,190,326.110 3,749,763.707 MT 1.00000906 +1 43 35.2 HU1842;UTM 18 - 4,207,614.370 442,468.429 MT 0.99964076 -0 24 13.1 HU1842 HU1842: Primary Azimuth Mark Grid Az HU1842:SPC MD - BELL AZ MK 126 56 10.6 HU1842:SPC VA S - BELL AZ MK 126 03 13.5 HU1842:UTM 18 - BELL AZ MK 128 11 01.8 HU1842 HU1842|---------------------------------------------------------------------| HU1842| PID Reference Object Distance Geod. Az | HU1842| dddmmss.s | HU1842| HU2765 BELL RM 1 43.193 METERS 12014 | HU1842| HU2739 BELL AZ MK 2 APPROX. 0.7 KM 1273236.1 | HU1842| HU2776 BELL AZ MK 1274648.7 | HU1842| HU2775 BELL RM 2 41.148 METERS 23912 | HU1842|---------------------------------------------------------------------| HU1842 HU1842 SUPERSEDED SURVEY CONTROL HU1842 HU1842 NAD 83(1986)- 38 00 51.80581(N) 075 39 19.47678(W) ADJUSTED HU1842 NAD 27 - 38 00 51.36100(N) 075 39 20.73600(W) ADJUSTED HU1842* NGVD 29 - 2.34 (meters) 7.7 (feet) LEVELING HU1842 HU1842.Superseded values are not recommended for survey control. HU1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1842.See file format.dat to determine how the superseded data were derived. HU1842 HU1842_MARKER: DS = TRIANGULATION STATION DISK HU1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1842_STAMPING: BELL 1942 HU1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU1842+STABILITY: SURFACE MOTION HU1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HU1842+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1988 HU1842 HU1842 HISTORY - Date Condition Recov. By HU1842 HISTORY - 1942 MONUMENTED CGS HU1842 HISTORY - 1942 GOOD CGS HU1842 HISTORY - 1984 GOOD MDDNR HU1842 HISTORY - 19881013 GOOD NGS HU1842 HU1842 STATION DESCRIPTION HU1842 HU1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL) HU1842'STATION IS LOCATED ABOUT 6 MILES (AIR LINE) SW OF POCOMOKE CITY HU1842'ON LAND OWNED BY O.A. BELL. IT IS ON A TRIANGULAR PLOT OF GROUND HU1842'FORMED BY 3 ROADS. IT IS 33 FEET SW OF ROAD LEADING TO THE HOUSE, HU1842'45 FEET N OF THE CENTER OF THE MAIN ROAD, 59 FEET SE OF A POWER HU1842'LINE POLE. IT IS STAMPED BELL 1942 AND PROJECTS 5 INCHES. HU1842' HU1842'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD HU1842'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. HU1842' HU1842'REFERENCE MARK NO.1 IS SE OF THE STATION, 55 FEET N OF A 40-INCH HU1842'CEDAR TREE, 30 FEET S OF A T-ROAD INTERSECTION. IT IS STAMPED HU1842'BELL NO.1 1942 AND PROJECTS 6 INCHES. HU1842' HU1842'REFERENCE MARK NO.2 IS SW OF THE STATION, 17 FEET S OF THE CENTER HU1842'OF A SAND ROAD, IN AN OLD FENCE LINE, WITNESSED BY A 4- BY 4-INCH HU1842'WHITE POST AND IS STAMPED BELL NO.2 1942 AND PROJECTS 5 INCHES. HU1842' HU1842'THE AZIMUTH MARK IS 0.4 MILE NE OF THE STATION, 25 FEET NE OF HU1842'THE CENTER OF A SANDY ROAD, 5 FEET NW OF A SMALL DRAINAGE HU1842'DITCH. WITNESSED BY A 4- BY 4-INCH WHITE POST AND IS STAMPED HU1842'BELL 1942 AND PROJECTS 8 INCHES. HU1842' HU1842'TO REACH THE STATION FROM THE POST OFFICE IN POCOMOKE CITY, HU1842'FOLLOW U.S. HIGHWAY 13 N FOR 1.9 MILES TO A DIRT ROAD LEFT, TURN HU1842'LEFT, AND GO 0.6 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.85 MILE, HU1842'TURN RIGHT AND GO 0.25 MILE TO A FORKS, TAKE LEFT FORK AND GO 2.2 HU1842'MILES, BEAR LEFT AND GO 0.95 MILE, KEEP LEFT AND GO 0.45 MILE HU1842'TO THE SMALL VILLAGE OF REHOBETH, TAKE THE RIGHT FORK AND GO HU1842'0.25 MILE TO A CHURCH, TAKE THE LEFT FORK AND GO 1.0 MILE, TAKE HU1842'LEFT FORK AND GO 1.3 MILES TO O.A. BELLS HOUSE AND STATION ON HU1842'THE LEFT. HU1842' HU1842'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT COLBOURNE. HU1842' HU1842'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT SMULLEN. HU1842' HU1842'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT HOLT. HU1842 HU1842 STATION RECOVERY (1942) HU1842 HU1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 HU1842'RECOVERED IN GOOD CONDITION. HU1842 HU1842 STATION RECOVERY (1984) HU1842 HU1842'RECOVERY NOTE BY MD DEPT OF NAT RES 1984 (LW) HU1842'BELL 1942 IN GOOD CONDITION, IN WOODS BETWEEN SHELLTOWN RD AND A HU1842'DIRT ROAD, 1 FOOT S OF A W.P. HU1842' HU1842'BELL NO 1 1942 IN GOOD CONDITION ON TURN OF ROAD (PAVED) PROJECTS HU1842'24 INCHES. HU1842 HU1842 STATION RECOVERY (1988) HU1842 HU1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HU1842'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD HU1842'CONDITION. REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED HU1842'AND THE DISKS WERE SALVAGED. A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT HU1842'THIS DATE. A DIFFERENCE IN DIRECTION AND DISTANCE OF -1 MINUTE 38 HU1842'SECONDS AND -0.012 METER WAS NOTED TO REFERENCE MARK 1. THE REASON HU1842'FOR THE DISCREPANCY COULD NOT BE DETERMINED. HU1842'THE MARK IS LOCATED ABOUT 10.15 KM (6.30 MI) SOUTHWEST OF POCOMOKE AND HU1842'2.9 KM (1.80 MI) SOUTH-SOUTHEAST OF REHOBETH. OWNERSHIP--KENNETH HU1842'BELL, RD 1 BOX 152, MARION, MD. 21838. PHONE (301) 957-3469. HU1842'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE HU1842'HIGHWAY 667, GO SOUTHWEST ON STATE HIGHWAY 667 FOR 7.7 KM (4.80 MI) TO HU1842'A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON VESSEY ROAD FOR 0.7 KM HU1842'(0.45 MI) TO A FORK. BEAR RIGHT AND GO WEST ON VESSEY ROAD FOR 0.4 KM HU1842'(0.25 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON SHELLTOWN HU1842'ROAD FOR 1.7 KM (1.05 MI) TO A FORK. BEAR LEFT AND GO SOUTHWEST ON HU1842'SHELLTOWN ROAD FOR 2.1 KM (1.30 MI) TO A SHARP CURVE TO THE RIGHT AND HU1842'THE MARK ON THE LEFT IN A POINT OF WOODS. HU1842'THE MARK IS SET IN THE TOP OF A 0.3 M (1.0 FT) SQUARE CONCRETE POST HU1842'PROJECTING 0.15 M (0.5 FT) ABOVE THE GROUND. IT IS 36.0 M (118.1 FT) HU1842'WEST-NORTHWEST OF A POWER TRANSFORMER BOX, 21.1 M (69.2 FT) NORTHWEST HU1842'OF C AND P TELEPHONE PEDESTAL NUMBER 163, 13.1 M (43.0 FT) NORTH OF HU1842'THE CENTERLINE OF SHELLTOWN ROAD, 6.4 M (21.0 FT) SOUTHWEST OF THE HU1842'CENTERLINE OF A NORTHWEST-SOUTHEAST DITCH AND 0.8 M (2.6 FT) SOUTH OF HU1842'A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU2739 *********************************************************************** HU2739 DESIGNATION - BELL AZ MK 2 HU2739 PID - HU2739 HU2739 STATE/COUNTY- MD/SOMERSET HU2739 USGS QUAD - KINGSTON (1975) HU2739 HU2739 *CURRENT SURVEY CONTROL HU2739 ___________________________________________________________________ HU2739* NAD 83(1993)- 38 00 38.15192(N) 075 38 56.98975(W) ADJUSTED HU2739* NAVD 88 - 1.9 (meters) 6. (feet) VERTCON HU2739 ___________________________________________________________________ HU2739 LAPLACE CORR- -2.19 (seconds) DEFLEC96 HU2739 GEOID HEIGHT- -36.26 (meters) GEOID96 HU2739 HU2739 HORZ ORDER - SECOND HU2739 HU2739 HU2739 HU2739.The horizontal coordinates were established by classical geodetic methods HU2739.and adjusted by the National Geodetic Survey in November 1994. HU2739 HU2739.The NAVD 88 height was computed by applying the VERTCON shift value to HU2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HU2739 HU2739.The Laplace correction was computed from DEFLEC96 derived deflections. HU2739 HU2739.The geoid height was determined by GEOID96. HU2739 HU2739; North East Units Scale Converg. HU2739;SPC MD - 128,136.82 1,701,549.50 sFT 1.00006294 +0 50 52.2 HU2739;SPC MD - 39,056.181 518,633.326 MT 1.00006294 +0 50 52.2 HU2739;SPC VA S - 1,189,921.798 3,750,323.949 MT 1.00000831 +1 43 48.9 HU2739;UTM 18 - 4,207,189.671 443,013.057 MT 0.99964000 -0 23 59.2 HU2739 HU2739 SUPERSEDED SURVEY CONTROL HU2739 HU2739 NAD 83(1986)- 38 00 38.15065(N) 075 38 57.02071(W) ADJUSTED HU2739* NGVD 29 - 2.2 (meters) 7. (feet) VERT ANG HU2739 HU2739.Superseded values are not recommended for survey control. HU2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU2739.See file format.dat to determine how the superseded data were derived. HU2739 HU2739_MARKER: DZ = AZIMUTH MARK DISK HU2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU2739_STAMPING: BELL 1942 NO 2 1988 HU2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU2739+STABILITY: SURFACE MOTION HU2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HU2739+SATELLITE: SATELLITE OBSERVATIONS - 1988 HU2739 HU2739 HISTORY - Date Condition Recov. By HU2739 HISTORY - 1988 MONUMENTED NGS HU2739 HU2739 STATION DESCRIPTION HU2739 HU2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HU2739'THE MARK IS LOCATED ABOUT 10.1 KM (6.30 MI) SOUTHWEST OF POCOMOKE AND HU2739'3.6 KM (2.25 MI) SOUTH-SOUTHEAST OF REHOBETH. OWNERSHIP--DENNETT L. HU2739'BUTLER, RD 1 BOX 144, MARION STATION ROAD, MARION MD. 21838, PHONE HU2739'(301) 957-0730. HU2739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE HU2739'HIGHWAY 667, GO SOUTHWEST ON STATE HIGHWAY 13 FOR 7.7 KM (4.80 MI) TO HU2739'A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON VESSEY ROAD FOR 0.7 KM HU2739'(0.45 MI) TO A FORK. BEAR RIGHT AND GO WEST ON VESSEY ROAD FOR 0.4 KM HU2739'(0.25 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON SHELLTOWN HU2739'ROAD FOR 1.7 KM (1.05 MI) TO A FORK. BEAR LEFT AND GO SOUTHEAST ON HU2739'SHELLTOWN ROAD FOR 2.8 KM (1.75 MI) TO THE MARK ON THE LEFT. HU2739'THE MARK IS SET IN THE TOP OF A 0.28 M (0.9 FT) ROUND CONCRETE POST HU2739'FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET 1 M (3.3 FT) BELOW HU2739'GROUND. THEY ARE 8.5 M (27.9 FT) NORTHEAST OF SHELLTOWN ROAD, 7.4 M HU2739'(24.3 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 4.3 M (14.1 FT) HU2739'WEST OF A TRIANGULAR BLAZED OAK TREE, 2.1 M (6.9 FT) NORTH OF A POWER HU2739'TRANSFORMER BOX AND 1.5 M (4.9 FT) WEST-SOUTHWEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HV6491 *********************************************************************** HV6491 DESIGNATION - BIG THOROFARE RIVER W LIGHT 1 HV6491 PID - HV6491 HV6491 STATE/COUNTY- MD/SOMERSET HV6491 USGS QUAD - KEDGES STRAITS (1987) HV6491 HV6491 *CURRENT SURVEY CONTROL HV6491 ___________________________________________________________________ HV6491* NAD 83(1993)- 38 00 00.53848(N) 076 03 20.91410(W) ADJUSTED HV6491* NAVD 88 - HV6491 ___________________________________________________________________ HV6491 LAPLACE CORR- -1.98 (seconds) DEFLEC96 HV6491 GEOID HEIGHT- -35.89 (meters) GEOID96 HV6491 HV6491 HORZ ORDER - THIRD HV6491 HV6491 HV6491 HV6491.The horizontal coordinates were established by classical geodetic methods HV6491.and adjusted by the National Geodetic Survey in November 1994. HV6491 HV6491 HV6491.The Laplace correction was computed from DEFLEC96 derived deflections. HV6491 HV6491.The geoid height was determined by GEOID96. HV6491 HV6491; North East Units Scale Converg. HV6491;SPC MD - 122,859.14 1,584,427.20 sFT 1.00006568 +0 35 33.4 HV6491;SPC MD - 37,447.540 482,934.377 MT 1.00006568 +0 35 33.4 HV6491;SPC VA S - 1,187,761.071 3,714,656.198 MT 1.00000628 +1 29 00.4 HV6491;UTM 18 - 4,206,357.483 407,301.655 MT 0.99970583 -0 39 00.3 HV6491 HV6491 SUPERSEDED SURVEY CONTROL HV6491 HV6491 NAD 83(1986)- 38 00 00.53794(N) 076 03 20.93524(W) ADJUSTED HV6491 NAD 27 - 38 00 00.09600(N) 076 03 22.17200(W) ADJUSTED HV6491 HV6491.Superseded values are not recommended for survey control. HV6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV6491.See file format.dat to determine how the superseded data were derived. HV6491 HV6491_MARKER: 14 = NAVIGATION LIGHT HV6491 HV6491 HISTORY - Date Condition Recov. By HV6491 HISTORY - 1942 FIRST OBSERVED CGS HV6491 HISTORY - 1951 GOOD CGS HV6491 HV6491 STATION DESCRIPTION HV6491 HV6491'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP) HV6491'LOCATED ON THE N SIDE OF THE W ENTRANCE TO BIG THOROFARE RIVER, HV6491'SMITH ISLAND. HV6491 HV6491 STATION RECOVERY (1951) HV6491 HV6491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JB) HV6491'STATION IS LOCATED AT THE N ENTRANCE TO THE CHANNEL OF BIG HV6491'THOROFARE RIVER W ON THE W SIDE OF SMITH ISLAND. THE STATION IS HV6491'A BLACK STEEL PILE WITH A CAGE WORK AT THE TOP. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW1323 *********************************************************************** FW1323 DESIGNATION - BROAD 1923 FW1323 PID - FW1323 FW1323 STATE/COUNTY- MD/SOMERSET FW1323 USGS QUAD - CRISFIELD (1987) FW1323 FW1323 *CURRENT SURVEY CONTROL FW1323 ___________________________________________________________________ FW1323* NAD 83(1993)- 37 55 40.67393(N) 075 50 57.57956(W) ADJUSTED FW1323* NAVD 88 - -0. (meters) -0. (feet) SCALED FW1323 ___________________________________________________________________ FW1323 LAPLACE CORR- -1.65 (seconds) DEFLEC96 FW1323 GEOID HEIGHT- -36.15 (meters) GEOID96 FW1323 FW1323 HORZ ORDER - THIRD FW1323 FW1323 FW1323 FW1323.The horizontal coordinates were established by classical geodetic methods FW1323.and adjusted by the National Geodetic Survey in November 1994. FW1323 FW1323.The orthometric height was scaled from a topographic map. FW1323 FW1323.The Laplace correction was computed from DEFLEC96 derived deflections. FW1323 FW1323.The geoid height was determined by GEOID96. FW1323 FW1323; North East Units Scale Converg. FW1323;SPC MD - 97,255.32 1,644,258.97 sFT 1.00008552 +0 43 19.9 FW1323;SPC MD - 29,643.481 501,171.137 MT 1.00008552 +0 43 19.9 FW1323;SPC VA S - 1,180,241.375 3,733,010.413 MT 0.99999317 +1 36 31.5 FW1323;UTM 18 - 4,198,162.703 425,357.744 MT 0.99966862 -0 31 19.5 FW1323 FW1323: Primary Azimuth Mark Grid Az FW1323:SPC MD - WATERMELON HUMMOCK MSFC 1849 023 03 36.9 FW1323:SPC VA S - WATERMELON HUMMOCK MSFC 1849 022 10 25.3 FW1323:UTM 18 - WATERMELON HUMMOCK MSFC 1849 024 18 16.3 FW1323 FW1323|---------------------------------------------------------------------| FW1323| PID Reference Object Distance Geod. Az | FW1323| dddmmss.s | FW1323| FW1326 WATERMELON HUMMOCK MSFC 1849 APPROX. 1.9 KM 0234656.8 | FW1323|---------------------------------------------------------------------| FW1323 FW1323 SUPERSEDED SURVEY CONTROL FW1323 FW1323 NAD 83(1986)- 37 55 40.67371(N) 075 50 57.60558(W) ADJUSTED FW1323 NAD 27 - 37 55 40.22500(N) 075 50 58.83300(W) ADJUSTED FW1323 FW1323.Superseded values are not recommended for survey control. FW1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW1323.See file format.dat to determine how the superseded data were derived. FW1323 FW1323 HISTORY - Date Condition Recov. By FW1323 HISTORY - UNK MONUMENTED FW1323 HISTORY - 1961 MARK NOT FOUND CGS FW1323 FW1323 STATION DESCRIPTION FW1323 FW1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LFB) FW1323'A SEARCH OF THE AREA FAILED TO REVEAL ANY MARKS. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HV6497 *********************************************************************** HV6497 DESIGNATION - BUFF 1901 HV6497 PID - HV6497 HV6497 STATE/COUNTY- MD/SOMERSET HV6497 USGS QUAD - KEDGES STRAITS (1987) HV6497 HV6497 *CURRENT SURVEY CONTROL HV6497 ___________________________________________________________________ HV6497* NAD 83(1993)- 38 05 47.01498(N) 076 00 22.65890(W) ADJUSTED HV6497* NAVD 88 - -0. (meters) -0. (feet) SCALED HV6497 ___________________________________________________________________ HV6497 LAPLACE CORR- -1.69 (seconds) DEFLEC96 HV6497 GEOID HEIGHT- -35.80 (meters) GEOID96 HV6497 HV6497 HORZ ORDER - THIRD HV6497 HV6497 HV6497 HV6497.The horizontal coordinates were established by classical geodetic methods HV6497.and adjusted by the National Geodetic Survey in November 1994. HV6497 HV6497.The orthometric height was scaled from a topographic map. HV6497 HV6497.The Laplace correction was computed from DEFLEC96 derived deflections. HV6497 HV6497.The geoid height was determined by GEOID96. HV6497 HV6497; North East Units Scale Converg. HV6497;SPC MD - 158,058.79 1,598,314.30 sFT 1.00004166 +0 37 25.3 HV6497;SPC MD - 48,176.416 487,167.173 MT 1.00004166 +0 37 25.3 HV6497;UTM 18 - 4,216,988.213 411,764.739 MT 0.99969588 -0 37 15.3 HV6497 HV6497: Primary Azimuth Mark Grid Az HV6497:SPC MD - EGG 1901 356 41 24.7 HV6497:UTM 18 - EGG 1901 357 56 05.3 HV6497 HV6497|---------------------------------------------------------------------| HV6497| PID Reference Object Distance Geod. Az | HV6497| dddmmss.s | HV6497| HU1890 DEAL ISLAND CHURCH SPIRE APPROX. 8.3 KM 0374941.3 | HV6497| HV6483 EGG 1901 APPROX. 5.0 KM 3571850.0 | HV6497|---------------------------------------------------------------------| HV6497 HV6497 SUPERSEDED SURVEY CONTROL HV6497 HV6497 NAD 83(1986)- 38 05 47.01516(N) 076 00 22.67891(W) ADJUSTED HV6497 NAD 27 - 38 05 46.57300(N) 076 00 23.89100(W) ADJUSTED HV6497 HV6497.Superseded values are not recommended for survey control. HV6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV6497.See file format.dat to determine how the superseded data were derived. HV6497 HV6497_MARKER: N = NAIL HV6497_SETTING: 0 = UNSPECIFIED SETTING HV6497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV6497 HV6497 HISTORY - Date Condition Recov. By HV6497 HISTORY - 1901 MONUMENTED CGS HV6497 HISTORY - 1942 MARK NOT FOUND CGS HV6497 HV6497 STATION DESCRIPTION HV6497 HV6497'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (WIV) HV6497'STATION IS ON THE WESTERN SIDE OF TANGIER SOUND, ON EASTERN SIDE HV6497'OF S MARSH, ON PETERS POINT, 5 METERS FROM THE END OF THE POINT, HV6497'AND A FEW METERS SE OF THE MOUTH OF A SMALL STREAM. STATION HV6497'MARKED BY NAIL IN PINE STUB INSIDE A 4-INCH TILE PIPE 2 FEET LONG, HV6497'SET IN CEMENT, FLANGE END DOWN. HV6497 HV6497 STATION RECOVERY (1942) HV6497 HV6497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HV6497'THE STATION WAS SEARCHED FOR THOROUGHLY BY THREE MEN FOR ONE HOUR, HV6497'BUT THE LAND HAS WASHED CONSIDERABLY AT THIS POINT AND A GREAT HV6497'PORTION IS NOW COVERED BY WATER. IT IS RECOMMENDED THAT THIS HV6497'STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0586 *********************************************************************** HU0586 DESIGNATION - C HU0586 PID - HU0586 HU0586 STATE/COUNTY- MD/SOMERSET HU0586 USGS QUAD - DEAL ISLAND (1975) HU0586 HU0586 *CURRENT SURVEY CONTROL HU0586 ___________________________________________________________________ HU0586* NAD 83(1986)- 38 07 44. (N) 075 56 57. (W) SCALED HU0586* NAVD 88 - 0.568 (meters) 1.86 (feet) ADJUSTED HU0586 ___________________________________________________________________ HU0586 GEOID HEIGHT- -35.81 (meters) GEOID96 HU0586 DYNAMIC HT - 0.568 (meters) 1.86 (feet) COMP HU0586 MODELED GRAV- 979,982.7 (mgal) NAVD 88 HU0586 HU0586 VERT ORDER - FIRST CLASS I HU0586 HU0586 HU0586 HU0586.The horizontal coordinates were scaled from a topographic map and have HU0586.an estimated accuracy of +/- 6 seconds. HU0586 HU0586.The orthometric height was determined by differential leveling HU0586.and adjusted by the National Geodetic Survey in June 1991. HU0586 HU0586.The geoid height was determined by GEOID96. HU0586 HU0586.The dynamic height is computed by dividing the NAVD 88 HU0586.geopotential number by the normal gravity value computed on the HU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0586.degrees latitude (G = 980.6199 gals.). HU0586 HU0586.The modeled gravity was interpolated from observed gravity values. HU0586 HU0586; North East Units Estimated Accuracy HU0586;SPC MD - 51,840. 492,140. MT (+/- 180 meters Scaled) HU0586 HU0586 SUPERSEDED SURVEY CONTROL HU0586 HU0586* NGVD 29 - 0.826 (meters) 2.71 (feet) ADJUSTED HU0586 HU0586.Superseded values are not recommended for survey control. HU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0586.See file format.dat to determine how the superseded data were derived. HU0586 HU0586_MARKER: DD = SURVEY DISK HU0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0586_STAMPING: BM NO C ELEV 3.45 HU0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0586+STABILITY: SURFACE MOTION HU0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HU0586+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1988 HU0586 HU0586 HISTORY - Date Condition Recov. By HU0586 HISTORY - UNK MONUMENTED DOD HU0586 HISTORY - 1963 GOOD CGS HU0586 HISTORY - 19881110 GOOD MDSHA HU0586 HU0586 STATION DESCRIPTION HU0586 HU0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0586'6.6 MI W FROM DAMES QUARTER. HU0586'6.6 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0586'DAMES QUARTER, AT WENONA, ABOUT 0.1 NORTHWEST OF THE ROGER HOFFMAN HU0586'STORE, ABOUT 500 FEET NORTHWEST OF THE HIGHWAY, 7.6 FEET SOUTH OF HU0586'SOUTH CORNER OF A WHITE TWO STORY FRAME HOUSE, 54.3 FEET WEST OF HU0586'A CEDAR TREE, AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW HU0586'THE SURFACE OF GROUND. HU0586 HU0586 STATION RECOVERY (1988) HU0586 HU0586'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1988 HU0586'THE MARK IS LOCATED IN THE SOUTHERLY PART OF THE SMALL VILLAGE OF HU0586'WENONA. OWNERSHIP--JOSEPH SCHMIDT. PHONE (301) 784-2732. HU0586'TO REACH FROM THE SOUTHWEST END OF THE NEW DEAL ISLAND BRIDGE OVER HU0586'UPPER THOROFARE, GO SOUTH ON STATE HIGHWAY 363 FOR 5.42 KM (3.35 MI) HU0586'TO A T-INTERSECTION. TURN RIGHT AND GO NORTHWEST ON A SAND ROAD FOR HU0586'0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT. HU0586'THE MARK IS SET IN THE TOP OF A 0.25 M (0.8 FT) SQUARE CONCRETE POST HU0586'RECESSED 0.1 M (0.3 FT) BELOW GROUND. IT IS 42.9 M (140.7 FT) HU0586'SOUTHEAST OF THE EAST CORNER PILING OF A 1-STORY HOUSE, 26.1 M HU0586'(85.6 FT) SOUTH OF A POWERLINE POLE NUMBERED 6707-84610 502, 21.5 M HU0586'(70.5 FT) EAST OF THE NORTH CORNER OF A 1-STORY HOUSE, 16.6 M HU0586'(54.5 FT) WEST OF A 0.37 M (1.2 FT) CEDAR TREE AND 0.6 M (2.0 FT) HU0586'SOUTH-SOUTHWEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW0497 *********************************************************************** FW0497 DESIGNATION - C 106 FW0497 PID - FW0497 FW0497 STATE/COUNTY- MD/SOMERSET FW0497 USGS QUAD - CRISFIELD (1987) FW0497 FW0497 *CURRENT SURVEY CONTROL FW0497 ___________________________________________________________________ FW0497* NAD 83(1986)- 37 59 23. (N) 075 50 43. (W) SCALED FW0497* NAVD 88 - 1.345 (meters) 4.41 (feet) ADJUSTED FW0497 ___________________________________________________________________ FW0497 GEOID HEIGHT- -36.08 (meters) GEOID96 FW0497 DYNAMIC HT - 1.344 (meters) 4.41 (feet) COMP FW0497 MODELED GRAV- 979,972.7 (mgal) NAVD 88 FW0497 FW0497 VERT ORDER - FIRST CLASS I FW0497 FW0497 FW0497 FW0497.The horizontal coordinates were scaled from a topographic map and have FW0497.an estimated accuracy of +/- 6 seconds. FW0497 FW0497.The orthometric height was determined by differential leveling FW0497.and adjusted by the National Geodetic Survey in June 1991. FW0497 FW0497.The geoid height was determined by GEOID96. FW0497 FW0497.The dynamic height is computed by dividing the NAVD 88 FW0497.geopotential number by the normal gravity value computed on the FW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FW0497.degrees latitude (G = 980.6199 gals.). FW0497 FW0497.The modeled gravity was interpolated from observed gravity values. FW0497 FW0497; North East Units Estimated Accuracy FW0497;SPC MD - 36,500. 501,440. MT (+/- 180 meters Scaled) FW0497 FW0497 SUPERSEDED SURVEY CONTROL FW0497 FW0497* NGVD 29 - 1.596 (meters) 5.24 (feet) ADJUSTED FW0497 FW0497.Superseded values are not recommended for survey control. FW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW0497.See file format.dat to determine how the superseded data were derived. FW0497 FW0497_MARKER: DB = BENCH MARK DISK FW0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) FW0497_STAMPING: C 106 1963 FW0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FW0497+STABILITY: SURFACE MOTION FW0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FW0497+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1990 FW0497 FW0497 HISTORY - Date Condition Recov. By FW0497 HISTORY - 1963 MONUMENTED CGS FW0497 HISTORY - 1990 GOOD USPSQD FW0497 HISTORY - 19901026 GOOD NGS FW0497 FW0497 STATION DESCRIPTION FW0497 FW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 FW0497'0.8 MI NE FROM CRISFIELD. FW0497'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 413 FROM THE POST FW0497'OFFICE AT CRISFIELD, ABOUT 0.1 MILE SOUTHWEST OF INTERSECTION OF FW0497'STATE HIGHWAY 358 LEADING NORTH AND SOUTH, 20 FEET SOUTHEAST OF FW0497'NORTHBOUND LANE OF HIGHWAY, 24 1/2 FEET NORTH OF A LONE 24-INCH PINE FW0497'TREE, 17 1/2 FEET NORTHEAST OF SOUTHEAST END OF A 24-INCH PIPE FW0497'CULVERT UNDER HIGHWAY, 3 1/2 FEET NORTHEAST OF TELEPHONE POLE 11G, FW0497'2 FEET SOUTHEAST OF SOUTHEAST CURB LINE OF NORTH-BOUND LANE, 1.5 FW0497'FEET SOUTHWEST OF A STEEL WITNESS POST, 1 FOOT ABOVE LEVEL OF FW0497'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. FW0497 FW0497 STATION RECOVERY (1990) FW0497 FW0497'RECOVERY NOTE BY US POWER SQUADRON 1990 (LW) FW0497'RECOVERED IN GOOD CONDITION. FW0497 FW0497 STATION RECOVERY (1990) FW0497 FW0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 FW0497'1.2 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 413 FROM THE JUNCTION OF FW0497'FOURTH STREET IN CRISFIELD, 12.8 M (42.0 FT) WEST OF THE NORTHEAST FW0497'CORNER OF A CARWASH, 7.1 M (23.3 FT) SOUTHEAST OF THE CENTERLINE OF FW0497'THE NORTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT) NORTHEAST OF FW0497'UTILITY POLE NUMBER 39680 79528, 0.5 M (1.6 FT) SOUTHWEST OF A FW0497'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE FW0497'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0580 *********************************************************************** HU0580 DESIGNATION - C 107 HU0580 PID - HU0580 HU0580 STATE/COUNTY- MD/SOMERSET HU0580 USGS QUAD - DEAL ISLAND (1975) HU0580 HU0580 *CURRENT SURVEY CONTROL HU0580 ___________________________________________________________________ HU0580* NAD 83(1986)- 38 10 38. (N) 075 55 43. (W) SCALED HU0580* NAVD 88 - 1.065 (meters) 3.49 (feet) ADJUSTED HU0580 ___________________________________________________________________ HU0580 GEOID HEIGHT- -35.77 (meters) GEOID96 HU0580 DYNAMIC HT - 1.064 (meters) 3.49 (feet) COMP HU0580 MODELED GRAV- 979,985.6 (mgal) NAVD 88 HU0580 HU0580 VERT ORDER - FIRST CLASS I HU0580 HU0580 HU0580 HU0580.The horizontal coordinates were scaled from a topographic map and have HU0580.an estimated accuracy of +/- 6 seconds. HU0580 HU0580.The orthometric height was determined by differential leveling HU0580.and adjusted by the National Geodetic Survey in June 1991. HU0580 HU0580.The geoid height was determined by GEOID96. HU0580 HU0580.The dynamic height is computed by dividing the NAVD 88 HU0580.geopotential number by the normal gravity value computed on the HU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0580.degrees latitude (G = 980.6199 gals.). HU0580 HU0580.The modeled gravity was interpolated from observed gravity values. HU0580 HU0580; North East Units Estimated Accuracy HU0580;SPC MD - 57,230. 493,880. MT (+/- 180 meters Scaled) HU0580 HU0580 SUPERSEDED SURVEY CONTROL HU0580 HU0580* NGVD 29 - 1.324 (meters) 4.34 (feet) ADJUSTED HU0580 HU0580.Superseded values are not recommended for survey control. HU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0580.See file format.dat to determine how the superseded data were derived. HU0580 HU0580_MARKER: DB = BENCH MARK DISK HU0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0580_STAMPING: C 107 1963 HU0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0580+STABILITY: SURFACE MOTION HU0580 HU0580 HISTORY - Date Condition Recov. By HU0580 HISTORY - 1963 MONUMENTED CGS HU0580 HU0580 STATION DESCRIPTION HU0580 HU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0580'1.9 MI W FROM DAMES QUARTER. HU0580'1.9 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0580'DAMES QUARTER, ABOUT 0.5 MILE EAST OF THE POST OFFICE AT THE HU0580'SMALL COMMUNITY OF CHANCE, ABOUT 105 YARDS WEST OF THE JUNCTION HU0580'OF A BLACK TOP ROAD LEADING NORTHWEST, 34 FEET NORTH OF CENTER HU0580'LINE OF HIGHWAY, 98 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A HU0580'TWO STORY FRAME HOUSE, 3 1/2 FEET SOUTH OF POWER POLE 350A, 1.5 HU0580'FEET NORTH OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF HIGHWAY, HU0580'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0567 *********************************************************************** HU0567 DESIGNATION - C 108 HU0567 PID - HU0567 HU0567 STATE/COUNTY- MD/SOMERSET HU0567 USGS QUAD - MONIE (1975) HU0567 HU0567 *CURRENT SURVEY CONTROL HU0567 ___________________________________________________________________ HU0567* NAD 83(1986)- 38 11 15. (N) 075 46 41. (W) SCALED HU0567* NAVD 88 - 1.920 (meters) 6.30 (feet) ADJUSTED HU0567 ___________________________________________________________________ HU0567 GEOID HEIGHT- -35.92 (meters) GEOID96 HU0567 DYNAMIC HT - 1.918 (meters) 6.29 (feet) COMP HU0567 MODELED GRAV- 979,986.3 (mgal) NAVD 88 HU0567 HU0567 VERT ORDER - FIRST CLASS I HU0567 HU0567 HU0567 HU0567.The horizontal coordinates were scaled from a topographic map and have HU0567.an estimated accuracy of +/- 6 seconds. HU0567 HU0567.The orthometric height was determined by differential leveling HU0567.and adjusted by the National Geodetic Survey in June 1991. HU0567 HU0567.The geoid height was determined by GEOID96. HU0567 HU0567.The dynamic height is computed by dividing the NAVD 88 HU0567.geopotential number by the normal gravity value computed on the HU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0567.degrees latitude (G = 980.6199 gals.). HU0567 HU0567.The modeled gravity was interpolated from observed gravity values. HU0567 HU0567; North East Units Estimated Accuracy HU0567;SPC MD - 58,530. 507,050. MT (+/- 180 meters Scaled) HU0567 HU0567 SUPERSEDED SURVEY CONTROL HU0567 HU0567* NGVD 29 - 2.177 (meters) 7.14 (feet) ADJUSTED HU0567 HU0567.Superseded values are not recommended for survey control. HU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0567.See file format.dat to determine how the superseded data were derived. HU0567 HU0567_MARKER: DB = BENCH MARK DISK HU0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) HU0567_STAMPING: C 108 1963 HU0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HU0567 HU0567 HISTORY - Date Condition Recov. By HU0567 HISTORY - 1963 MONUMENTED CGS HU0567 HISTORY - 1971 POOR NGS HU0567 HU0567 STATION DESCRIPTION HU0567 HU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0567'5 MI W FROM PRINCESS ANNE. HU0567'5.05 MILES WEST ALONG STATE HIGHWAY 363 FROM THE JUNCTION OF HU0567'SOMERSET AVENUE AT PRINCESS ANNE, ABOUT 0.35 MILE EAST OF THE HU0567'JUNCTION OF STATE HIGHWAY 627, 28 FEET SOUTH OF CENTER LINE OF HU0567'HIGHWAY, 36 FEET SOUTHEAST OF SOUTH END OF A 24-INCH PIPE CULVERT HU0567'UNDER HIGHWAY, 2 1/2 FEET SOUTH OF POWER POLE 88, 1.5 FEET NORTH HU0567'OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF HIGHWAY, AND IS A HU0567'DISK ON A COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED HU0567'BY A 6-INCH TILE WHICH PROJECTS 4 INCHES. THE ROD WAS DRIVEN TO HU0567'REFUSAL AT A DEPTH OF 45.4 FEET. NOTE-- TILE AROUND THE STATION HU0567'WAS BROKEN BY MOWERS MOWING GRASS ALONG THE HIGHWAY. STATION IS HU0567'IN GOOD CONDITION, HOWEVER, THE EARTH IS LOOSENED TO A DEPTH OF HU0567'24 INCHES AND ROD HAS A TENDENCY TO WOBBLE SLIGHTLY. HU0567 HU0567 STATION RECOVERY (1971) HU0567 HU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 HU0567'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0582 *********************************************************************** HU0582 DESIGNATION - C 57 HU0582 PID - HU0582 HU0582 STATE/COUNTY- MD/SOMERSET HU0582 USGS QUAD - DEAL ISLAND (1975) HU0582 HU0582 *CURRENT SURVEY CONTROL HU0582 ___________________________________________________________________ HU0582* NAD 83(1986)- 38 10 12. (N) 075 56 32. (W) SCALED HU0582* NAVD 88 - 0.643 (meters) 2.11 (feet) ADJUSTED HU0582 ___________________________________________________________________ HU0582 GEOID HEIGHT- -35.77 (meters) GEOID96 HU0582 DYNAMIC HT - 0.643 (meters) 2.11 (feet) COMP HU0582 MODELED GRAV- 979,985.0 (mgal) NAVD 88 HU0582 HU0582 VERT ORDER - FIRST CLASS II HU0582 HU0582 HU0582 HU0582.The horizontal coordinates were scaled from a topographic map and have HU0582.an estimated accuracy of +/- 6 seconds. HU0582 HU0582.The orthometric height was determined by differential leveling HU0582.and adjusted by the National Geodetic Survey in June 1991. HU0582 HU0582.The geoid height was determined by GEOID96. HU0582 HU0582.The dynamic height is computed by dividing the NAVD 88 HU0582.geopotential number by the normal gravity value computed on the HU0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0582.degrees latitude (G = 980.6199 gals.). HU0582 HU0582.The modeled gravity was interpolated from observed gravity values. HU0582 HU0582; North East Units Estimated Accuracy HU0582;SPC MD - 56,410. 492,690. MT (+/- 180 meters Scaled) HU0582 HU0582 SUPERSEDED SURVEY CONTROL HU0582 HU0582* NGVD 29 - 0.892 (meters) 2.93 (feet) ADJUSTED HU0582 HU0582.Superseded values are not recommended for survey control. HU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0582.See file format.dat to determine how the superseded data were derived. HU0582 HU0582_MARKER: DB = BENCH MARK DISK HU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0582_STAMPING: C 57 1942 HU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0582+STABILITY: SURFACE MOTION HU0582 HU0582 HISTORY - Date Condition Recov. By HU0582 HISTORY - 1942 MONUMENTED CGS HU0582 HISTORY - 1963 MARK NOT FOUND CGS HU0582 HU0582 STATION DESCRIPTION HU0582 HU0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0582'3 MI W FROM DAMES QUARTER. HU0582'3.0 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0582'DAMES QUARTER, SOMERSET COUNTY, AT CHANCE, 64.4 FEET NORTHEAST OF HU0582'THE NORTHEAST END OF THE BRIDGE OVER ROCK CREEK, 27.7 FEET EAST OF HU0582'THE CENTERLINE OF THE HIGHWAY, 11.7 FEET NORTHEAST OF A POLE, AND HU0582'ABOUT 2 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED C HU0582'57 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES HU0582'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1845 *********************************************************************** HU1845 DESIGNATION - COLBOURNE HU1845 PID - HU1845 HU1845 STATE/COUNTY- MD/SOMERSET HU1845 USGS QUAD - KINGSTON (1975) HU1845 HU1845 *CURRENT SURVEY CONTROL HU1845 ___________________________________________________________________ HU1845* NAD 83(1993)- 38 01 26.58866(N) 075 44 37.75132(W) ADJUSTED HU1845* NAVD 88 - 2. (meters) 7. (feet) SCALED HU1845 ___________________________________________________________________ HU1845 LAPLACE CORR- -2.05 (seconds) DEFLEC96 HU1845 GEOID HEIGHT- -36.13 (meters) GEOID96 HU1845 HU1845 HORZ ORDER - FIRST HU1845 HU1845 HU1845 HU1845.The horizontal coordinates were established by classical geodetic methods HU1845.and adjusted by the National Geodetic Survey in November 1994. HU1845 HU1845.The orthometric height was scaled from a topographic map. HU1845 HU1845.The Laplace correction was computed from DEFLEC96 derived deflections. HU1845 HU1845.The geoid height was determined by GEOID96. HU1845 HU1845; North East Units Scale Converg. HU1845;SPC MD - 132,646.90 1,674,210.65 sFT 1.00005945 +0 47 18.3 HU1845;SPC MD - 40,430.855 510,300.428 MT 1.00005945 +0 47 18.3 HU1845;SPC VA S - 1,191,167.771 3,741,971.278 MT 1.00001098 +1 40 22.1 HU1845;UTM 18 - 4,208,744.734 434,715.496 MT 0.99965249 -0 27 29.5 HU1845 HU1845: Primary Azimuth Mark Grid Az HU1845:SPC MD - COLBOURNE AZ MK 195 06 32.7 HU1845:SPC VA S - COLBOURNE AZ MK 194 13 28.9 HU1845:UTM 18 - COLBOURNE AZ MK 196 21 20.5 HU1845 HU1845|---------------------------------------------------------------------| HU1845| PID Reference Object Distance Geod. Az | HU1845| dddmmss.s | HU1845| COLBOURNE RM 1 31.803 METERS 04733 | HU1845| COLBOURNE AZ MK 1955351.0 | HU1845| COLBOURNE RM 2 18.489 METERS 33706 | HU1845|---------------------------------------------------------------------| HU1845 HU1845 SUPERSEDED SURVEY CONTROL HU1845 HU1845 NAD 83(1986)- 38 01 26.58868(N) 075 44 37.78069(W) ADJUSTED HU1845 NAD 27 - 38 01 26.14300(N) 075 44 39.03100(W) ADJUSTED HU1845 HU1845.Superseded values are not recommended for survey control. HU1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1845.See file format.dat to determine how the superseded data were derived. HU1845 HU1845_MARKER: DS = TRIANGULATION STATION DISK HU1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1845 HU1845 HISTORY - Date Condition Recov. By HU1845 HISTORY - 1942 MONUMENTED CGS HU1845 HISTORY - 1963 GOOD MDDT HU1845 HU1845 STATION DESCRIPTION HU1845 HU1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL) HU1845'STATION IS LOCATED ABOUT 3 MILES E OF MARION IN THE BARNYARD OF HU1845'A FARM OWNED BY DR. GEORGE C. COLBOURNE. IT IS LOCATED 105 FEET HU1845'SE OF THE SE CORNER OF THE BARN, 60 FEET E OF THE S END OF THE HU1845'LONG LOW SHEDS TO THE S OF THE BARN, 25 FEET W OF A LILAC HEDGE HU1845'AND 3 FEET N OF A ROW OF PECAN TREES. IT IS SET FLUSH WITH THE HU1845'GROUND AND IS STAMPED COLBOURNE 1942. HU1845' HU1845'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD HU1845'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. HU1845' HU1845'REFERENCE MARK NO.1 IS LOCATED AT THE SE CORNER OF THE BARN. IT HU1845'PROJECTS ABOUT 2 INCHES AND IS STAMPED COLBOURNE NO.1 1942. HU1845' HU1845'REFERENCE MARK NO.2 IS LOCATED AT THE S END OF THE LONG LOW HU1845'BUILDINGS TO THE S OF THE BARN. IT PROJECTS ABOUT 4 INCHES AND HU1845'IS STAMPED COLBOURNE NO.2 1942. HU1845' HU1845'THE AZIMUTH MARK IS LOCATED 0.3 MILE BY ROAD SE OF THE STATION, HU1845'ABOUT 100 YARDS S OF A CURVE TO THE RIGHT (S OF THE ROAD). IT HU1845'IS IN FRONT OF AND ABOUT 150 FEET E OF A NEGRO SHACK, 17 FEET W HU1845'OF THE CENTER OF THE MAIN ROAD AND IN THE SE CORNER OF A HU1845'CULTIVATED FIELD. IT PROJECTS ABOUT 6 INCHES AND IS STAMPED HU1845'COLBOURNE 1942. TO REACH THE AZIMUTH MARK FROM THE HU1845'STATION FOLLOW THE ROAD TOWARDS MARION FOR 0.3 MILE TO A POINT HU1845'ABOUT 100 YARDS PAST A CURVE TO THE RIGHT IN THE ROAD AND HU1845'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. HU1845' HU1845'TO REACH THE STATION FROM THE SMALL TOWN OF MARION GO E ON HU1845'STATE HIGHWAY 357 FOR 2.05 MILES TO THE END OF THE PAVEMENT. HERE HU1845'TAKE LEFT FORK AND GO 0.3 MILE TO A CHURCH. TURN LEFT AND GO HU1845'0.65 MILE TO A FARMHOUSE ON THE LEFT AND THE STATION AS DESCRIBED. HU1845' HU1845'A 90-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT NOBLE. HU1845' HU1845'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT SMULLEN. HU1845' HU1845'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT BELL. HU1845 HU1845 STATION RECOVERY (1963) HU1845 HU1845'RECOVERY NOTE BY MARYLAND DEPARTMENT OF TRANSPORTATION 1963 HU1845'STATION, RM 1, RM 2, WERE RECOVERED IN GOOD CONDITION AS HU1845'DESCRIBED. AZIMUTH MARK WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1880 *********************************************************************** HU1880 DESIGNATION - COLBURN HU1880 PID - HU1880 HU1880 STATE/COUNTY- MD/SOMERSET HU1880 USGS QUAD - MARION (1975) HU1880 HU1880 *CURRENT SURVEY CONTROL HU1880 ___________________________________________________________________ HU1880* NAD 83(1993)- 38 02 59.34982(N) 075 48 09.29489(W) ADJUSTED HU1880* NAVD 88 - HU1880 ___________________________________________________________________ HU1880 LAPLACE CORR- -1.80 (seconds) DEFLEC96 HU1880 GEOID HEIGHT- -36.04 (meters) GEOID96 HU1880 HU1880 HORZ ORDER - THIRD HU1880 HU1880 HU1880 HU1880.The horizontal coordinates were established by classical geodetic methods HU1880.and adjusted by the National Geodetic Survey in November 1994. HU1880 HU1880 HU1880.The Laplace correction was computed from DEFLEC96 derived deflections. HU1880 HU1880.The geoid height was determined by GEOID96. HU1880 HU1880; North East Units Scale Converg. HU1880;SPC MD - 141,802.51 1,657,160.52 sFT 1.00005293 +0 45 05.5 HU1880;SPC MD - 43,221.493 505,103.537 MT 1.00005293 +0 45 05.5 HU1880;SPC VA S - 1,193,877.694 3,736,732.128 MT 1.00001623 +1 38 13.7 HU1880;UTM 18 - 4,211,646.598 429,582.590 MT 0.99966107 -0 29 40.9 HU1880 HU1880 SUPERSEDED SURVEY CONTROL HU1880 HU1880 NAD 83(1986)- 38 02 59.34777(N) 075 48 09.31659(W) ADJUSTED HU1880 NAD 27 - 38 02 58.91200(N) 075 48 10.57000(W) ADJUSTED HU1880 HU1880.Superseded values are not recommended for survey control. HU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1880.See file format.dat to determine how the superseded data were derived. HU1880 HU1880_MARKER: 85 = CHIMNEY HU1880 HU1880 HISTORY - Date Condition Recov. By HU1880 HISTORY - 1907 FIRST OBSERVED MDSFC HU1880 HISTORY - 1960 MARK NOT FOUND CGS HU1880 HU1880 STATION DESCRIPTION HU1880 HU1880'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1880'STATION IS ON THE S SHORE OF BIG ANNEMESSEX RIVER, ON THE HU1880'SOUTHEASTERN SIDE OF THE ENTRANCE TO COLBURN CREEK. IT IS CENTER HU1880'OF CHIMNEY ON TOP OF A MODERN HOUSE OF SEVERAL GABLES. THIS HU1880'HOUSE SETS ALONE ABOUT HALFWAY BETWEEN OYSTER HOUSES TO THE W AND HU1880'A GROUP OF HOUSES TO THE E. HU1880 HU1880 STATION RECOVERY (1960) HU1880 HU1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RST) HU1880'STATION WAS THOROUGHLY SEARCHED FOR BUT NOT FOUND. RECOMMENDED HU1880'THAT IT BE CONSIDERED LOST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1871 *********************************************************************** HU1871 DESIGNATION - COX MSFC 1907 HU1871 PID - HU1871 HU1871 STATE/COUNTY- MD/SOMERSET HU1871 USGS QUAD - MONIE (1975) HU1871 HU1871 *CURRENT SURVEY CONTROL HU1871 ___________________________________________________________________ HU1871* NAD 83(1993)- 38 08 46.00236(N) 075 47 17.43560(W) ADJUSTED HU1871* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1871 ___________________________________________________________________ HU1871 LAPLACE CORR- -1.90 (seconds) DEFLEC96 HU1871 GEOID HEIGHT- -35.95 (meters) GEOID96 HU1871 HU1871 HORZ ORDER - THIRD HU1871 HU1871 HU1871 HU1871.The horizontal coordinates were established by classical geodetic methods HU1871.and adjusted by the National Geodetic Survey in November 1994. HU1871 HU1871.The orthometric height was scaled from a topographic map. HU1871 HU1871.The Laplace correction was computed from DEFLEC96 derived deflections. HU1871 HU1871.The geoid height was determined by GEOID96. HU1871 HU1871; North East Units Scale Converg. HU1871;SPC MD - 176,922.12 1,660,843.17 sFT 1.00003033 +0 45 38.1 HU1871;SPC MD - 53,925.971 506,226.011 MT 1.00003033 +0 45 38.1 HU1871;UTM 18 - 4,222,320.044 430,937.206 MT 0.99965874 -0 29 12.7 HU1871 HU1871: Primary Azimuth Mark Grid Az HU1871:SPC MD - GREEN MSFC 1907 168 56 50.4 HU1871:UTM 18 - GREEN MSFC 1907 170 11 41.2 HU1871 HU1871|---------------------------------------------------------------------| HU1871| PID Reference Object Distance Geod. Az | HU1871| dddmmss.s | HU1871| HU1872 GREEN MSFC 1907 APPROX. 0.5 KM 1694228.5 | HU1871|---------------------------------------------------------------------| HU1871 HU1871 SUPERSEDED SURVEY CONTROL HU1871 HU1871 NAD 83(1986)- 38 08 45.99890(N) 075 47 17.46089(W) ADJUSTED HU1871 NAD 27 - 38 08 45.55100(N) 075 47 18.68400(W) ADJUSTED HU1871 HU1871.Superseded values are not recommended for survey control. HU1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1871.See file format.dat to determine how the superseded data were derived. HU1871 HU1871_MARKER: H = DRILL HOLE HU1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU1871+STABILITY: SURFACE MOTION HU1871 HU1871 HISTORY - Date Condition Recov. By HU1871 HISTORY - 1907 MONUMENTED MDSFC HU1871 HISTORY - 1942 SEE DESCRIPTION CGS HU1871 HU1871 STATION DESCRIPTION HU1871 HU1871'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1871'STATION IS ON THE EASTERN SHORE OF THE UPPER PART OF MANOKIN HU1871'RIVER, ON A MARSH POINT ABOUT 3/4 MILE N OF ENTRANCE TO BACK HU1871'CREEK, ABOUT 15 YARDS E AND 10 YARDS S OF HIGH-WATER MARK. A HU1871'SMALL BUILDING STANDS IN THE WATER ABOUT 20 FEET FROM BANK TO HU1871'NE OF STATION, AND BENNETTS OYSTER WATCH HOUSE IS ABOUT 15 YARDS HU1871'E OF STATION. STATION MARK IS A HOLE IN THE CENTER OF THE TOP HU1871'OF A MARYLAND SHELL FISH SURVEY STANDARD MONUMENT, AN 8-INCH HU1871'SQUARE CONCRETE POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 HU1871'INCHES. THE LETTERS M.S.F.C. AND U.S.C.S. ARE HU1871'COUNTER-SUNK IN TOP OF POST. DISTANCES AND BEARINGS TO HU1871'VARIOUS POINTS OF REFERENCE ARE AS FOLLOWS--CHIMNEY OF HU1871'WHITE HOUSE, 3/4 MILE, N 52 DEG 59 MIN W. W CORNER OF ROOF HU1871'OF BRICK HOUSE ON OPPOSITE SHORE, 3/4 MILE, N 12 DEG 53 MIN W. HU1871'CABIN, 1/8 MILE, N 25 DEG 07 MIN E. LEFT CORNER OF WATCH HU1871'HOUSE, 17.20 METERS (56.4 FEET), S 77 DEG 41 MIN E. NEAR CORNER HU1871'OF WATCH HOUSE, 14.13 METERS (46.4 FEET), S 69 DEG 28 MIN E. HU1871 HU1871 STATION RECOVERY (1942) HU1871 HU1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1871'THIS STATION HAS BEEN DESTROYED. HU1871' HU1871'BOTH THE SMALL BUILDING AND BENNETTS OYSTER WATCH HOUSE, REFERRED HU1871'TO IN THE ORIGINAL DESCRIPTION ARE GONE, BUT BY CHECKING THE HU1871'LOCAL DETAIL AND MEASURING FROM WHERE THE OYSTER HOUSE STOOD, THE HU1871'HOLE IN WHICH STATION COX WAS LOCATED WAS FOUND, BUT THE MARK HU1871'ITSELF HAD BEEN DUG OUT AND DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW1986 *********************************************************************** FW1986 CBN - This is a Cooperative Base Network Control Station. FW1986 DESIGNATION - CRISFIELD FW1986 PID - FW1986 FW1986 STATE/COUNTY- MD/SOMERSET FW1986 USGS QUAD - CRISFIELD (1987) FW1986 FW1986 *CURRENT SURVEY CONTROL FW1986 ___________________________________________________________________ FW1986* NAD 83(1991)- 37 58 28.32216(N) 075 51 34.16608(W) ADJUSTED FW1986* NAVD 88 - 1.147 (meters) 3.76 (feet) ADJUSTED FW1986 ___________________________________________________________________ FW1986 X - 1,229,844.167 (meters) COMP FW1986 Y - -4,881,604.706 (meters) COMP FW1986 Z - 3,903,194.675 (meters) COMP FW1986 LAPLACE CORR- -1.61 (seconds) DEFLEC96 FW1986 ELLIP HEIGHT- -34.918 (meters) GPS OBS FW1986 GEOID HEIGHT- -36.08 (meters) GEOID96 FW1986 DYNAMIC HT - 1.146 (meters) 3.76 (feet) COMP FW1986 MODELED GRAV- 979,970.8 (mgal) NAVD 88 FW1986 FW1986 HORZ ORDER - B FW1986 VERT ORDER - SECOND CLASS II FW1986 ELLP ORDER - FOURTH CLASS I FW1986 FW1986 FW1986 FW1986.The horizontal coordinates were established by GPS observations FW1986.and adjusted by the National Geodetic Survey in October 1991. FW1986 FW1986.The orthometric height was determined by differential leveling FW1986.and adjusted by the National Geodetic Survey in April 1995. FW1986 FW1986.The X, Y, and Z were computed from the position and the ellipsoidal ht. FW1986 FW1986.The Laplace correction was computed from DEFLEC96 derived deflections. FW1986 FW1986.The ellipsoidal height was determined by GPS observations FW1986.and is referenced to NAD 83. FW1986 FW1986.The geoid height was determined by GEOID96. FW1986 FW1986.The dynamic height is computed by dividing the NAVD 88 FW1986.geopotential number by the normal gravity value computed on the FW1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FW1986.degrees latitude (G = 980.6199 gals.). FW1986 FW1986.The modeled gravity was interpolated from observed gravity values. FW1986 FW1986; North East Units Scale Converg. FW1986;SPC MD - 114,177.00 1,641,115.63 sFT 1.00007254 +0 42 57.0 FW1986;SPC MD - 34,801.220 500,213.043 MT 1.00007254 +0 42 57.0 FW1986;SPC VA S - 1,185,383.249 3,731,972.704 MT 1.00000145 +1 36 09.3 FW1986;UTM 18 - 4,203,337.913 424,512.242 MT 0.99967018 -0 31 44.0 FW1986 FW1986 SUPERSEDED SURVEY CONTROL FW1986 FW1986* NGVD 29 - 1.39 (meters) 4.6 (feet) LEVELING FW1986 FW1986.Superseded values are not recommended for survey control. FW1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW1986.See file format.dat to determine how the superseded data were derived. FW1986 FW1986_MARKER: DD = SURVEY DISK FW1986_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE FW1986_STAMPING: CRISFIELD 1990 FW1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FW1986+STABILITY: SURFACE MOTION FW1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FW1986+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994 FW1986 FW1986 HISTORY - Date Condition Recov. By FW1986 HISTORY - 1990 MONUMENTED NGS FW1986 HISTORY - 19901025 GOOD NGS FW1986 HISTORY - 19910102 GOOD NGS FW1986 HISTORY - 19941025 GOOD NOS FW1986 FW1986 STATION DESCRIPTION FW1986 FW1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FW1986'0.9 KM (0.6 MI) SOUTHERLY ALONG FOURTH STREET FROM THE INTERSECTION OF FW1986'MAIN STREET IN CRISFIELD, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG R.R. FW1986'NORRIS HARBOR DRIVE, 27.1 M (88.9 FT) NORTH OF AND LEVEL WITH THE FW1986'DRIVE CENTERLINE, 24.8 M (81.4 FT) WEST OF A WITNESS POST AND THE FW1986'SOUTHWEST CORNER OF A FENCE, 20.4 M (66.9 FT) SOUTH OF THE SOUTHWEST FW1986'CORNER OF A SMALL PARKING LOT, 19.5 M (64.0 FT) NORTH-NORTHEAST OF A FW1986'24-INCH MAN HOLE COVER, 16.6 M (54.5 FT) EAST OF THE EAST EDGE OF A FW1986'PARKING LOT, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. FW1986 FW1986 STATION RECOVERY (1991) FW1986 FW1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 FW1986'STATION IS LOCATED IN THE SOUTH SECTION OF CRISFIELD, AT THE US COAST FW1986'GUARD INSTALLATION AT SOMERS COVE, AND IN A LAWN AREA BETWEEN THE FW1986'ENTRANCE LANE AND A LARGE PAVED PARKING LOT. OWNERSHIP--US COAST FW1986'GUARD. FW1986'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 413 AND 358 AT THE FW1986'NORTHEAST END OF CRISFIELD (NEAR THE BEGINNING OF THE HIGHWAY MEDIAN FW1986'AS YOU ENTER TOWN), GO SOUTHWEST ON HIGHWAY 413 FOR 1.30 KM FW1986'(0.81 MI) TO A STREET LEFT AT THE SHILOH METHODIST CHURCH ON THE FW1986'LEFT. TURN LEFT, SOUTH, ON SOUTH FOURTH STREET FOR 0.94 KM FW1986'(0.58 MI) TO A T-ROAD AT THE MARSH. TURN RIGHT, WEST, ON NORRIS FW1986'HARBOR DRIVE FOR 0.44 KM (0.27 MI) TO THE COAST GUARD INSTALLATION FW1986'ENTRANCE ROAD ON THE RIGHT. CONTINUE AHEAD FOR 0.05 KM (0.03 MI) TO FW1986'THE STATION ON THE RIGHT. FW1986'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 2 CM FW1986'BELOW GROUND. IT IS 27.1 M (88.9 FT) NORTH OF THE ROAD, 16.6 M FW1986'(54.5 FT) EAST OF THE EAST EDGE OF THE LARGE PAVED PARKING LOT, 24.7 FW1986'M (81.0 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE FW1986'SOUTHWEST CORNER OF A FENCED BASKETBALL COURT USED TO STORE BUOYS, FW1986'20.5 M (67.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FW1986'PAVED PARKING LOT USED FOR VEHICLE STORAGE, AND 19.4 M (63.6 FT) FW1986'NORTH-NORTHEAST OF THE CENTER OF A SEWER MANHOLE COVER. FW1986'DESCRIBED BY G.R.HEID. FW1986 FW1986 STATION RECOVERY (1994) FW1986 FW1986'RECOVERY NOTE BY NATIONAL OCEAN SURVEY 1994 (RWD) FW1986'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW1322 *********************************************************************** FW1322 DESIGNATION - CRISFIELD STANDPIPE FW1322 PID - FW1322 FW1322 STATE/COUNTY- MD/SOMERSET FW1322 USGS QUAD - CRISFIELD (1987) FW1322 FW1322 *CURRENT SURVEY CONTROL FW1322 ___________________________________________________________________ FW1322* NAD 83(1993)- 37 58 59.53907(N) 075 50 39.06527(W) ADJUSTED FW1322* NAVD 88 - FW1322 ___________________________________________________________________ FW1322 LAPLACE CORR- -1.66 (seconds) DEFLEC96 FW1322 GEOID HEIGHT- -36.09 (meters) GEOID96 FW1322 FW1322 HORZ ORDER - THIRD FW1322 FW1322 FW1322 FW1322.The horizontal coordinates were established by classical geodetic methods FW1322.and adjusted by the National Geodetic Survey in November 1994. FW1322 FW1322 FW1322.The Laplace correction was computed from DEFLEC96 derived deflections. FW1322 FW1322.The geoid height was determined by GEOID96. FW1322 FW1322; North East Units Scale Converg. FW1322;SPC MD - 117,390.23 1,645,487.71 sFT 1.00007020 +0 43 31.5 FW1322;SPC MD - 35,780.613 501,545.656 MT 1.00007020 +0 43 31.5 FW1322;SPC VA S - 1,186,383.077 3,733,289.912 MT 1.00000306 +1 36 42.8 FW1322;UTM 18 - 4,204,287.742 425,865.273 MT 0.99966769 -0 31 10.4 FW1322 FW1322 SUPERSEDED SURVEY CONTROL FW1322 FW1322 NAD 83(1986)- 37 58 59.53778(N) 075 50 39.09390(W) ADJUSTED FW1322 NAD 27 - 37 58 59.09100(N) 075 50 40.33300(W) ADJUSTED FW1322 FW1322.Superseded values are not recommended for survey control. FW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW1322.See file format.dat to determine how the superseded data were derived. FW1322 FW1322_MARKER: 52 = STANDPIPE TANK FW1322 FW1322 HISTORY - Date Condition Recov. By FW1322 HISTORY - 1932 FIRST OBSERVED CGS FW1322 HISTORY - 1942 GOOD CGS FW1322 FW1322 STATION DESCRIPTION FW1322 FW1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FLG) FW1322'THE STATION IS THE CENTER OF A GREY STANDPIPE, WHICH IS 100 FEET FW1322'HIGH AND 27 FEET IN DIAMETER, LOCATED IN CRISFIELD, FW1322'MARYLAND. STATION IS 168 FEET E OF CHESAPEAKE STREET AND 113 FEET FW1322'N OF SOMERSET STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0606 *********************************************************************** HU0606 DESIGNATION - D 106 HU0606 PID - HU0606 HU0606 STATE/COUNTY- MD/SOMERSET HU0606 USGS QUAD - MARION (1975) HU0606 HU0606 *CURRENT SURVEY CONTROL HU0606 ___________________________________________________________________ HU0606* NAD 83(1986)- 38 00 42. (N) 075 48 47. (W) SCALED HU0606* NAVD 88 - 1.881 (meters) 6.17 (feet) ADJUSTED HU0606 ___________________________________________________________________ HU0606 GEOID HEIGHT- -36.08 (meters) GEOID96 HU0606 DYNAMIC HT - 1.880 (meters) 6.17 (feet) COMP HU0606 MODELED GRAV- 979,974.8 (mgal) NAVD 88 HU0606 HU0606 VERT ORDER - FIRST CLASS I HU0606 HU0606 HU0606 HU0606.The horizontal coordinates were scaled from a topographic map and have HU0606.an estimated accuracy of +/- 6 seconds. HU0606 HU0606.The orthometric height was determined by differential leveling HU0606.and adjusted by the National Geodetic Survey in June 1991. HU0606 HU0606.The geoid height was determined by GEOID96. HU0606 HU0606.The dynamic height is computed by dividing the NAVD 88 HU0606.geopotential number by the normal gravity value computed on the HU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0606.degrees latitude (G = 980.6199 gals.). HU0606 HU0606.The modeled gravity was interpolated from observed gravity values. HU0606 HU0606; North East Units Estimated Accuracy HU0606;SPC MD - 38,980. 504,240. MT (+/- 180 meters Scaled) HU0606 HU0606 SUPERSEDED SURVEY CONTROL HU0606 HU0606* NGVD 29 - 2.133 (meters) 7.00 (feet) ADJUSTED HU0606 HU0606.Superseded values are not recommended for survey control. HU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0606.See file format.dat to determine how the superseded data were derived. HU0606 HU0606_MARKER: DB = BENCH MARK DISK HU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0606_STAMPING: D 106 1963 HU0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0606+STABILITY: SURFACE MOTION HU0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0606+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1990 HU0606 HU0606 HISTORY - Date Condition Recov. By HU0606 HISTORY - 1963 MONUMENTED CGS HU0606 HISTORY - 19901026 GOOD NGS HU0606 HU0606 STATION DESCRIPTION HU0606 HU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0606'3 MI NE FROM CRISFIELD. HU0606'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 413 FROM THE POST OFFICE HU0606'AT CRISFIELD, ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 413 HU0606'FROM THE PENNSYLVANIA RAILROAD STATION AT MARION, ABOUT 0.15 MILE HU0606'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 667, 37 FEET HU0606'SOUTHEAST OF CENTER LINE OF HIGHWAY, 24 FEET NORTHWEST OF HU0606'NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD, 41.5 FEET SOUTHWEST HU0606'OF SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 32.5 HU0606'FEET WEST OF NORTHWEST END OF A 36-INCH PIPE CULVERT UNDER HU0606'RAILROAD, 2 1/2 FEET NORTHWEST OF MILEPOST 13, 1.5 FEET SOUTHEAST HU0606'OF A STEEL WITNESS POST, 3 FEET BELOW LEVEL OF HIGHWAY, AND SET HU0606'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. HU0606 HU0606 STATION RECOVERY (1990) HU0606 HU0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HU0606'4.9 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 413 FROM THE JUNCTION OF HU0606'FOURTH STREET IN CRISFIELD, 0.3 KM (0.2 MI) NORTHEAST OF THE HU0606'INTERSECTION OF STATE HIGHWAY 667, 30.5 M (100.1 FT) NORTHEAST OF THE HU0606'CENTER OF A DRIVEWAY, 12.6 M (41.3 FT) SOUTHWEST OF THE CENTER OF THE HU0606'SOUTHEAST END OF A 24-INCH PIPE CULVERT, 11.2 M (36.7 FT) SOUTHEAST HU0606'OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTHWEST OF THE CENTER OF HU0606'AN ABANDONED RAILROAD BED, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HU0606'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) HU0606'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) HU0606'ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0581 *********************************************************************** HU0581 DESIGNATION - D 107 HU0581 PID - HU0581 HU0581 STATE/COUNTY- MD/SOMERSET HU0581 USGS QUAD - DEAL ISLAND (1975) HU0581 HU0581 *CURRENT SURVEY CONTROL HU0581 ___________________________________________________________________ HU0581* NAD 83(1986)- 38 10 13. (N) 075 56 34. (W) SCALED HU0581* NAVD 88 - 0.963 (meters) 3.16 (feet) ADJUSTED HU0581 ___________________________________________________________________ HU0581 GEOID HEIGHT- -35.77 (meters) GEOID96 HU0581 DYNAMIC HT - 0.963 (meters) 3.16 (feet) COMP HU0581 MODELED GRAV- 979,985.1 (mgal) NAVD 88 HU0581 HU0581 VERT ORDER - FIRST CLASS I HU0581 HU0581 HU0581 HU0581.The horizontal coordinates were scaled from a topographic map and have HU0581.an estimated accuracy of +/- 6 seconds. HU0581 HU0581.The orthometric height was determined by differential leveling HU0581.and adjusted by the National Geodetic Survey in June 1991. HU0581 HU0581.The geoid height was determined by GEOID96. HU0581 HU0581.The dynamic height is computed by dividing the NAVD 88 HU0581.geopotential number by the normal gravity value computed on the HU0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0581.degrees latitude (G = 980.6199 gals.). HU0581 HU0581.The modeled gravity was interpolated from observed gravity values. HU0581 HU0581; North East Units Estimated Accuracy HU0581;SPC MD - 56,440. 492,640. MT (+/- 180 meters Scaled) HU0581 HU0581 SUPERSEDED SURVEY CONTROL HU0581 HU0581* NGVD 29 - 1.222 (meters) 4.01 (feet) ADJUSTED HU0581 HU0581.Superseded values are not recommended for survey control. HU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0581.See file format.dat to determine how the superseded data were derived. HU0581 HU0581_MARKER: DB = BENCH MARK DISK HU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0581_STAMPING: D 107 1963 HU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0581+STABILITY: SURFACE MOTION HU0581 HU0581 HISTORY - Date Condition Recov. By HU0581 HISTORY - 1963 MONUMENTED CGS HU0581 HU0581 STATION DESCRIPTION HU0581 HU0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0581'2.8 MI W FROM DAMES QUARTER. HU0581'2.85 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0581'DAMES QUARTER, ABOUT 0.45 MILES WEST OF THE POST OFFICE AT THE HU0581'SMALL COMMUNITY OF CHANCE, 305 FEET NORTHEAST OF NORTHEAST END OF HU0581'A WOODEN BRIDGE OVER LAWS COVE AND LEADING TO DEAL ISLAND, AT THE HU0581'JUNCTION OF A PRIVATE DRIVEWAY LEADING SOUTHEAST TO A TWO STORY HU0581'FRAME HOUSE, 29.5 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 13 FEET HU0581'SOUTHWEST OF CENTER LINE OF DRIVEWAY, 3 FEET SOUTHEAST OF TELEPHONE HU0581'POLE, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HU0581'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0577 *********************************************************************** HU0577 DESIGNATION - D 108 HU0577 PID - HU0577 HU0577 STATE/COUNTY- MD/SOMERSET HU0577 USGS QUAD - DEAL ISLAND (1975) HU0577 HU0577 *CURRENT SURVEY CONTROL HU0577 ___________________________________________________________________ HU0577* NAD 83(1986)- 38 11 20. (N) 075 53 54. (W) SCALED HU0577* NAVD 88 - 0.827 (meters) 2.71 (feet) ADJUSTED HU0577 ___________________________________________________________________ HU0577 GEOID HEIGHT- -35.80 (meters) GEOID96 HU0577 DYNAMIC HT - 0.827 (meters) 2.71 (feet) COMP HU0577 MODELED GRAV- 979,986.3 (mgal) NAVD 88 HU0577 HU0577 VERT ORDER - FIRST CLASS I HU0577 HU0577 HU0577 HU0577.The horizontal coordinates were scaled from a topographic map and have HU0577.an estimated accuracy of +/- 6 seconds. HU0577 HU0577.The orthometric height was determined by differential leveling HU0577.and adjusted by the National Geodetic Survey in June 1991. HU0577 HU0577.The geoid height was determined by GEOID96. HU0577 HU0577.The dynamic height is computed by dividing the NAVD 88 HU0577.geopotential number by the normal gravity value computed on the HU0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0577.degrees latitude (G = 980.6199 gals.). HU0577 HU0577.The modeled gravity was interpolated from observed gravity values. HU0577 HU0577; North East Units Estimated Accuracy HU0577;SPC MD - 58,550. 496,510. MT (+/- 180 meters Scaled) HU0577 HU0577 SUPERSEDED SURVEY CONTROL HU0577 HU0577* NGVD 29 - 1.086 (meters) 3.56 (feet) ADJUSTED HU0577 HU0577.Superseded values are not recommended for survey control. HU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0577.See file format.dat to determine how the superseded data were derived. HU0577 HU0577_MARKER: DB = BENCH MARK DISK HU0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) HU0577_STAMPING: D 108 1963 HU0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HU0577 HU0577 HISTORY - Date Condition Recov. By HU0577 HISTORY - 1963 MONUMENTED CGS HU0577 HU0577 STATION DESCRIPTION HU0577 HU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0577'AT DAMES QUARTER. HU0577'AT DAMES QUARTER, AT THE SOUTH CORNER OF THE SOMERSET METHODIST HU0577'CHURCH YARD AND CEMETERY, 131 FEET NORTHWEST OF CENTER OF HU0577'JUNCTION OF BLACK TOP ROAD LEADING NORTHWEST AND STATE HIGHWAY HU0577'363, 20 FEET NORTHEAST OF CENTER LINE OF BLACK TOP ROAD, 60.3 HU0577'FEET SOUTH OF SOUTH CORNER OF THE CHURCH, 3 FEET SOUTHEAST OF HU0577'SOUTH CORNER OF CONCRETE BLOCK FENCE SURROUNDING CHURCH AND YARD, HU0577'1 1/2 FEET SOUTHEAST OF POWER POLE T1, 1.5 FEET NORTHWEST OF A HU0577'STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND IS A DISK ON A HU0577'COPPER COATED STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A HU0577'6-INCH TILE WHICH PROJECTS 3 INCHES. THE ROD WAS DRIVEN TO HU0577'REFUSAL AT A DEPTH OF 54.7 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0583 *********************************************************************** HU0583 DESIGNATION - D 57 HU0583 PID - HU0583 HU0583 STATE/COUNTY- MD/SOMERSET HU0583 USGS QUAD - DEAL ISLAND (1975) HU0583 HU0583 *CURRENT SURVEY CONTROL HU0583 ___________________________________________________________________ HU0583* NAD 83(1986)- 38 09 21. (N) 075 56 54. (W) SCALED HU0583* NAVD 88 - 1.999 (meters) 6.56 (feet) ADJUSTED HU0583 ___________________________________________________________________ HU0583 GEOID HEIGHT- -35.78 (meters) GEOID96 HU0583 DYNAMIC HT - 1.997 (meters) 6.55 (feet) COMP HU0583 MODELED GRAV- 979,984.2 (mgal) NAVD 88 HU0583 HU0583 VERT ORDER - FIRST CLASS I HU0583 HU0583 HU0583 HU0583.The horizontal coordinates were scaled from a topographic map and have HU0583.an estimated accuracy of +/- 6 seconds. HU0583 HU0583.The orthometric height was determined by differential leveling HU0583.and adjusted by the National Geodetic Survey in June 1991. HU0583 HU0583.The geoid height was determined by GEOID96. HU0583 HU0583.The dynamic height is computed by dividing the NAVD 88 HU0583.geopotential number by the normal gravity value computed on the HU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0583.degrees latitude (G = 980.6199 gals.). HU0583 HU0583.The modeled gravity was interpolated from observed gravity values. HU0583 HU0583; North East Units Estimated Accuracy HU0583;SPC MD - 54,830. 492,180. MT (+/- 180 meters Scaled) HU0583 HU0583 SUPERSEDED SURVEY CONTROL HU0583 HU0583* NGVD 29 - 2.257 (meters) 7.40 (feet) ADJUSTED HU0583 HU0583.Superseded values are not recommended for survey control. HU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0583.See file format.dat to determine how the superseded data were derived. HU0583 HU0583_MARKER: DB = BENCH MARK DISK HU0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0583_STAMPING: D 57 1942 HU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0583+STABILITY: SURFACE MOTION HU0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HU0583+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988 HU0583 HU0583 HISTORY - Date Condition Recov. By HU0583 HISTORY - 1942 MONUMENTED CGS HU0583 HISTORY - 1963 GOOD CGS HU0583 HISTORY - 19881031 GOOD MDSHA HU0583 HU0583 STATION DESCRIPTION HU0583 HU0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0583'3.9 MI W FROM DAMES QUARTER. HU0583'3.9 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0583'DAMES QUARTER, ON DEAL ISLAND, AT THE NORTHWEST CORNER OF THE ST. HU0583'JOHNS METHODIST CHURCH AND CEMETERY, 18.2 FEET EAST OF CENTER LINE HU0583'OF HIGHWAY, 22.3 FEET NORTH OF THE BRADSHAW TOMBSTONE, 5 FEET HU0583'SOUTHEAST OF SOUTHEAST CORNER OF THE WINDSOR TOMBSTONE, ABOUT LEVEL HU0583'WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH HU0583'GROUND. HU0583 HU0583 STATION RECOVERY (1988) HU0583 HU0583'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1988 HU0583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1898 *********************************************************************** HU1898 DESIGNATION - DAME HU1898 PID - HU1898 HU1898 STATE/COUNTY- MD/SOMERSET HU1898 USGS QUAD - DEAL ISLAND (1975) HU1898 HU1898 *CURRENT SURVEY CONTROL HU1898 ___________________________________________________________________ HU1898* NAD 83(1991)- 38 12 02.33839(N) 075 53 38.79906(W) ADJUSTED HU1898* NAVD 88 - 1. (meters) 3. (feet) SCALED HU1898 ___________________________________________________________________ HU1898 LAPLACE CORR- -2.10 (seconds) DEFLEC96 HU1898 GEOID HEIGHT- -35.79 (meters) GEOID96 HU1898 HU1898 HORZ ORDER - SECOND HU1898 HU1898 HU1898 HU1898.The horizontal coordinates were established by classical geodetic methods HU1898.and adjusted by the National Geodetic Survey in January 1992. HU1898 HU1898.The orthometric height was scaled from a topographic map. HU1898 HU1898.The Laplace correction was computed from DEFLEC96 derived deflections. HU1898 HU1898.The geoid height was determined by GEOID96. HU1898 HU1898; North East Units Scale Converg. HU1898;SPC MD - 196,395.53 1,630,138.35 sFT 1.00001877 +0 41 38.7 HU1898;SPC MD - 59,861.476 496,867.163 MT 1.00001877 +0 41 38.7 HU1898;UTM 18 - 4,228,455.657 421,713.071 MT 0.99967548 -0 33 10.7 HU1898 HU1898: Primary Azimuth Mark Grid Az HU1898:SPC MD - HEAD 2 280 32 32.2 HU1898:UTM 18 - HEAD 2 281 47 21.6 HU1898 HU1898|---------------------------------------------------------------------| HU1898| PID Reference Object Distance Geod. Az | HU1898| dddmmss.s | HU1898| HU1850 WINGATE POINT BEACON APPROX. 4.2 KM 0303025.7 | HU1898| HU1904 WICOMICO RIVER BUOY 8 APPROX. 2.2 KM 0451354.4 | HU1898| DAME RM 1 22328 | HU1898| HV6451 HEAD 2 APPROX.12.3 KM 2811410.9 | HU1898| HU1911 WICOMICO R LIGHTED BELL BUOY 1 APPROX. 3.1 KM 2861814.1 | HU1898| HU1889 CLAY ISLAND SHOAL BEACON APPROX. 4.9 KM 2950209.7 | HU1898|---------------------------------------------------------------------| HU1898 HU1898 SUPERSEDED SURVEY CONTROL HU1898 HU1898 NAD 83(1986)- 38 12 02.33789(N) 075 53 38.82083(W) ADJUSTED HU1898 NAD 27 - 38 12 01.88800(N) 075 53 40.05500(W) ADJUSTED HU1898 HU1898.Superseded values are not recommended for survey control. HU1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1898.See file format.dat to determine how the superseded data were derived. HU1898 HU1898_MARKER: DS = TRIANGULATION STATION DISK HU1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1898 HU1898 HISTORY - Date Condition Recov. By HU1898 HISTORY - 1932 MONUMENTED CGS HU1898 HISTORY - 1942 GOOD CGS HU1898 HISTORY - 1961 GOOD CGS HU1898 HISTORY - 1973 GOOD MDDNR HU1898 HU1898 STATION DESCRIPTION HU1898 HU1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EHB) HU1898'STATION IS ABOUT 4/10 MILE WESTWARD OF ENTRANCE TO DAMES QUARTER HU1898'CREEK, ON THE S SHORE AT THE ENTRANCE TO THE WICOMICO RIVER, AT HU1898'A SMALL RIVER RESORT KNOWN AS TANGIER BEACH. THE CENTER MARK IS HU1898'152.4 FEET FROM THE NEAREST CORNER OF A REFRESHMENT STAND. 105.6 HU1898'FEET E OF THE CENTER LINE OF A ROAD THAT LEADS TO THE BEACH, AND HU1898'207 FEET INSIDE OF THE HIGH-WATER LINE. A GROVE OF VERY TALL HU1898'PINES STAND IMMEDIATELY TO THE N OF THE ROAD MENTIONED ABOVE. HU1898' HU1898'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN HU1898'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A. HU1898' HU1898'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS. HU1898 HU1898 STATION RECOVERY (1942) HU1898 HU1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1898'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE HU1898'ORIGINAL DESCRIPTION-- HU1898' HU1898'(1) REFRESHMENT STAND GONE. HU1898' HU1898'(2) 101.7 FEET E OF CENTER LINE OF ROAD, NOT 105.6 FEET. HU1898' HU1898'(3) 163 FEET INSIDE HIGH-WATER LINE, NOT 207 FEET. HU1898' HU1898'(4) A GROVE OF PINES TO THE W OF THE ROAD, NOT TO THE N OF THE HU1898'ROAD. HU1898' HU1898'THE STATION IS LOCATED ON THE S SHORE OF MONIE BAY OPPOSITE THE HU1898'MOUTH OF THE WICOMICO RIVER AT TANGIER BEACH JUST W OF LONG POINT, HU1898'ABOUT 0.4 MILE W OF DAMES QUARTER CREEK, 1.0 MILE N FROM DAMES HU1898'QUARTER POST OFFICE, 101.7 FEET E OF THE CENTER LINE OF A ROAD HU1898'THAT LEADS TO THE BEACH, AND 163 FEET INSIDE THE HIGH-WATER HU1898'LINE. THE STATION IS IN A LOT COVERED WITH BRUSH, 160 FEET FROM HU1898'THE SW CORNER OF THE LOT, AND CENTER LINE OF THE ROAD, AND 121 FEET HU1898'FROM THE SE CORNER OF THE LOT. THE STATION IS A BRONZE DISK, HU1898'STAMPED DAME 1932, SET IN THE TOP OF A 12-INCH SQUARE HU1898'CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND. THE HU1898'STATION IS IN GOOD CONDITION. HU1898' HU1898'REFERENCE MARK NO.1 IS LOCATED 71.834 FEET SW FROM THE STATION, HU1898'AND IN THE SAME LOT AS THE STATION, 30.5 FEET E OF THE CENTER LINE HU1898'OF THE BEACH ROAD, AND DUE E OF A PEAR TREE ON THE W EDGE OF THE HU1898'ROAD. THE MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD HU1898'THE STATION, STAMPED DAME 1932 NO.1, SET IN THE TOP OF A 12-INCH HU1898'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND. THE HU1898'MARK IS IN GOOD CONDITION. HU1898 HU1898 STATION RECOVERY (1961) HU1898 HU1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB) HU1898'THE STATION AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION. THE HU1898'DESCRIPTION IS NO LONGER ADEQUATE, A NEW ONE FOLLOWS-- HU1898' HU1898'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE WICOMICO HU1898'RIVER. ABOUT 0.4 MILE WEST OF THE MOUTH OF THE DAMES QUARTER CREEK, HU1898'AT SMALL RIVER RESORT KNOWN AS TANGIER BEACH. THE STATION IS HU1898'LOCATED 40.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2 HU1898'STORY SHINGLE HOUSE, 32 FEET EAST OF THE CENTER OF THE CONCRETE HU1898'SEPTIC TANK COVER, 64.2 FEET NORTHWEST OF AN 8 INCH TRIANGULAR HU1898'BLAZED PINE TREE. THE MARK IS A STANDARD DISK, STAMPED DAME HU1898'1932 SET IN A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE LAWN. HU1898' HU1898'THE REFERENCE MARK IS LOCATED 55.9 FEET EAST OF A 1-FOOT PEAR HU1898'TREE WEST OF THE ROAD, 19 FEET NORTH OF THE CENTER OF THE CONCRETE HU1898'STEP OF THE HOUSE, 10.8 FEET WEST OF THE NORTHWEST CORNER OF THE HU1898'HOUSE. MARKED A STANDARD DISK STAMPED DAME NO.1 1932 SET IN THE HU1898'CENTER OF A 10-INCH CONCRETE POST FLUSH WITH THE SURFACE OF THE HU1898'GROUND. HU1898' HU1898'TO REACH FROM THE POST OFFICE IN DAME QUARTER GO SOUTHEAST ON HU1898'STATE ROUTE 363 FOR 0.1 MILE TO PAVED ROAD LEFT, TURN NORTHEAST HU1898'AND GO 0.9 MILE TO GATE AT SHARP TURN IN ROAD, PROCEED THROUGH GATE HU1898'AND GO 0.1 MILE TO HOUSE AND STATION. HU1898 HU1898 STATION RECOVERY (1973) HU1898 HU1898'RECOVERY NOTE BY MD DEPT OF NAT RES 1973 (GEH) HU1898'DAME 1932 GOOD HU1898' HU1898'DAME NO 1 1932 GOOD HU1898' HU1898'RECOVERED AS DESCRIBED WITH STATION LEANING SLIGHTLY TOWARD NE HU1898'WITNESS POST AND SIGN PLACED 3.4 FT E OF STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1906 *********************************************************************** HU1906 DESIGNATION - DEAL 2 1901 HU1906 PID - HU1906 HU1906 STATE/COUNTY- MD/SOMERSET HU1906 USGS QUAD - DEAL ISLAND (1975) HU1906 HU1906 *CURRENT SURVEY CONTROL HU1906 ___________________________________________________________________ HU1906* NAD 83(1993)- 38 08 10.77915(N) 075 57 35.44434(W) ADJUSTED HU1906* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1906 ___________________________________________________________________ HU1906 LAPLACE CORR- -1.86 (seconds) DEFLEC96 HU1906 GEOID HEIGHT- -35.79 (meters) GEOID96 HU1906 HU1906 HORZ ORDER - THIRD HU1906 HU1906 HU1906 HU1906.The horizontal coordinates were established by classical geodetic methods HU1906.and adjusted by the National Geodetic Survey in November 1994. HU1906 HU1906.The orthometric height was scaled from a topographic map. HU1906 HU1906.The Laplace correction was computed from DEFLEC96 derived deflections. HU1906 HU1906.The geoid height was determined by GEOID96. HU1906 HU1906; North East Units Scale Converg. HU1906;SPC MD - 172,750.17 1,611,515.55 sFT 1.00003250 +0 39 10.2 HU1906;SPC MD - 52,654.356 491,190.922 MT 1.00003250 +0 39 10.2 HU1906;UTM 18 - 4,221,376.145 415,883.418 MT 0.99968714 -0 35 34.0 HU1906 HU1906: Primary Azimuth Mark Grid Az HU1906:SPC MD - THOMAS 154 27 30.9 HU1906:UTM 18 - THOMAS 155 42 15.1 HU1906 HU1906|---------------------------------------------------------------------| HU1906| PID Reference Object Distance Geod. Az | HU1906| dddmmss.s | HU1906| HU1890 DEAL ISLAND CHURCH SPIRE APPROX. 2.3 KM 0252815.8 | HU1906| HU1900 DEAL IS COLORED CHURCH SPIRE APPROX. 1.8 KM 0515405.5 | HU1906| HU1888 THOMAS APPROX. 2.5 KM 1550641.1 | HU1906|---------------------------------------------------------------------| HU1906 HU1906 SUPERSEDED SURVEY CONTROL HU1906 HU1906 NAD 83(1986)- 38 08 10.77874(N) 075 57 35.46408(W) ADJUSTED HU1906 NAD 27 - 38 08 10.34800(N) 075 57 36.68600(W) ADJUSTED HU1906 HU1906.Superseded values are not recommended for survey control. HU1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1906.See file format.dat to determine how the superseded data were derived. HU1906 HU1906_MARKER: N = NAIL HU1906_SETTING: 0 = UNSPECIFIED SETTING HU1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HU1906 HU1906 HISTORY - Date Condition Recov. By HU1906 HISTORY - 1901 MONUMENTED CGS HU1906 HISTORY - 1942 MARK NOT FOUND CGS HU1906 HU1906 STATION DESCRIPTION HU1906 HU1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (WIV) HU1906'STATION IS ON EASTERN SIDE OF TANGIER SOUND, ON EXTREME WESTERN HU1906'POINT OF DEAL ISLAND, ABOUT 1-1/2 MILES S OF DEAL ISLAND STEAMBOAT HU1906'WHARF AND ABOUT 1/2 MILE SW OF A LARGE TWO-STORY WHITE HOUSE WITH HU1906'TWO RED-BRICK CHIMNEYS. IT IS MARKED BY NAIL IN PINE STUB INSIDE HU1906'4-INCH TILE PIPE 2 FEET LONG, SET IN CEMENT, FLANGE END DOWN. HU1906 HU1906 STATION RECOVERY (1942) HU1906 HU1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1906'THIS STATION WAS THOROUGHLY SEARCHED FOR BUT NOT RECOVERED. JOHN HU1906'PARKINSON (LIFETIME RESIDENT) AND JAMES WHITE (RESIDENT FOR 40 HU1906'YEARS) CLAIM THAT THE EXTREME WESTERN POINT OF DEAL ISLAND HAS HU1906'RECEDED CONSIDERABLY SINCE THE TIME THE STATION WAS ESTABLISHED. HU1906' HU1906'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1890 *********************************************************************** HU1890 DESIGNATION - DEAL ISLAND CHURCH SPIRE HU1890 PID - HU1890 HU1890 STATE/COUNTY- MD/SOMERSET HU1890 USGS QUAD - DEAL ISLAND (1975) HU1890 HU1890 *CURRENT SURVEY CONTROL HU1890 ___________________________________________________________________ HU1890* NAD 83(1993)- 38 09 18.65205(N) 075 56 54.49725(W) ADJUSTED HU1890* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1890 ___________________________________________________________________ HU1890 LAPLACE CORR- -2.05 (seconds) DEFLEC96 HU1890 GEOID HEIGHT- -35.78 (meters) GEOID96 HU1890 HU1890 HORZ ORDER - THIRD HU1890 HU1890 HU1890 HU1890.The horizontal coordinates were established by classical geodetic methods HU1890.and adjusted by the National Geodetic Survey in November 1994. HU1890 HU1890.The orthometric height was scaled from a topographic map. HU1890 HU1890.The Laplace correction was computed from DEFLEC96 derived deflections. HU1890 HU1890.The geoid height was determined by GEOID96. HU1890 HU1890; North East Units Scale Converg. HU1890;SPC MD - 179,653.31 1,614,707.91 sFT 1.00002835 +0 39 35.9 HU1890;SPC MD - 54,758.438 492,163.954 MT 1.00002835 +0 39 35.9 HU1890;UTM 18 - 4,223,457.858 416,901.615 MT 0.99968504 -0 35 09.6 HU1890 HU1890 SUPERSEDED SURVEY CONTROL HU1890 HU1890 NAD 83(1986)- 38 09 18.65149(N) 075 56 54.51691(W) ADJUSTED HU1890 NAD 27 - 38 09 18.21500(N) 075 56 55.74900(W) ADJUSTED HU1890 HU1890.Superseded values are not recommended for survey control. HU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1890.See file format.dat to determine how the superseded data were derived. HU1890 HU1890_MARKER: 90 = CHURCH SPIRE HU1890 HU1890 HISTORY - Date Condition Recov. By HU1890 HISTORY - 1901 FIRST OBSERVED CGS HU1890 HISTORY - 1907 GOOD CGS HU1890 HISTORY - 1942 GOOD CGS HU1890 HISTORY - 1950 GOOD CGS HU1890 HU1890 STATION DESCRIPTION HU1890 HU1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 HU1890'STATION IS ON DEAL ISLAND, ON MAIN ROAD ABOUT 1/4 MILE FROM HU1890'SHORE AND ABOUT 3/4 MILE S OF LAWS THOROUGHFARE. IT IS CENTER OF HU1890'STEEPLE OF DEAL ISLAND METHODIST CHURCH SPIRE, A SQUARE PYRAMIDAL HU1890'SPIRE, OPEN BELOW, AND DARK COLORED WITH METAL ORNAMENT ON TOP. HU1890 HU1890 STATION RECOVERY (1942) HU1890 HU1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1890'THIS STATION IS LOCATED ON DEAL ISLAND, ABOUT 20 METERS E OF HU1890'STATE HIGHWAY 363, ABOUT 1/4 MILE E FROM THE SHORE, AND ABOUT HU1890'3/4 MILE S OF LAWS THOROUGHFARE. HU1890' HU1890'THE STATION IS THE CENTER OF THE STEEPLE (A SQUARE PYRAMIDAL HU1890'SPIRE, OPEN BELOW, AND PAINTED WHITE WITH A METAL ORNAMENT ON TOP) HU1890'OF THE ST. JOHNS METHODIST EPISCOPAL CHURCH, ALSO KNOWN LOCALLY AS HU1890'THE DEAL ISLAND METHODIST CHURCH. IT IS IN GOOD CONDITION. HU1890 HU1890 STATION RECOVERY (1950) HU1890 HU1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JB) HU1890'STATION WAS RECOVERED IN GOOD CONDITION. THE 1942 DESCRIPTION IS HU1890'ADEQUATE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1854 *********************************************************************** HU1854 DESIGNATION - DOVE HU1854 PID - HU1854 HU1854 STATE/COUNTY- MD/SOMERSET HU1854 USGS QUAD - MONIE (1975) HU1854 HU1854 *CURRENT SURVEY CONTROL HU1854 ___________________________________________________________________ HU1854* NAD 83(1991)- 38 12 15.79600(N) 075 51 33.82942(W) ADJUSTED HU1854* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1854 ___________________________________________________________________ HU1854 LAPLACE CORR- -1.91 (seconds) DEFLEC96 HU1854 GEOID HEIGHT- -35.82 (meters) GEOID96 HU1854 HU1854 HORZ ORDER - THIRD HU1854 HU1854 HU1854 HU1854.The horizontal coordinates were established by classical geodetic methods HU1854.and adjusted by the National Geodetic Survey in January 1992. HU1854 HU1854.The orthometric height was scaled from a topographic map. HU1854 HU1854.The Laplace correction was computed from DEFLEC96 derived deflections. HU1854 HU1854.The geoid height was determined by GEOID96. HU1854 HU1854; North East Units Scale Converg. HU1854;SPC MD - 197,879.55 1,640,096.71 sFT 1.00001801 +0 42 57.2 HU1854;SPC MD - 60,313.808 499,902.477 MT 1.00001801 +0 42 57.2 HU1854;UTM 18 - 4,228,841.681 424,756.458 MT 0.99966973 -0 31 53.5 HU1854 HU1854: Primary Azimuth Mark Grid Az HU1854:SPC MD - GREAT SHOALS LIGHTHOUSE 301 35 40.6 HU1854:UTM 18 - GREAT SHOALS LIGHTHOUSE 302 50 31.3 HU1854 HU1854|---------------------------------------------------------------------| HU1854| PID Reference Object Distance Geod. Az | HU1854| dddmmss.s | HU1854| HU1865 MOUNT VERNON CHURCH SPIRE APPROX. 5.0 KM 0285542.3 | HU1854| DOVE RM 13.980 METERS 14454 | HU1854| HU1905 GREAT SHOALS LIGHTHOUSE APPROX. 2.1 KM 3021837.8 | HU1854|---------------------------------------------------------------------| HU1854 HU1854 SUPERSEDED SURVEY CONTROL HU1854 HU1854 NAD 83(1986)- 38 12 15.79547(N) 075 51 33.85169(W) ADJUSTED HU1854 NAD 27 - 38 12 15.35300(N) 075 51 35.08900(W) ADJUSTED HU1854 HU1854.Superseded values are not recommended for survey control. HU1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1854.See file format.dat to determine how the superseded data were derived. HU1854 HU1854_MARKER: N = NAIL HU1854_SETTING: 0 = UNSPECIFIED SETTING HU1854 HU1854 HISTORY - Date Condition Recov. By HU1854 HISTORY - 1907 MONUMENTED MDSFC HU1854 HISTORY - 1942 MARK NOT FOUND CGS HU1854 HU1854 STATION DESCRIPTION HU1854 HU1854'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1854'STATION IS ON THE S SHORE OF MONIE BAY, ABOUT 1/4 MILE E OF HU1854'ENTRANCE TO PIGEON CREEK, ON MARSHLAND ABOUT 10 YARDS BACK FROM HU1854'HIGH-WATER MARK AND NOT FAR FROM WATER BUSHES WHICH STAND TO HU1854'E. STATION MARK IS NAIL IN PINE STUB FLUSH WITH GROUND. HU1854'REFERENCE MARK IS MARKED BY A HOLE IN THE CENTER OF THE TOP OF A HU1854'MARYLAND SHELL FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE HU1854'CONCRETE POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 HU1854'INCHES. THE LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN HU1854'TOP OF POST. IT IS 13.98 METERS (45.9 FEET) FROM THE STATION HU1854'S 35 DEG 15 MIN E. OTHER DISTANCES AND BEARINGS HU1854'ARE AS FOLLOWS--CHIMNEY OF WHITE HOUSE WITH DARK RED TRIMMINGS, 1 HU1854'1/4 MILES, S 7 DEG 40 MIN W. LEFT SIDE OF NANTICOKE POINT WOODS, HU1854'2-3/4 MILES, N 50 DEG 45 MIN W. TANGENT OF WINGATE POINT, 2 MILES, HU1854'N 04 DEG 59 MIN W. CHIMNEY OF RED ROOF, 2 MILES, N 09 DEG 58 MIN E. HU1854'CHIMNEY ON YELLOW HOUSE WITH RED GABLE ROOF, 3 MILES, N 26 DEG 31 HU1854'MIN E. MOUNT VERNON CHURCH, 3-1/4 MILES, N 28 DEG 56 MIN E. TANGENT HU1854'OF LAND, 300 YARDS, N 48 DEG 57 MIN E. HU1854 HU1854 STATION RECOVERY (1942) HU1854 HU1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1854'THE STATION AND THE REFERENCE MARK WERE SEARCHED FOR THOROUGHLY, HU1854'MEASUREMENTS WERE TAKEN FROM THE APPROXIMATE LOCATION OF THE HU1854'STATION, BUT NO TRACE OF THE CONCRETE MARK WAS FOUND. HU1854' HU1854'IN VIEW OF THE THOROUGH SEARCH NOW AND PREVIOUSLY, IT IS HU1854'RECOMMENDED THAT THE STATION AND REFERENCE MARK BE CONSIDERED LOST. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0491 *********************************************************************** HU0491 DESIGNATION - E 106 HU0491 PID - HU0491 HU0491 STATE/COUNTY- MD/SOMERSET HU0491 USGS QUAD - PRINCESS ANNE (1975) HU0491 HU0491 *CURRENT SURVEY CONTROL HU0491 ___________________________________________________________________ HU0491* NAD 83(1986)- 38 09 12. (N) 075 40 51. (W) SCALED HU0491* NAVD 88 - 4.745 (meters) 15.57 (feet) ADJUSTED HU0491 ___________________________________________________________________ HU0491 GEOID HEIGHT- -36.06 (meters) GEOID96 HU0491 DYNAMIC HT - 4.742 (meters) 15.56 (feet) COMP HU0491 MODELED GRAV- 979,982.9 (mgal) NAVD 88 HU0491 HU0491 VERT ORDER - FIRST CLASS I HU0491 HU0491 HU0491 HU0491.The horizontal coordinates were scaled from a topographic map and have HU0491.an estimated accuracy of +/- 6 seconds. HU0491 HU0491.The orthometric height was determined by differential leveling HU0491.and adjusted by the National Geodetic Survey in June 1991. HU0491 HU0491.The geoid height was determined by GEOID96. HU0491 HU0491.The dynamic height is computed by dividing the NAVD 88 HU0491.geopotential number by the normal gravity value computed on the HU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0491.degrees latitude (G = 980.6199 gals.). HU0491 HU0491.The modeled gravity was interpolated from observed gravity values. HU0491 HU0491; North East Units Estimated Accuracy HU0491;SPC MD - 54,860. 515,620. MT (+/- 180 meters Scaled) HU0491 HU0491 SUPERSEDED SURVEY CONTROL HU0491 HU0491* NGVD 29 - 4.997 (meters) 16.39 (feet) ADJUSTED HU0491 HU0491.Superseded values are not recommended for survey control. HU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0491.See file format.dat to determine how the superseded data were derived. HU0491 HU0491_MARKER: DB = BENCH MARK DISK HU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0491_STAMPING: E 106 1963 HU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0491+STABILITY: SURFACE MOTION HU0491 HU0491 HISTORY - Date Condition Recov. By HU0491 HISTORY - 1963 MONUMENTED CGS HU0491 HISTORY - 1972 GOOD NGS HU0491 HU0491 STATION DESCRIPTION HU0491 HU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0491'3.6 MI SE FROM PRINCESS ANNE. HU0491'2.6 MILES SOUTH ALONG SOMERSET AVENUE AND U.S. HIGHWAY 13 FROM THE HU0491'JUNCTION OF STATE HIGHWAY 363 AT PRINCESS ANNE, THENCE 0.95 MILE HU0491'SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.4 MILE SOUTHEAST HU0491'OF MILEPOST 22, 23.3 FEET NORTHEAST OF NORTHEAST RAIL, 311 FEET HU0491'EAST-SOUTHEAST OF CENTER OF CROSSING OF PRIVATE ROAD LEADING HU0491'NORTHEAST TO A TWO STORY WHITE FRAME HOUSE, 248 FEET SOUTHEAST OF HU0491'A 6-FOOT HIGH WHISTLE POST, 3 1/2 FEET SOUTHEAST OF A TELEPHONE HU0491'POLE, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 1 1/2 FEET HU0491'BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST HU0491'PROJECTING 3 INCHES. HU0491 HU0491 STATION RECOVERY (1972) HU0491 HU0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HU0491'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0474 *********************************************************************** HU0474 DESIGNATION - E 135 HU0474 PID - HU0474 HU0474 STATE/COUNTY- MD/SOMERSET HU0474 USGS QUAD - EDEN (1983) HU0474 HU0474 *CURRENT SURVEY CONTROL HU0474 ___________________________________________________________________ HU0474* NAD 83(1986)- 38 16 03. (N) 075 39 39. (W) SCALED HU0474* NAVD 88 - 6.380 (meters) 20.93 (feet) ADJUSTED HU0474 ___________________________________________________________________ HU0474 GEOID HEIGHT- -35.92 (meters) GEOID96 HU0474 DYNAMIC HT - 6.376 (meters) 20.92 (feet) COMP HU0474 MODELED GRAV- 979,994.7 (mgal) NAVD 88 HU0474 HU0474 VERT ORDER - FIRST CLASS II HU0474 HU0474 HU0474 HU0474.The horizontal coordinates were scaled from a topographic map and have HU0474.an estimated accuracy of +/- 6 seconds. HU0474 HU0474.The orthometric height was determined by differential leveling HU0474.and adjusted by the National Geodetic Survey in June 1991. HU0474 HU0474.The geoid height was determined by GEOID96. HU0474 HU0474.The dynamic height is computed by dividing the NAVD 88 HU0474.geopotential number by the normal gravity value computed on the HU0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0474.degrees latitude (G = 980.6199 gals.). HU0474 HU0474.The modeled gravity was interpolated from observed gravity values. HU0474 HU0474; North East Units Estimated Accuracy HU0474;SPC MD - 67,560. 517,190. MT (+/- 180 meters Scaled) HU0474 HU0474 SUPERSEDED SURVEY CONTROL HU0474 HU0474* NGVD 29 - 6.637 (meters) 21.77 (feet) ADJUSTED HU0474 HU0474.Superseded values are not recommended for survey control. HU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0474.See file format.dat to determine how the superseded data were derived. HU0474 HU0474_MARKER: DB = BENCH MARK DISK HU0474_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED HU0474+WITH SETTING: INTO GROUND HU0474_STAMPING: E 135 1972 HU0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0474+STABILITY: SURFACE MOTION HU0474 HU0474 HISTORY - Date Condition Recov. By HU0474 HISTORY - 1972 MONUMENTED NGS HU0474 HU0474 STATION DESCRIPTION HU0474 HU0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0474'5 MI NE FROM PRINCESS ANNE. HU0474'ABOUT 4.95 MILES NORTHEAST ALONG SOMERSET AVENUE AND U.S. HIGHWAY HU0474'13 FROM THE JUNCTION OF STATE HIGHWAY 363 (PRINCE WILLIAM STREET) HU0474'AT PRINCESS ANNE, 1.05 MILE SOUTHWEST OF A BLACKTOP ROAD CROSSING HU0474'AT EDEN, ABOUT 4.3 MILES SOUTHWEST ALONG THE PENN CENTRAL HU0474'RAILROAD FROM THE CROSSING OF MAIN STREET AT FRUITLAND, IN THE HU0474'U.S. HIGHWAY 13 MEDIAN, 116.5 FEET NORTHWEST OF AND ACROSS THE HU0474'NORTHBOUND LANE OF THE HIGHWAY FROM THE NORTHWEST RAIL OF THE HU0474'PENN CENTRAL RAILROAD, 218 FEET NORTH OF AND ACROSS THE NORTHBOUND HU0474'LANE OF THE HIGHWAY FROM MILEPOST 14, 64 1/2 FEET NORTHEAST OF THE HU0474'CENTER LINE OF A PAVED CROSSOVER ROAD, 45 FEET NORTHWEST OF THE HU0474'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 1.3 FEET HU0474'SOUTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF A 4 FOOT HU0474'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. HU0474'THE DISK PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND AND HU0474'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE HU0474'LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0584 *********************************************************************** HU0584 DESIGNATION - E 57 HU0584 PID - HU0584 HU0584 STATE/COUNTY- MD/SOMERSET HU0584 USGS QUAD - DEAL ISLAND (1975) HU0584 HU0584 *CURRENT SURVEY CONTROL HU0584 ___________________________________________________________________ HU0584* NAD 83(1986)- 38 08 47. (N) 075 56 36. (W) SCALED HU0584* NAVD 88 - 0.742 (meters) 2.43 (feet) ADJUSTED HU0584 ___________________________________________________________________ HU0584 GEOID HEIGHT- -35.80 (meters) GEOID96 HU0584 DYNAMIC HT - 0.742 (meters) 2.43 (feet) COMP HU0584 MODELED GRAV- 979,983.8 (mgal) NAVD 88 HU0584 HU0584 VERT ORDER - FIRST CLASS I HU0584 HU0584 HU0584 HU0584.The horizontal coordinates were scaled from a topographic map and have HU0584.an estimated accuracy of +/- 6 seconds. HU0584 HU0584.The orthometric height was determined by differential leveling HU0584.and adjusted by the National Geodetic Survey in June 1991. HU0584 HU0584.The geoid height was determined by GEOID96. HU0584 HU0584.The dynamic height is computed by dividing the NAVD 88 HU0584.geopotential number by the normal gravity value computed on the HU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0584.degrees latitude (G = 980.6199 gals.). HU0584 HU0584.The modeled gravity was interpolated from observed gravity values. HU0584 HU0584; North East Units Estimated Accuracy HU0584;SPC MD - 53,790. 492,630. MT (+/- 180 meters Scaled) HU0584 HU0584 SUPERSEDED SURVEY CONTROL HU0584 HU0584* NGVD 29 - 1.000 (meters) 3.28 (feet) ADJUSTED HU0584 HU0584.Superseded values are not recommended for survey control. HU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0584.See file format.dat to determine how the superseded data were derived. HU0584 HU0584_MARKER: DB = BENCH MARK DISK HU0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0584_STAMPING: E 57 1942 HU0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0584+STABILITY: SURFACE MOTION HU0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HU0584+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988 HU0584 HU0584 HISTORY - Date Condition Recov. By HU0584 HISTORY - 1942 MONUMENTED CGS HU0584 HISTORY - 1963 GOOD CGS HU0584 HISTORY - 19881031 GOOD MDSHA HU0584 HU0584 STATION DESCRIPTION HU0584 HU0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HU0584'4.9 MI W FROM DAMES QUARTER. HU0584'4.9 MILES WEST ALONG STATE HIGHWAY 363 FROM THE POST OFFICE AT HU0584'DAMES QUARTER, ON DEAL ISLAND, AT THE WEST CORNER OF A CHURCH, 67 HU0584'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 3.5 FEET SOUTHWEST OF HU0584'WEST CORNER OF THE CHURCH, 1/2 FEET BELOW LEVEL OF HIGHWAY, AND HU0584'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. HU0584 HU0584 STATION RECOVERY (1988) HU0584 HU0584'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1988 HU0584'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0472 *********************************************************************** HU0472 DESIGNATION - E 6 HU0472 PID - HU0472 HU0472 STATE/COUNTY- MD/SOMERSET HU0472 USGS QUAD - EDEN (1983) HU0472 HU0472 *CURRENT SURVEY CONTROL HU0472 ___________________________________________________________________ HU0472* NAD 83(1986)- 38 16 25. (N) 075 39 21. (W) SCALED HU0472* NAVD 88 - 7.395 (meters) 24.26 (feet) ADJUSTED HU0472 ___________________________________________________________________ HU0472 GEOID HEIGHT- -35.91 (meters) GEOID96 HU0472 DYNAMIC HT - 7.391 (meters) 24.25 (feet) COMP HU0472 MODELED GRAV- 979,995.4 (mgal) NAVD 88 HU0472 HU0472 VERT ORDER - FIRST CLASS II HU0472 HU0472 HU0472 HU0472.The horizontal coordinates were scaled from a topographic map and have HU0472.an estimated accuracy of +/- 6 seconds. HU0472 HU0472.The orthometric height was determined by differential leveling HU0472.and adjusted by the National Geodetic Survey in June 1991. HU0472 HU0472.The geoid height was determined by GEOID96. HU0472 HU0472.The dynamic height is computed by dividing the NAVD 88 HU0472.geopotential number by the normal gravity value computed on the HU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0472.degrees latitude (G = 980.6199 gals.). HU0472 HU0472.The modeled gravity was interpolated from observed gravity values. HU0472 HU0472; North East Units Estimated Accuracy HU0472;SPC MD - 68,240. 517,620. MT (+/- 180 meters Scaled) HU0472 HU0472 SUPERSEDED SURVEY CONTROL HU0472 HU0472* NGVD 29 - 7.648 (meters) 25.09 (feet) ADJUSTED HU0472 HU0472.Superseded values are not recommended for survey control. HU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0472.See file format.dat to determine how the superseded data were derived. HU0472 HU0472_MARKER: DB = BENCH MARK DISK HU0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0472_STAMPING: E 1935 HU0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0472+STABILITY: SURFACE MOTION HU0472 HU0472 HISTORY - Date Condition Recov. By HU0472 HISTORY - 1935 MONUMENTED CGS HU0472 HU0472 STATION DESCRIPTION HU0472 HU0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 HU0472'0.6 MI S FROM EDEN. HU0472'0.6 MILE SOUTH OF EDEN ON P.R.R., 2860 FT SOUTH OF MILE POST 82-13, HU0472'42 FT EAST OF CENTERLINE OF U.S. RT 13, 27 FT WEST OF CENTERLINE HU0472'OF SOUTH BOUND TRACKS, 1 FT BELOW TOP OF RAIL, A CONCRETE POST HU0472'WITH 1 IN PROJ. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 FW1325 *********************************************************************** FW1325 DESIGNATION - EAST FW1325 PID - FW1325 FW1325 STATE/COUNTY- MD/SOMERSET FW1325 USGS QUAD - CRISFIELD (1987) FW1325 FW1325 *CURRENT SURVEY CONTROL FW1325 ___________________________________________________________________ FW1325* NAD 83(1993)- 37 55 43.27460(N) 075 50 03.53429(W) ADJUSTED FW1325* NAVD 88 - -0. (meters) -0. (feet) SCALED FW1325 ___________________________________________________________________ FW1325 LAPLACE CORR- -1.71 (seconds) DEFLEC96 FW1325 GEOID HEIGHT- -36.16 (meters) GEOID96 FW1325 FW1325 HORZ ORDER - THIRD FW1325 FW1325 FW1325 FW1325.The horizontal coordinates were established by classical geodetic methods FW1325.and adjusted by the National Geodetic Survey in November 1994. FW1325 FW1325.The orthometric height was scaled from a topographic map. FW1325 FW1325.The Laplace correction was computed from DEFLEC96 derived deflections. FW1325 FW1325.The geoid height was determined by GEOID96. FW1325 FW1325; North East Units Scale Converg. FW1325;SPC MD - 97,573.34 1,648,585.94 sFT 1.00008531 +0 43 53.8 FW1325;SPC MD - 29,740.412 502,490.000 MT 1.00008531 +0 43 53.8 FW1325;SPC VA S - 1,180,358.686 3,734,327.497 MT 0.99999329 +1 37 04.3 FW1325;UTM 18 - 4,198,230.941 426,677.849 MT 0.99966621 -0 30 46.3 FW1325 FW1325: Primary Azimuth Mark Grid Az FW1325:SPC MD - BROAD 1923 265 47 47.4 FW1325:SPC VA S - BROAD 1923 264 54 36.9 FW1325:UTM 18 - BROAD 1923 267 02 27.5 FW1325 FW1325|---------------------------------------------------------------------| FW1325| PID Reference Object Distance Geod. Az | FW1325| dddmmss.s | FW1325| EAST RM 6.380 METERS 14947 | FW1325| FW1323 BROAD 1923 APPROX. 1.3 KM 2663141.2 | FW1325|---------------------------------------------------------------------| FW1325 FW1325 SUPERSEDED SURVEY CONTROL FW1325 FW1325 NAD 83(1986)- 37 55 43.27427(N) 075 50 03.56083(W) ADJUSTED FW1325 NAD 27 - 37 55 42.82600(N) 075 50 04.79100(W) ADJUSTED FW1325 FW1325.Superseded values are not recommended for survey control. FW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FW1325.See file format.dat to determine how the superseded data were derived. FW1325 FW1325 HISTORY - Date Condition Recov. By FW1325 HISTORY - 1898 MONUMENTED MDSFC FW1325 HISTORY - 1923 SEE DESCRIPTION CGS FW1325 HISTORY - 1951 GOOD CGS FW1325 HISTORY - 1960 MARK NOT FOUND CGS FW1325 FW1325 STATION DESCRIPTION FW1325 FW1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 FW1325'STATION IS ON THE N SHORE OF POCOMOKE SOUND, BETWEEN APES HOLE FW1325'AND BROAD CREEKS, ON A DETACHED MARSH POINT CALLED OYSTERSHELL FW1325'POINT, ON E SIDE OF ENTRANCE TO COW GAP CREEK. THIS DETACHED FW1325'MARSH POINT OR ISLAND IS ABOUT 200 YARDS FROM THE FW1325'MAINLAND. WATER BUSHES COVER THE NORTHERLY PART OF THE FW1325'ISLAND. IT IS ON THE SOUTHERLY PART OF THE ISLAND, ABOUT 13 FW1325'YARDS S FROM THE SHORE, 14 YARDS W OF SHORE, 36 YARDS N OF FW1325'SHORE, AND 5 YARDS E OF SHORE. STATION MARK IS A SPIKE IN A FW1325'CEMENT-FILLED DRAINTILE PIPE, 3-1/2 FEET LONG, SET WITH FW1325'ITS TOP FLUSH WITH THE SURFACE OF THE GROUND. THE REFERENCE FW1325'MARK IS A HOLE IN THE CENTER OF THE TOP OF A MARYLAND SHELL FW1325'FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE CONCRETE FW1325'POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 INCHES. THE FW1325'LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN TOP OF FW1325'POST. IT IS 6.38 METERS (20.93 FEET) FROM THE STATION FW1325'S 30 DEG 15 MIN E. OTHER DISTANCES AND BEARINGS ARE AS FW1325'FOLLOWS--POLE AT OYSTER HOUSE, 3-1/2 MILES, S 34 DEG 53 MIN W. FW1325'POINT OF LAND W, 200 YARDS,S 63 DEG 06 MIN W. CABIN CHIMNEY, 1/4 FW1325'MILE,S 70 DEG 50 MIN W. TALL TREE, 1-3/4 MILES, N 21 DEG 52 MIN W. FW1325'POINT OF LAND E, 35 YARDS, N 81 DEG 00 MIN E. WHEN FW1325'RECOVERED IN 1916 THE STATION MARK WAS REPORTED AS BEING IN FW1325'VERY SOFT GROUND, WHILE THE REFERENCE MARK WAS REPORTED AS FW1325'HAVING BEEN REMOVED. FW1325 FW1325 STATION RECOVERY (1951) FW1325 FW1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JB) FW1325'STATION WAS RECOVERED AS DESCRIBED. THE REFERENCE MARK WAS NOT FW1325'FOUND. FW1325' FW1325'STATION MARK IS A SPIKE IN A CEMENT-FILLED DRAIN TILE PIPE, FW1325'3-1/2 FEET LONG, SET WITH ITS TOP FLUSH WITH THE SURFACE OF THE FW1325'GROUND. FW1325' FW1325'STATION IS NOW IN AN UNSTABLE CONDITION AS THE SMALL ISLAND ON FW1325'WHICH ORIGINALLY LOCATED HAS ALMOST ERODED AWAY. (PRESENT SIZE FW1325'OF THE ISLAND IS ABOUT 10 FEET IN DIAMETER.) THE STATION MARK IS FW1325'STANDING IN THE WATER JUST OFF THE NE SIDE OF THE ISLAND. FW1325 FW1325 STATION RECOVERY (1960) FW1325 FW1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB) FW1325'STATION NOT RECOVERED AFTER A SEARCH OF THE NE SIDE OF THE FW1325'ISLAND. IT HAS UNDOUBTEDLY BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HV6483 *********************************************************************** HV6483 DESIGNATION - EGG 1901 HV6483 PID - HV6483 HV6483 STATE/COUNTY- MD/SOMERSET HV6483 USGS QUAD - BLOODSWORTH ISLAND (1975) HV6483 HV6483 *CURRENT SURVEY CONTROL HV6483 ___________________________________________________________________ HV6483* NAD 83(1993)- 38 08 28.98974(N) 076 00 32.28090(W) ADJUSTED HV6483* NAVD 88 - -0. (meters) -0. (feet) SCALED HV6483 ___________________________________________________________________ HV6483 LAPLACE CORR- -1.81 (seconds) DEFLEC96 HV6483 GEOID HEIGHT- -35.74 (meters) GEOID96 HV6483 HV6483 HORZ ORDER - THIRD HV6483 HV6483 HV6483 HV6483.The horizontal coordinates were established by classical geodetic methods HV6483.and adjusted by the National Geodetic Survey in November 1994. HV6483 HV6483.The orthometric height was scaled from a topographic map. HV6483 HV6483.The Laplace correction was computed from DEFLEC96 derived deflections. HV6483 HV6483.The geoid height was determined by GEOID96. HV6483 HV6483; North East Units Scale Converg. HV6483;SPC MD - 174,435.08 1,597,367.24 sFT 1.00003138 +0 37 19.2 HV6483;SPC MD - 53,167.919 486,878.510 MT 1.00003138 +0 37 19.2 HV6483;UTM 18 - 4,221,983.109 411,584.650 MT 0.99969628 -0 37 23.5 HV6483 HV6483: Primary Azimuth Mark Grid Az HV6483:SPC MD - HAINES 051 20 58.7 HV6483:UTM 18 - HAINES 052 35 41.4 HV6483 HV6483|---------------------------------------------------------------------| HV6483| PID Reference Object Distance Geod. Az | HV6483| dddmmss.s | HV6483| HU1893 HAINES APPROX. 6.3 KM 0515817.9 | HV6483| HU1890 DEAL ISLAND CHURCH SPIRE APPROX. 5.5 KM 0735228.1 | HV6483| HV6463 PEARL APPROX. 4.3 KM 3443431.4 | HV6483|---------------------------------------------------------------------| HV6483 HV6483 SUPERSEDED SURVEY CONTROL HV6483 HV6483 NAD 83(1986)- 38 08 28.98974(N) 076 00 32.30033(W) ADJUSTED HV6483 NAD 27 - 38 08 28.55200(N) 076 00 33.51300(W) ADJUSTED HV6483 HV6483.Superseded values are not recommended for survey control. HV6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV6483.See file format.dat to determine how the superseded data were derived. HV6483 HV6483_MARKER: N = NAIL HV6483_SETTING: 0 = UNSPECIFIED SETTING HV6483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV6483 HV6483 HISTORY - Date Condition Recov. By HV6483 HISTORY - 1901 MONUMENTED CGS HV6483 HISTORY - 1942 MARK NOT FOUND CGS HV6483 HV6483 STATION DESCRIPTION HV6483 HV6483'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (WIV) HV6483'STATION IS ON THE W SIDE OF TANGIER SOUND, ABOUT 1/2 MILE N OF NE HV6483'POINT OF S MARSH, IN ABOUT THE CENTER OF A SMALL ISLAND KNOWN AS HV6483'TURTLE EGG ISLAND. IT IS MARKED BY NAIL IN PINE STAKE INSIDE A HV6483'4-INCH TILE PIPE 2 FEET LONG, SET IN CEMENT, FLANGE END DOWN. HV6483 HV6483 STATION RECOVERY (1942) HV6483 HV6483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HV6483'THE SMALL ISLAND KNOWN AS TURTLE EGG ISLAND IS NOW ALL COVERED HV6483'WITH WATER EXCEPT FOR ONE SMALL SPOT ABOUT 4 SQUARE METERS IN HV6483'AREA. THIS AREA AS WELL AS THE PART UNDER WATER WHICH COULD BE HV6483'REACHED, WAS SEARCHED THOROUGHLY, BUT THE MARK COULD NOT BE FOUND. HV6483' HV6483'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 GV3605 *********************************************************************** GV3605 DESIGNATION - EWELL GV3605 PID - GV3605 GV3605 STATE/COUNTY- MD/SOMERSET GV3605 USGS QUAD - EWELL (1987) GV3605 GV3605 *CURRENT SURVEY CONTROL GV3605 ___________________________________________________________________ GV3605* NAD 83(1993)- 37 59 44.08493(N) 076 02 21.88981(W) ADJUSTED GV3605* NAVD 88 - 1. (meters) 3. (feet) SCALED GV3605 ___________________________________________________________________ GV3605 LAPLACE CORR- -1.79 (seconds) DEFLEC96 GV3605 GEOID HEIGHT- -35.91 (meters) GEOID96 GV3605 GV3605 HORZ ORDER - FIRST GV3605 GV3605 GV3605 GV3605.The horizontal coordinates were established by classical geodetic methods GV3605.and adjusted by the National Geodetic Survey in November 1994. GV3605 GV3605.The orthometric height was scaled from a topographic map. GV3605 GV3605.The Laplace correction was computed from DEFLEC96 derived deflections. GV3605 GV3605.The geoid height was determined by GEOID96. GV3605 GV3605; North East Units Scale Converg. GV3605;SPC MD - 121,244.04 1,589,169.39 sFT 1.00006689 +0 36 10.4 GV3605;SPC MD - 36,955.258 484,379.798 MT 1.00006689 +0 36 10.4 GV3605;SPC VA S - 1,187,291.345 3,716,109.008 MT 1.00000540 +1 29 36.2 GV3605;UTM 18 - 4,205,834.157 408,735.540 MT 0.99970258 -0 38 23.7 GV3605 GV3605: Primary Azimuth Mark Grid Az GV3605:SPC MD - EWELL RM 3 AZIMUTH 173 14 47.4 GV3605:SPC VA S - EWELL RM 3 AZIMUTH 172 21 21.6 GV3605:UTM 18 - EWELL RM 3 AZIMUTH 174 29 21.5 GV3605 GV3605|---------------------------------------------------------------------| GV3605| PID Reference Object Distance Geod. Az | GV3605| dddmmss.s | GV3605| EWELL RM 1 46.284 METERS 00819 | GV3605| EWELL RM 2 60.536 METERS 10435 | GV3605| EWELL RM 3 AZIMUTH 1735057.8 | GV3605|---------------------------------------------------------------------| GV3605 GV3605 SUPERSEDED SURVEY CONTROL GV3605 GV3605 NAD 83(1986)- 37 59 44.08423(N) 076 02 21.91138(W) ADJUSTED GV3605 NAD 27 - 37 59 43.64000(N) 076 02 23.14500(W) ADJUSTED GV3605 GV3605.Superseded values are not recommended for survey control. GV3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3605.See file format.dat to determine how the superseded data were derived. GV3605 GV3605_MARKER: DS = TRIANGULATION STATION DISK GV3605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) GV3605 GV3605 HISTORY - Date Condition Recov. By GV3605 HISTORY - 1934 MONUMENTED CGS GV3605 HISTORY - 1942 GOOD CGS GV3605 HISTORY - 1961 GOOD CGS GV3605 GV3605 STATION DESCRIPTION GV3605 GV3605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) GV3605'STATION IS ON THE N END OF SMITHS ISLAND, IN CHESAPEAKE BAY, AT GV3605'THE W EDGE OF THE TOWN OF EWELL, MARYLAND, ABOUT 0.3 MILE W OF GV3605'THE CHURCH, ON PROPERTY OWNED BY AARON T. EVANS, 157 FEET S OF GV3605'THE S SHORE LINE OF LEVINS CREEK, 74 FEET SSE OF THE SE CORNER OF GV3605'THE HOUSE, 27 FEET S OF A 24-INCH BLACK WALNUT TREE, 13 FEET S OF GV3605'S FENCE CORNER (PICKET FENCE), 37 FEET W OF 16-INCH PEAR TREE, GV3605'MARK PROJECTS 6 INCHES ABOVE GROUND. GV3605' GV3605'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE GV3605'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A. GV3605' GV3605'REFERENCE MARK NO.1 IS N OF STATION, PROJECTS 6 INCHES, 68 FEET GV3605'N OF NE CORNER OF OLD WASH HOUSE, 5 FEET S OF HIGH-WATER MARK, GV3605'121 FEET NE OF NE CORNER OF HOUSE, 37 FEET ENE OF 10-INCH BLACK GV3605'WALNUT TREE. GV3605' GV3605'REFERENCE MARK NO.2 IS SE OF STATION, PROJECTS 6 INCHES, IN ROW GV3605'OF SHRUBBERY ON E SIDE OF PROPERTY, 15 FEET W OF SW CORNER OF GV3605'SMALL POND, 157 FEET S OF SHORE LINE. GV3605' GV3605'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS SSE OF STATION, GV3605'PROJECTS 8 INCHES ABOVE GROUND, ABOUT 1/2 MILE BY ROAD FROM THE GV3605'CHURCH IN EWELL, ON ROAD FROM EWELL TO ROADS POINT, 4 PACES W OF GV3605'CENTER LINE OF ROAD, 6 PACES N OF PATH TO HOUSE ON BEACH, 1 FOOT GV3605'NNW OF FENCE CORNER, 18 INCHES W OF DRAIN DITCH. GV3605' GV3605'A 64-FOOT TOWER IS NECESSARY. GV3605 GV3605 STATION RECOVERY (1942) GV3605 GV3605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) GV3605'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE ORIGINAL GV3605'DESCRIPTION-- GV3605' GV3605'(1) REFERENCE MARK NO.1 IS LOCATED 161.82 FEET N OF THE STATION, GV3605'NOT 151.85 FEET. GV3605' GV3605'THE STATION IS LOCATED ON THE N END OF SMITHS ISLAND ON THE GV3605'W EDGE OF THE TOWN OF EWELL, ABOUT 0.3 MILE W OF THE CHURCH, ON GV3605'PROPERTY OWNED BY AARON T. EVANS, 157 FEET S OF THE S SHORE LINE GV3605'OF LEVINS CREEK, 74 FEET SE OF THE SE CORNER OF EVANS HOUSE, 27 GV3605'FEET S OF A 26-INCH BLACK WALNUT TREE, 13 FEET S OF THE SE FENCE GV3605'CORNER, 37 FEET W OF A 16-INCH PEAR TREE, AND IN A CLUMP OF FIG GV3605'BUSHES. GV3605' GV3605'THE STATION IS A BRONZE DISK, STAMPED EWELL 1934, SET IN THE GV3605'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 6 INCHES GV3605'ABOVE THE GROUND. THE MARK IS IN GOOD CONDITION. GV3605' GV3605'REFERENCE MARK NO.1 IS LOCATED 161.82 FEET N OF THE STATION, 68 GV3605'FEET N OF THE NE CORNER OF THE OLD WASHHOUSE, 5 FEET S OF THE GV3605'RIP RAP BULKHEAD AT THE HIGH-WATER LINE, 125 FEET NE OF THE NE GV3605'CORNER OF THE EVANS HOUSE, AND 37 FEET NE OF A 12-INCH BLACK GV3605'WALNUT TREE. THE MARK IS A BRONZE DISK, WITH THE ARROW POINTING GV3605'TOWARD THE STATION, STAMPED EWELL 1934 NO.1 SET IN THE TOP OF A GV3605'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES ABOVE GV3605'THE GROUND. THE MARK IS IN GOOD CONDITION. GV3605' GV3605'REFERENCE MARK NO.2 IS LOCATED 198.61 FEET SE OF THE STATION, GV3605'15 FEET W OF THE SW CORNER OF A SMALL POND, IN A ROW OF BUSHES GV3605'WHICH LINES THE FIELD, AND 157 FEET S OF THE SHORE LINE. THE GV3605'MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE STATION, GV3605'STAMPED EWELL 1934 NO.2, SET IN THE TOP OF A 10-INCH SQUARE GV3605'CONCRETE MONUMENT, WHICH EXTENDS 6 INCHES ABOVE THE GROUND. THE GV3605'MARK IS IN GOOD CONDITION. GV3605' GV3605'REFERENCE MARK NO.3 (THE AZIMUTH MARK) IS LOCATED 1/4 MILE SE OF GV3605'THE STATION ABOUT 1/2 MILE FROM THE CHURCH IN EWELL ON THE ROAD TO GV3605'RHODES POINT, 13 FEET W OF THE CENTER LINE OF THE ROAD, 14 FEET GV3605'N OF THE PATH TO A HOUSE ON THE BEACH, 1 FOOT NW OF A FENCE GV3605'CORNER, AND 18 INCHES W OF A DITCH. THE MARK IS A BRONZE DISK, GV3605'WITH THE ARROW POINTING TOWARD THE STATION, STAMPED EWELL 1934 GV3605'NO.3, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, GV3605'WHICH EXTENDS 6 INCHES ABOVE THE GROUND. THE MARK IS IN GOOD GV3605'CONDITION. GV3605 GV3605 STATION RECOVERY (1961) GV3605 GV3605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB) GV3605'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF W.D.P. IN GV3605'1942. THE DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 GV3611 *********************************************************************** GV3611 DESIGNATION - EWELL ME CHURCH SPIRE GV3611 PID - GV3611 GV3611 STATE/COUNTY- MD/SOMERSET GV3611 USGS QUAD - EWELL (1987) GV3611 GV3611 *CURRENT SURVEY CONTROL GV3611 ___________________________________________________________________ GV3611* NAD 83(1993)- 37 59 42.64878(N) 076 02 00.01566(W) ADJUSTED GV3611* NAVD 88 - 1. (meters) 3. (feet) SCALED GV3611 ___________________________________________________________________ GV3611 LAPLACE CORR- -1.74 (seconds) DEFLEC96 GV3611 GEOID HEIGHT- -35.92 (meters) GEOID96 GV3611 GV3611 HORZ ORDER - THIRD GV3611 GV3611 GV3611 GV3611.The horizontal coordinates were established by classical geodetic methods GV3611.and adjusted by the National Geodetic Survey in November 1994. GV3611 GV3611.The orthometric height was scaled from a topographic map. GV3611 GV3611.The Laplace correction was computed from DEFLEC96 derived deflections. GV3611 GV3611.The geoid height was determined by GEOID96. GV3611 GV3611; North East Units Scale Converg. GV3611;SPC MD - 121,117.25 1,590,921.98 sFT 1.00006699 +0 36 24.2 GV3611;SPC MD - 36,916.611 484,913.988 MT 1.00006699 +0 36 24.2 GV3611;SPC VA S - 1,187,261.007 3,716,643.702 MT 1.00000533 +1 29 49.5 GV3611;UTM 18 - 4,205,783.952 409,268.572 MT 0.99970139 -0 38 10.2 GV3611 GV3611 SUPERSEDED SURVEY CONTROL GV3611 GV3611 NAD 83(1986)- 37 59 42.64799(N) 076 02 00.03690(W) ADJUSTED GV3611 NAD 27 - 37 59 42.20500(N) 076 02 01.27700(W) ADJUSTED GV3611 GV3611.Superseded values are not recommended for survey control. GV3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3611.See file format.dat to determine how the superseded data were derived. GV3611 GV3611_MARKER: 90 = CHURCH SPIRE GV3611 GV3611 HISTORY - Date Condition Recov. By GV3611 HISTORY - 1942 FIRST OBSERVED CGS GV3611 HISTORY - 1961 GOOD CGS GV3611 GV3611 STATION DESCRIPTION GV3611 GV3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP) GV3611'LOCATED ON THE W SIDE OF THE VILLAGE OF EWELL ON SMITH GV3611'ISLAND. SPIRE IS ON THE N END OF THE WHITE WOODEN CHURCH. GV3611 GV3611 STATION RECOVERY (1961) GV3611 GV3611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB) GV3611'SPIRE RECOVERED AS DESCRIBED. THE DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0492 *********************************************************************** HU0492 DESIGNATION - F 106 HU0492 PID - HU0492 HU0492 STATE/COUNTY- MD/SOMERSET HU0492 USGS QUAD - PRINCESS ANNE (1975) HU0492 HU0492 *CURRENT SURVEY CONTROL HU0492 ___________________________________________________________________ HU0492* NAD 83(1986)- 38 08 47. (N) 075 40 16. (W) SCALED HU0492* NAVD 88 - 5.148 (meters) 16.89 (feet) ADJUSTED HU0492 ___________________________________________________________________ HU0492 GEOID HEIGHT- -36.08 (meters) GEOID96 HU0492 DYNAMIC HT - 5.145 (meters) 16.88 (feet) COMP HU0492 MODELED GRAV- 979,982.1 (mgal) NAVD 88 HU0492 HU0492 VERT ORDER - FIRST CLASS I HU0492 HU0492 HU0492 HU0492.The horizontal coordinates were scaled from a topographic map and have HU0492.an estimated accuracy of +/- 6 seconds. HU0492 HU0492.The orthometric height was determined by differential leveling HU0492.and adjusted by the National Geodetic Survey in June 1991. HU0492 HU0492.The geoid height was determined by GEOID96. HU0492 HU0492.The dynamic height is computed by dividing the NAVD 88 HU0492.geopotential number by the normal gravity value computed on the HU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0492.degrees latitude (G = 980.6199 gals.). HU0492 HU0492.The modeled gravity was interpolated from observed gravity values. HU0492 HU0492; North East Units Estimated Accuracy HU0492;SPC MD - 54,100. 516,490. MT (+/- 180 meters Scaled) HU0492 HU0492 SUPERSEDED SURVEY CONTROL HU0492 HU0492* NGVD 29 - 5.401 (meters) 17.72 (feet) ADJUSTED HU0492 HU0492.Superseded values are not recommended for survey control. HU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0492.See file format.dat to determine how the superseded data were derived. HU0492 HU0492_MARKER: DB = BENCH MARK DISK HU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0492_STAMPING: F 106 1963 HU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0492+STABILITY: SURFACE MOTION HU0492 HU0492 HISTORY - Date Condition Recov. By HU0492 HISTORY - 1963 MONUMENTED CGS HU0492 HISTORY - 1972 GOOD NGS HU0492 HU0492 STATION DESCRIPTION HU0492 HU0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0492'4.2 MI SE FROM PRINCESS ANNE. HU0492'ABOUT 2.6 MILES SOUTH ALONG SOMERSET AVENUE AND U.S. HIGHWAY 13 HU0492'FROM THE JUNCTION OF STATE HIGHWAY 363 AT PRINCESS ANNE, THENCE HU0492'1.65 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD, 1.0 MILE HU0492'NORTHWEST OF THE CROSSING OF A SAND ROAD, 0.1 MILE SOUTHEAST OF HU0492'MILEPOST 23, 51 FEET SOUTHWEST OF POWER LINE POLE NO. 29, 42.5 HU0492'FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET SOUTHWEST OF A HU0492'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE HU0492'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF HU0492'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0502 *********************************************************************** HU0502 DESIGNATION - F 135 HU0502 PID - HU0502 HU0502 STATE/COUNTY- MD/SOMERSET HU0502 USGS QUAD - POCOMOKE CITY (1980) HU0502 HU0502 *CURRENT SURVEY CONTROL HU0502 ___________________________________________________________________ HU0502* NAD 83(1986)- 38 06 20. (N) 075 37 03. (W) SCALED HU0502* NAVD 88 - 5.865 (meters) 19.24 (feet) ADJUSTED HU0502 ___________________________________________________________________ HU0502 GEOID HEIGHT- -36.19 (meters) GEOID96 HU0502 DYNAMIC HT - 5.862 (meters) 19.23 (feet) COMP HU0502 MODELED GRAV- 979,977.0 (mgal) NAVD 88 HU0502 HU0502 VERT ORDER - FIRST CLASS II HU0502 HU0502 HU0502 HU0502.The horizontal coordinates were scaled from a topographic map and have HU0502.an estimated accuracy of +/- 6 seconds. HU0502 HU0502.The orthometric height was determined by differential leveling HU0502.and adjusted by the National Geodetic Survey in June 1991. HU0502 HU0502.The geoid height was determined by GEOID96. HU0502 HU0502.The dynamic height is computed by dividing the NAVD 88 HU0502.geopotential number by the normal gravity value computed on the HU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0502.degrees latitude (G = 980.6199 gals.). HU0502 HU0502.The modeled gravity was interpolated from observed gravity values. HU0502 HU0502; North East Units Estimated Accuracy HU0502;SPC MD - 49,640. 521,250. MT (+/- 180 meters Scaled) HU0502 HU0502 SUPERSEDED SURVEY CONTROL HU0502 HU0502* NGVD 29 - 6.117 (meters) 20.07 (feet) ADJUSTED HU0502 HU0502.Superseded values are not recommended for survey control. HU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0502.See file format.dat to determine how the superseded data were derived. HU0502 HU0502_MARKER: DB = BENCH MARK DISK HU0502_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED HU0502+WITH SETTING: INTO GROUND HU0502_STAMPING: F 135 1972 HU0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0502+STABILITY: SURFACE MOTION HU0502 HU0502 HISTORY - Date Condition Recov. By HU0502 HISTORY - 1972 MONUMENTED NGS HU0502 HU0502 STATION DESCRIPTION HU0502 HU0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0502'3.4 MI NW FROM POCOMOKE CITY. HU0502'ABOUT 3.45 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM HU0502'THE CROSSING OF CLARKE AVENUE AT POCOMOKE CITY, 0.15 MILE HU0502'NORTHWEST OF A BLACK TOP ROAD CROSSING, 0.2 MILE SOUTHEAST OF HU0502'MILEPOST 27, BETWEEN THE TRACK AND A BLACK TOP ROAD (OLD U.S. HU0502'HIGHWAY 13), 71 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM A HU0502'LONE 12 INCH CEDAR TREE, 35 1/2 FEET SOUTHEAST OF POWER LINE POLE HU0502'NO. 184, 47 1/2 FEET NORTHWEST OF A POWER LINE BRACE POLE, 41 1/2 HU0502'FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 20.3 HU0502'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.7 FEET NORTHWEST OF A HU0502'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND ON THE TOP OF HU0502'A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE HU0502'PLATE. THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND HU0502'ENCASED IN A 4 INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE HU0502'LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0477 *********************************************************************** HU0477 DESIGNATION - F 6 HU0477 PID - HU0477 HU0477 STATE/COUNTY- MD/SOMERSET HU0477 USGS QUAD - PRINCESS ANNE (1975) HU0477 HU0477 *CURRENT SURVEY CONTROL HU0477 ___________________________________________________________________ HU0477* NAD 83(1986)- 38 14 53. (N) 075 40 33. (W) SCALED HU0477* NAVD 88 - 5.977 (meters) 19.61 (feet) ADJUSTED HU0477 ___________________________________________________________________ HU0477 GEOID HEIGHT- -35.94 (meters) GEOID96 HU0477 DYNAMIC HT - 5.974 (meters) 19.60 (feet) COMP HU0477 MODELED GRAV- 979,992.5 (mgal) NAVD 88 HU0477 HU0477 VERT ORDER - FIRST CLASS I HU0477 HU0477 HU0477 HU0477.The horizontal coordinates were scaled from a topographic map and have HU0477.an estimated accuracy of +/- 6 seconds. HU0477 HU0477.The orthometric height was determined by differential leveling HU0477.and adjusted by the National Geodetic Survey in June 1991. HU0477 HU0477.The geoid height was determined by GEOID96. HU0477 HU0477.The dynamic height is computed by dividing the NAVD 88 HU0477.geopotential number by the normal gravity value computed on the HU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0477.degrees latitude (G = 980.6199 gals.). HU0477 HU0477.The modeled gravity was interpolated from observed gravity values. HU0477 HU0477; North East Units Estimated Accuracy HU0477;SPC MD - 65,380. 515,910. MT (+/- 180 meters Scaled) HU0477 HU0477 SUPERSEDED SURVEY CONTROL HU0477 HU0477* NGVD 29 - 6.234 (meters) 20.45 (feet) ADJUSTED HU0477 HU0477.Superseded values are not recommended for survey control. HU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0477.See file format.dat to determine how the superseded data were derived. HU0477 HU0477_MARKER: DB = BENCH MARK DISK HU0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0477_STAMPING: F 6 1935 HU0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0477+STABILITY: SURFACE MOTION HU0477 HU0477 HISTORY - Date Condition Recov. By HU0477 HISTORY - 1935 MONUMENTED CGS HU0477 HISTORY - 1972 GOOD NGS HU0477 HU0477 STATION DESCRIPTION HU0477 HU0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0477'3.3 MI NE FROM PRINCESS ANNE. HU0477'ABOUT 3.3 MILES NORTHEAST ALONG SOMERSET AVENUE AND U.S. HIGHWAY HU0477'13 FROM THE JUNCTION OF STATE HIGHWAY 363 AT PRINCESS ANNE, 0.4 HU0477'MILE NORTHEAST OF MILEPOST 16 OF THE PENN CENTRAL RAILROAD, AT THE HU0477'CROSSING OF STATE HIGHWAY 529, 95 FEET SOUTHEAST OF THE CENTER HU0477'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 47 1/2 FEET WEST OF HU0477'THE CENTER OF THE CROSSING OF STATE HIGHWAY 529 AND THE TRACK OF HU0477'THE PENN CENTRAL RAILROAD, 29.5 FEET NORTHWEST OF THE NORTHWEST HU0477'RAIL, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT SOUTHWEST HU0477'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HWY., SET IN THE HU0477'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE HU0477'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0587 *********************************************************************** HU0587 DESIGNATION - F 8 HU0587 PID - HU0587 HU0587 STATE/COUNTY- MD/SOMERSET HU0587 USGS QUAD - PRINCESS ANNE (1975) HU0587 HU0587 *CURRENT SURVEY CONTROL HU0587 ___________________________________________________________________ HU0587* NAD 83(1986)- 38 09 44. (N) 075 41 20. (W) SCALED HU0587* NAVD 88 - 4.783 (meters) 15.69 (feet) ADJUSTED HU0587 ___________________________________________________________________ HU0587 GEOID HEIGHT- -36.04 (meters) GEOID96 HU0587 DYNAMIC HT - 4.780 (meters) 15.68 (feet) COMP HU0587 MODELED GRAV- 979,983.9 (mgal) NAVD 88 HU0587 HU0587 VERT ORDER - FIRST CLASS II HU0587 HU0587 HU0587 HU0587.The horizontal coordinates were scaled from a topographic map and have HU0587.an estimated accuracy of +/- 6 seconds. HU0587 HU0587.The orthometric height was determined by differential leveling HU0587.and adjusted by the National Geodetic Survey in June 1991. HU0587 HU0587.The geoid height was determined by GEOID96. HU0587 HU0587.The dynamic height is computed by dividing the NAVD 88 HU0587.geopotential number by the normal gravity value computed on the HU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0587.degrees latitude (G = 980.6199 gals.). HU0587 HU0587.The modeled gravity was interpolated from observed gravity values. HU0587 HU0587; North East Units Estimated Accuracy HU0587;SPC MD - 55,830. 514,900. MT (+/- 180 meters Scaled) HU0587 HU0587 SUPERSEDED SURVEY CONTROL HU0587 HU0587* NGVD 29 - 5.029 (meters) 16.50 (feet) ADJUSTED HU0587 HU0587.Superseded values are not recommended for survey control. HU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0587.See file format.dat to determine how the superseded data were derived. HU0587 HU0587_MARKER: DB = BENCH MARK DISK HU0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0587_STAMPING: F 8 1935 HU0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0587+STABILITY: SURFACE MOTION HU0587 HU0587 HISTORY - Date Condition Recov. By HU0587 HISTORY - 1935 MONUMENTED CGS HU0587 HISTORY - 1942 GOOD CGS HU0587 HISTORY - 1963 MARK NOT FOUND CGS HU0587 HU0587 STATION DESCRIPTION HU0587 HU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 HU0587'AT PENINSULA JUNCTION. HU0587'AT PENINSULA JUNCTION, 2.5 MILES SOUTH OF PRINCESS ANNE, 800 FEET HU0587'SOUTH OF THE JUNCTION OF THE MAIN LINE OF THE PENNSYLVANIA RAILROAD HU0587'AND THE CRISFIELD BRANCH LINE, 141 FEET EAST OF U.S. 13, 60 FEET HU0587'NORTH OF THE NORTHWEST CORNER OF A LARGE BRICK PUMP HOUSE, AND 8 HU0587'FEET WEST OF THE MOST WESTERLY OF TWO 40-FOOT WATER TANKS. A HU0587'STANDARD DISK, STAMPED F 8 1935 AND SET IN THE TOP OF A CONCRETE HU0587'POST PROJECTING 2 INCHES ABOVE THE GROUND. HU0587 HU0587 STATION RECOVERY (1963) HU0587 HU0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 HU0587'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1870 *********************************************************************** HU1870 DESIGNATION - FITZ MSFC 1907 HU1870 PID - HU1870 HU1870 STATE/COUNTY- MD/SOMERSET HU1870 USGS QUAD - MONIE (1975) HU1870 HU1870 *CURRENT SURVEY CONTROL HU1870 ___________________________________________________________________ HU1870* NAD 83(1993)- 38 09 17.50841(N) 075 47 25.44937(W) ADJUSTED HU1870* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1870 ___________________________________________________________________ HU1870 LAPLACE CORR- -1.89 (seconds) DEFLEC96 HU1870 GEOID HEIGHT- -35.94 (meters) GEOID96 HU1870 HU1870 HORZ ORDER - THIRD HU1870 HU1870 HU1870 HU1870.The horizontal coordinates were established by classical geodetic methods HU1870.and adjusted by the National Geodetic Survey in November 1994. HU1870 HU1870.The orthometric height was scaled from a topographic map. HU1870 HU1870.The Laplace correction was computed from DEFLEC96 derived deflections. HU1870 HU1870.The geoid height was determined by GEOID96. HU1870 HU1870; North East Units Scale Converg. HU1870;SPC MD - 180,100.55 1,660,160.79 sFT 1.00002842 +0 45 33.1 HU1870;SPC MD - 54,894.757 506,018.020 MT 1.00002842 +0 45 33.1 HU1870;UTM 18 - 4,223,292.768 430,750.425 MT 0.99965906 -0 29 18.0 HU1870 HU1870: Primary Azimuth Mark Grid Az HU1870:SPC MD - WAB MSFC 1907 067 55 44.5 HU1870:UTM 18 - WAB MSFC 1907 069 10 35.6 HU1870 HU1870|---------------------------------------------------------------------| HU1870| PID Reference Object Distance Geod. Az | HU1870| dddmmss.s | HU1870| HU1873 WAB MSFC 1907 APPROX. 0.9 KM 0684117.6 | HU1870|---------------------------------------------------------------------| HU1870 HU1870 SUPERSEDED SURVEY CONTROL HU1870 HU1870 NAD 83(1986)- 38 09 17.50439(N) 075 47 25.47432(W) ADJUSTED HU1870 NAD 27 - 38 09 17.06100(N) 075 47 26.69600(W) ADJUSTED HU1870 HU1870.Superseded values are not recommended for survey control. HU1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1870.See file format.dat to determine how the superseded data were derived. HU1870 HU1870_MARKER: H = DRILL HOLE HU1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU1870+STABILITY: SURFACE MOTION HU1870 HU1870 HISTORY - Date Condition Recov. By HU1870 HISTORY - 1907 MONUMENTED MDSFC HU1870 HISTORY - 1942 GOOD CGS HU1870 HISTORY - 1949 GOOD CGS HU1870 HISTORY - 1965 GOOD LOCENG HU1870 HISTORY - 1973 GOOD MDDNR HU1870 HISTORY - 1982 GOOD LOCENG HU1870 HU1870 STATION DESCRIPTION HU1870 HU1870'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY) HU1870'STATION IS ON THE NORTHWESTERN SHORE OF THE UPPER PART OF HU1870'MANOKIN RIVER, ABOUT 1 MILE NE FROM LOCUST POINT, ON THE EDGE HU1870'OF THE LAWN OF A LARGE OLD RED BRICK HOUSE OWNED BY A HU1870'MR. FITZGERALD, ABOUT 4 YARDS W OF SHORE AND 23 YARDS SW OF HU1870'EXTREME END OF POINT. FOUR LOCUST TREES, EACH 8 INCHES IN HU1870'DIAMETER, STAND BACK OF STATION, AND THERE IS A COBBLESTONE HU1870'ABOUT 12 INCHES IN DIAMETER ABOUT 2 YARDS TO THE E. HU1870'THERE IS A SMALL POND 20 YARDS TO THE N OF THE STATION. HU1870'STATION MARK IS A HOLE IN THE CENTER OF THE TOP OF A MARYLAND HU1870'SHELL FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE HU1870'CONCRETE POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 HU1870'INCHES. THE LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK HU1870'IN TOP OF POST. DISTANCES AND BEARINGS TO VARIOUS HU1870'POINTS OF REFERENCE ARE AS FOLLOWS--CHIMNEY OF WHITE HOUSE, HU1870'1/2 MILE, S 49 DEG 25 MIN W. NAIL IN BLAZE IN 8-INCH LOCUST HU1870'TREE, 5.42 METERS (17.78 FEET), N 64 DEG 08 MIN W. NEAR CORNER OF HU1870'BRICK HOUSE, 100 YARDS N 29 DEG 36 MIN W. NAIL IN BLAZE IN HU1870'8-INCH LOCUST TREE, 6.24 METERS (20.47 FEET), N 39 DEG 42 MIN E. HU1870'CHIMNEY OF UNPAINTED HOUSE, 1/2 MILE, N 54 DEG 52 MIN E. HU1870'CHIMNEY OF CABIN NEAR STATION WAB, 1/2 MILE, N 68 DEG 42 MIN E. HU1870 HU1870 STATION RECOVERY (1942) HU1870 HU1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HU1870'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE HU1870'ORIGINAL DESCRIPTION-- HU1870' HU1870'(1) DELETE 4 YARDS W . . . . END OF POINT. THE SHORELINE HAS HU1870'CHANGED, SEE NEW DESCRIPTION FOR SHORELINE DATA. HU1870' HU1870'(2) DELETE ALL REFERENCE DATA PERTAINING TO LOCUST TREES. THESE HU1870'LOCUST TREES ARE DESTROYED. HU1870' HU1870'(3) THE RED BRICK HOUSE IS NOW OWNED BY MR. FUNKE, NOT HU1870'MR. FITZGERALD. HU1870' HU1870'(4) DELETE REFERENCE DATA MADE TO A COBBLESTONE AND A SMALL HU1870'POND. BOTH ARE DESTROYED. HU1870' HU1870'(5) THE MONUMENT EXTENDS 8 INCHES ABOVE GROUND, NOT 4 INCHES. HU1870' HU1870'THIS STATION IS LOCATED ON THE NORTHWESTERN SHORE OF THE UPPER HU1870'PART OF THE MANOKIN RIVER, ABOUT 1.0 MILE NE FROM LOCUST POINT, HU1870'ON THE SE EDGE OF THE LAWN OF A LARGE OLD RED BRICK HOUSE OWNED HU1870'BY A MR. FUNKE, 97 METERS SE OF THE SE CORNER OF THE LARGE RED HU1870'BRICK HOUSE, ABOUT 65 METERS SW OF A SMALL PIER AND 18.5 METERS HU1870'N AND 13.5 METERS W OF THE MEAN HIGH-WATER LINE OF THE RIVER. HU1870' HU1870'THE STATION MARK IS A HOLE IN THE CENTER OF THE TOP OF A HU1870'MARYLAND SHELL FISH SURVEY STANDARD MONUMENT, WHICH IS AN HU1870'8-INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES ABOVE THE HU1870'GROUND. THE LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTERSUNK IN HU1870'THE TOP OF THE POST. THE STATION IS IN GOOD CONDITION. HU1870' HU1870'TO REACH THE STATION FROM THE POST OFFICE IN ORIOLE (0.0 MILE HU1870'AT POST OFFICE) TAKE MACADAM ROAD S, AT 0.8 MILE TURN RIGHT HU1870'AND FOLLOW DIRT ROAD, AT 1.2 MILES TAKE LEFT FORK, AT 1.8 HU1870'MILES TURN LEFT AT 2.3 MILES ARRIVE AT LARGE RED BRICK HOUSE HU1870'(ELMWOOD FARM), AND THE STATION ABOUT 100 YARDS SE OF THE HU1870'BRICK HOUSE AND NEAR THE RIVER. HU1870 HU1870 STATION RECOVERY (1949) HU1870 HU1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (EBL) HU1870'BECAUSE OF SOME MINOR DISCREPANCIES THE DESCRIPTION IS REWRITTEN. HU1870' HU1870'STATION IS LOCATED ON THE NW SHORE OF THE UPPER PART OF THE HU1870'MANOKIN RIVER, ABOUT 1.0 MILE NE FROM LOCUST POINT, ON THE SE HU1870'EDGE OF THE LAWN OF A LARGE OLD RED BRICK HOUSE OWNED BY MR. NORMAN HU1870'TAYLOR, 97 METERS SE OF THE SE CORNER OF THE BRICK HOUSE, HU1870'ABOUT 65 METERS NE OF THE RUINS OF A PIER AT END OF A RAIL HU1870'FENCE, AND 15 METERS N AND 12 METERS W OF THE SHORELINE. THE HU1870'SHORELINE IS RIPRAPPED HERE. HU1870' HU1870'STATION MARK IS A HOLE IN THE CENTER OF THE TOP OF A MARYLAND HU1870'SHELL FISH SURVEY MONUMENT, WHICH IS AN 8-INCH SQUARE CONCRETE HU1870'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND. THE LETTERS HU1870'M.S.F.C. AND U.S.C.S. ARE COUNTERSUNK IN THE TOP OF THE HU1870'POST. THE MARK IS IN GOOD CONDITION. HU1870 HU1870 STATION RECOVERY (1965) HU1870 HU1870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (GEH) HU1870'RECOVERED BY MDCBA. HU1870' HU1870'STATION IN GOOD CONDITION. HU1870' HU1870'DESCRIPTION ADEQUATE BUT ADD AREA OF POINT RECENTLY REPLANTED HU1870'WITH CEDAR TREES. HU1870 HU1870 STATION RECOVERY (1973) HU1870 HU1870'RECOVERY NOTE BY MD DEPT OF NAT RES 1973 (GEH) HU1870'USCS-MSFC GOOD HU1870'STATION RECOVERED DESCRIPTION SHOULD BE CHANGED TO AID IN HU1870'RECOVERY. STA. IS LOCATED ON MARSH POINT 15 YARDS WEST OF POINT, HU1870'14 YARDS NW OF POINT, 16 YARDS N OF POINT, 11 YARDS SE OF DEAD HU1870'CEDAR TREE, AND 14 YARDS E OF CEDAR TREE. MARK PROJECTS 1 FOOT AND HU1870'HAS WITNESS POST AND SIGN ON E SIDE OF MARK. HU1870 HU1870 STATION RECOVERY (1982) HU1870 HU1870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (LW) HU1870'CAST MSFC USCS RECOVERED GOOD. HU1870' HU1870'DEAD CEDAR HAS BEEN CUT DOWN. STUMP REMAINS. HU1870' HU1870'PROPERTY NOW CALLED ELMWOOD IS IN PROCESS OF ESTATE SETTLEMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU1884 *********************************************************************** HU1884 DESIGNATION - FLAT CAP HU1884 PID - HU1884 HU1884 STATE/COUNTY- MD/SOMERSET HU1884 USGS QUAD - TERRAPIN SAND POINT (1987) HU1884 HU1884 *CURRENT SURVEY CONTROL HU1884 ___________________________________________________________________ HU1884* NAD 83(1993)- 38 01 51.80440(N) 075 52 30.27090(W) ADJUSTED HU1884* NAVD 88 - -0. (meters) -0. (feet) SCALED HU1884 ___________________________________________________________________ HU1884 LAPLACE CORR- -1.51 (seconds) DEFLEC96 HU1884 GEOID HEIGHT- -36.00 (meters) GEOID96 HU1884 HU1884 HORZ ORDER - THIRD HU1884 HU1884 HU1884 HU1884.The horizontal coordinates were established by classical geodetic methods HU1884.and adjusted by the National Geodetic Survey in November 1994. HU1884 HU1884.The orthometric height was scaled from a topographic map. HU1884 HU1884.The Laplace correction was computed from DEFLEC96 derived deflections. HU1884 HU1884.The geoid height was determined by GEOID96. HU1884 HU1884; North East Units Scale Converg. HU1884;SPC MD - 134,704.45 1,636,369.50 sFT 1.00005766 +0 42 21.7 HU1884;SPC MD - 41,057.999 498,766.421 MT 1.00005766 +0 42 21.7 HU1884;SPC VA S - 1,191,616.524 3,730,429.496 MT 1.00001239 +1 35 35.3 HU1884;UTM 18 - 4,209,622.172 423,202.417 MT 0.99967264 -0 32 20.9 HU1884 HU1884: Primary Azimuth Mark Grid Az HU1884:SPC MD - SOLOMONS LUMP LIGHTHOUSE 1898 278 03 40.1 HU1884:SPC VA S - SOLOMONS LUMP LIGHTHOUSE 1898 277 10 26.5 HU1884:UTM 18 - SOLOMONS LUMP LIGHTHOUSE 1898 279 18 22.7 HU1884 HU1884|---------------------------------------------------------------------| HU1884| PID Reference Object Distance Geod. Az | HU1884| dddmmss.s | HU1884| FLAT CAP RM 13.640 METERS 09809 | HU1884| HV6492 SOLOMONS LUMP LIGHTHOUSE 1898 APPROX.12.4 KM 2784601.8 | HU1884| HU1890 DEAL ISLAND CHURCH SPIRE APPROX.15.2 KM 3345831.6 | HU1884|---------------------------------------------------------------------| HU1884 HU1884 SUPERSEDED SURVEY CONTROL HU1884 HU1884 NAD 83(1986)- 38 01 51.80310(N) 075 52 30.29373(W) ADJUSTED HU1884 NAD 27 - 38 01 51.36100(N) 075 52 31.54100(W) ADJUSTED HU1884 HU1884.Superseded values are not recommended for survey control. HU1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU1884.See file format.dat to determine how the superseded data were derived. HU1884 HU1884 HISTORY - Date Condition Recov. By HU1884 HISTORY - 1901 MONUMENTED MDSFC HU1884 HISTORY - 1907 SEE DESCRIPTION CGS HU1884 HISTORY - 1960 MARK NOT FOUND CGS HU1884 HU1884 STATION DESCRIPTION HU1884 HU1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 HU1884'STATION IS ON THE EASTERN SHORE OF TANGIER SOUND, ABOUT 1/2 MILE HU1884'S OF FLAT CAP POINT ON THE S SIDE OF ENTRANCE TO BIG ANNEMESSEX HU1884'RIVER. IT IS ON A SAND DUNE, ABOUT 10 YARDS BACK FROM AND 10 FEET HU1884'ABOVE HIGH-WATER MARK. A SANDY BEACH EXTENDS ALONG THE SHORE HU1884'FOR ABOUT 100 YARDS IN BOTH DIRECTIONS, AND THE REMAINDER OF THE HU1884'LAND IS GRASSY. A SLOUGH BEGINS AT A POINT ABOUT 50 YARDS SE OF HU1884'THE STATION AND EXTENDS S. STATION MARK IS A 1 1/2-INCH IRON HU1884'PIPE 5 FEET LONG, DRIVEN INTO THE SAND, ITS TOP FLUSH WITH THE HU1884'SURFACE OF THE GROUND. THE REFERENCE MARK IS A HOLE IN THE HU1884'CENTER OF THE TOP OF A MARYLAND SHELL FISH SURVEY STANDARD HU1884'MONUMENT, AN 8-INCH SQUARE CONCRETE POST 2 FEET LONG, WITH HU1884'TOP PROJECTING ABOUT 4 INCHES. THE LETTERS M.S.F.C. AND HU1884'U.S.C.S. ARE COUNTER-SUNK IN TOP OF POST. IT IS 13.64 METERS HU1884'(44.8 FEET) FROM THE STATION, S 81 DEG 51 MIN E. OTHER HU1884'DISTANCES AND BEARINGS ARE AS FOLLOWS--FISH FACTORY STACK HU1884'ON JANES ISLAND, 4-1/4 MILES, S 10 DEG 22 MIN W. LEFT END OF ROOF OF HU1884'WHITE HOUSE NEAR PRICKLY POINT, 2-1/2 MILES, N 09 DEG 07 MIN E. HU1884'RIGHT END OF LONG BUILDING IN WOODS, 2-1/2 MILES, N 87 HU1884'DEG 55 MIN E. TOWER OF ODD FELLOWS BUILDING, CRISFIELD, 3-1/2 HU1884'MILES, S 18 DEG 08 MIN E. LONE SMOKESTACK ON CRISFIELD ICE HU1884'PLANT, 3-3/4 MILES, S 09 DEG 43 MIN E. HU1884 HU1884 STATION RECOVERY (1960) HU1884 HU1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RST) HU1884'STATION WAS NOT RECOVERED IN 1949 AND NO TRACE OF IT WAS FOUND HU1884'AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HV6489 *********************************************************************** HV6489 DESIGNATION - FOG 2 HV6489 PID - HV6489 HV6489 STATE/COUNTY- MD/SOMERSET HV6489 USGS QUAD - KEDGES STRAITS (1987) HV6489 HV6489 *CURRENT SURVEY CONTROL HV6489 ___________________________________________________________________ HV6489* NAD 83(1993)- 38 02 08.24045(N) 076 02 29.44661(W) ADJUSTED HV6489* NAVD 88 - -0. (meters) -0. (feet) SCALED HV6489 ___________________________________________________________________ HV6489 LAPLACE CORR- -1.83 (seconds) DEFLEC96 HV6489 GEOID HEIGHT- -35.85 (meters) GEOID96 HV6489 HV6489 HORZ ORDER - THIRD HV6489 HV6489 HV6489 HV6489.The horizontal coordinates were established by classical geodetic methods HV6489.and adjusted by the National Geodetic Survey in November 1994. HV6489 HV6489.The orthometric height was scaled from a topographic map. HV6489 HV6489.The Laplace correction was computed from DEFLEC96 derived deflections. HV6489 HV6489.The geoid height was determined by GEOID96. HV6489 HV6489; North East Units Scale Converg. HV6489;SPC MD - 135,819.98 1,588,411.34 sFT 1.00005650 +0 36 05.7 HV6489;SPC MD - 41,398.014 484,148.746 MT 1.00005650 +0 36 05.7 HV6489;SPC VA S - 1,191,729.742 3,715,808.951 MT 1.00001331 +1 29 31.6 HV6489;UTM 18 - 4,210,279.285 408,600.972 MT 0.99970289 -0 38 30.4 HV6489 HV6489: Primary Azimuth Mark Grid Az HV6489:SPC MD - SOLOMONS LUMP LIGHTHOUSE 1898 058 45 33.0 HV6489:SPC VA S - SOLOMONS LUMP LIGHTHOUSE 1898 057 52 07.1 HV6489:UTM 18 - SOLOMONS LUMP LIGHTHOUSE 1898 060 00 09.1 HV6489 HV6489|---------------------------------------------------------------------| HV6489| PID Reference Object Distance Geod. Az | HV6489| dddmmss.s | HV6489| HV6492 SOLOMONS LUMP LIGHTHOUSE 1898 APPROX. 2.7 KM 0592138.7 | HV6489| FOG RM 15.970 METERS 18040 | HV6489|---------------------------------------------------------------------| HV6489 HV6489 SUPERSEDED SURVEY CONTROL HV6489 HV6489 NAD 83(1986)- 38 02 08.24032(N) 076 02 29.46750(W) ADJUSTED HV6489 NAD 27 - 38 02 07.77600(N) 076 02 30.67400(W) ADJUSTED HV6489 HV6489.Superseded values are not recommended for survey control. HV6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV6489.See file format.dat to determine how the superseded data were derived. HV6489 HV6489 HISTORY - Date Condition Recov. By HV6489 HISTORY - 1898 MONUMENTED MDSFC HV6489 HISTORY - 1907 SEE DESCRIPTION CGS HV6489 HISTORY - 1942 MARK NOT FOUND CGS HV6489 HV6489 STATION DESCRIPTION HV6489 HV6489'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 HV6489'ON THE SOUTHERN SHORE OF KEDGE STRAITS, ON THE NW POINT OF HV6489'SMITH ISLAND, ON FOG POINT, ON THE N SIDE OF A SAND AND GRASS HV6489'POINT ABOUT 1 FOOT ABOVE HIGH WATER AND ABOUT 65 YARDS FROM EXTREME HV6489'END OF POINT TO NE, AND 6 YARDS S-SE FROM SHORE. THE REMAINS OF HV6489'THE OLD FOG POINT LIGHTHOUSE ARE ABOUT 50 YARDS TO THE W-SW, AND HV6489'MYRTLE BUSHES ABOUND ON ALL SIDES EXCEPT ON THE W SIDE, WHICH IS HV6489'A SANDY BEACH. STATION MARKED BY A NAIL IN CENTER OF TOP OF TILE HV6489'PIPE SET FLUSH WITH THE SURFACE OF GROUND. THE STATION MARK HV6489'IS MARKED BY A HOLE IN THE CENTER OF THE TOP OF A MARYLAND HV6489'SHELL FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE HV6489'CONCRETE POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 INCHES. HV6489'THE LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN TOP HV6489'OF POST. IT IS 15.26 METERS (50.10 FEET) FROM THE STATION HV6489'S 00 DEG 40 MIN W. THE BEARING OF OLD LIGHTHOUSE HV6489'FOUNDATION FROM THE STATION IS S 73 DEG 09 MIN W. OTHER DISTANCES HV6489'AND BEARINGS ARE AS FOLLOWS--LARGE LONE CHERRY TREE, HV6489'1/4 MILE, S 00 DEG 48 MIN W. FIRST ONE OF TWO TREES, 1/2 MILE, S 13 HV6489'DEG 05 MIN W. LARGE TREE NEAR TWO SMALLER ONES, 1-1/2 MILES, HV6489'N 82 DEG 03 MIN E. LONE PINE TREE, 1 MILE, S 31 DEG 10 MIN E. HV6489 HV6489 STATION RECOVERY (1942) HV6489 HV6489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP) HV6489'THIS STATION WAS THOROUGHLY SEARCHED FOR BY 3 MEN FOR ONE HV6489'HOUR. MOST OF THE LAND KNOWN AS FOG POINT HAS WASHED AWAY AND ONLY HV6489'ONE LONG STRIP OF LAND REMAINS. THE OLD LIGHTHOUSE COULD NOT HV6489'BE FOUND. IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS HV6489'DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 15, 1997 HU0493 *********************************************************************** HU0493 DESIGNATION - G 106 HU0493 PID - HU0493 HU0493 STATE/COUNTY- MD/SOMERSET HU0493 USGS QUAD - PRINCESS ANNE (1975) HU0493 HU0493 *CURRENT SURVEY CONTROL HU0493 ___________________________________________________________________ HU0493* NAD 83(1986)- 38 08 15. (N) 075 39 34. (W) SCALED HU0493* NAVD 88 - 5.485 (meters) 18.00 (feet) ADJUSTED HU0493 ___________________________________________________________________ HU0493 GEOID HEIGHT- -36.10 (meters) GEOID96 HU0493 DYNAMIC HT - 5.482 (meters) 17.99 (feet) COMP HU0493 MODELED GRAV- 979,981.1 (mgal) NAVD 88 HU0493 HU0493 VERT ORDER - FIRST CLASS I HU0493 HU0493 HU0493 HU0493.The horizontal coordinates were scaled from a topographic map and have HU0493.an estimated accuracy of +/- 6 seconds. HU0493 HU0493.The orthometric height was determined by differential leveling HU0493.and adjusted by the National Geodetic Survey in June 1991. HU0493 HU0493.The geoid height was determined by GEOID96. HU0493 HU0493.The dynamic height is computed by dividing the NAVD 88 HU0493.geopotential number by the normal gravity value computed on the HU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HU0493.degrees latitude (G = 980.6199 gals.). HU0493 HU0493.The modeled gravity was interpolated from observed gravity values. HU0493 HU0493; North East Units Estimated Accuracy HU0493;SPC MD - 53,130. 517,520. MT (+/- 180 meters Scaled) HU0493 HU0493 SUPERSEDED SURVEY CONTROL HU0493 HU0493* NGVD 29 - 5.738 (meters) 18.83 (feet) ADJUSTED HU0493 HU0493.Superseded values are not recommended for survey control. HU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HU0493.See file format.dat to determine how the superseded data were derived. HU0493 HU0493_MARKER: DB = BENCH MARK DISK HU0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) HU0493_STAMPING: G 106 1963 HU0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HU0493+STABILITY: SURFACE MOTION HU0493 HU0493 HISTORY - Date Condition Recov. By HU0493 HISTORY - 1963 MONUMENTED CGS HU0493 HISTORY - 1972 GOOD NGS HU0493 HU0493 STATION DESCRIPTION HU0493 HU0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HU0493'6.6 MI NW FROM POCOMOKE CITY. HU0493'ABOUT 6.65 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM HU0493'THE CROSSING OF CLARKE AVENUE AT POCOMOKE CITY, NEAR THE CROSSING HU0493'OF A SAND ROAD, 335 FEET NORTHWEST OF THE CENTER OF THE CROSSING HU0493'OF THE SAND ROAD, 111 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK HU0493'FROM MILEPOST 24, 38.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 1/2 HU0493'FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HU0493'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 HU0493'INCHES ABOVE THE LEVEL OF THE GROUND. NOTE-- MARK MAY BE REACHED HU0493'BY GOING 2.6 MILES SOUTH ALONG SOMERSET AVENUE AND U.S. HIGHWAY 13 HU0493'FROM THE JUNCTION OF STATE HIGHWAY 363 AT PRINCESS ANNE, THENCE HU0493'2.55 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD.