1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV1430 *********************************************************************** HV1430 DESIGNATION - 1690 WSSC HV1430 PID - HV1430 HV1430 STATE/COUNTY- MD/PRINCE GEORGES HV1430 USGS QUAD - WASHINGTON EAST (1979) HV1430 HV1430 *CURRENT SURVEY CONTROL HV1430 ___________________________________________________________________ HV1430* NAD 83(1986)- 38 59 10. (N) 076 59 03. (W) SCALED HV1430* NAVD 88 - 53.56 (+/-2cm) 175.7 (feet) VERTCON HV1430 ___________________________________________________________________ HV1430 GEOID HEIGHT- -32.02 (meters) GEOID03 HV1430 HV1430 VERT ORDER - SECOND CLASS 0 (See Below) HV1430 HV1430.The horizontal coordinates were scaled from a topographic map and have HV1430.an estimated accuracy of +/- 6 seconds. HV1430 HV1430.The NAVD 88 height was computed by applying the VERTCON shift value to HV1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HV1430.The vertical order pertains to the NGVD 29 superseded value. HV1430 HV1430.The geoid height was determined by GEOID03. HV1430 HV1430; North East Units Estimated Accuracy HV1430;SPC MD - 146,470. 401,370. MT (+/- 180 meters Scaled) HV1430 HV1430 SUPERSEDED SURVEY CONTROL HV1430 HV1430 NGVD 29 (??/??/??) 53.779 (m) 176.44 (f) ADJUSTED 2 0 HV1430 HV1430.Superseded values are not recommended for survey control. HV1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV1430.See file dsdata.txt to determine how the superseded data were derived. HV1430 HV1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ281171(NAD 83) HV1430_MARKER: DD = SURVEY DISK HV1430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HV1430_STAMPING: 1690 HV1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV1430 HV1430 HISTORY - Date Condition Report By HV1430 HISTORY - UNK MONUMENTED WSSC HV1430 HISTORY - 1939 GOOD WSSC HV1430 HISTORY - 20041227 MARK NOT FOUND GEOCAC HV1430 HV1430 STATION DESCRIPTION HV1430 HV1430'DESCRIBED BY WASH SUBURB SAN COMM 1939 HV1430'0.6 MI SE FROM BROWNS CORNER. HV1430'ON UNIVERSITY BOULEVARD, 0.3 MILE NORTHWEST OF RIGGS ROAD, ON HV1430'THE SOUTH SIDE OF THE ROAD, BETWEEN TWO OAK TREES, AND 17.5 HV1430'FEET SOUTH OF THE SOUTH END OF A CULVERT. HV1430 HV1430 STATION RECOVERY (2004) HV1430 HV1430'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV1430'AREA EXTENSIVELY DEVELOPED SINCE LAST RECOVERY IN 1939. RIGGS ROAD HV1430'UNDOUBTEDLY WIDENED SINCE THEN. NO CULVERT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV9902 *********************************************************************** HV9902 DESIGNATION - 20387 HV9902 PID - HV9902 HV9902 STATE/COUNTY- MD/PRINCE GEORGES HV9902 USGS QUAD - BRISTOL (1979) HV9902 HV9902 *CURRENT SURVEY CONTROL HV9902 ___________________________________________________________________ HV9902* NAD 83(1991)- 38 49 29.14531(N) 076 44 57.67442(W) ADJUSTED HV9902* NAVD 88 - 40.0 (meters) 131. (feet) GPS OBS HV9902 ___________________________________________________________________ HV9902 X - 1,140,453.168 (meters) COMP HV9902 Y - -4,843,086.681 (meters) COMP HV9902 Z - 3,977,184.392 (meters) COMP HV9902 LAPLACE CORR- -5.93 (seconds) DEFLEC99 HV9902 ELLIP HEIGHT- 7.16 (meters) (08/30/02) GPS OBS HV9902 GEOID HEIGHT- -32.89 (meters) GEOID03 HV9902 HV9902 HORZ ORDER - FIRST HV9902 ELLP ORDER - FOURTH CLASS II HV9902 HV9902.The horizontal coordinates were established by GPS observations HV9902.and adjusted by the National Geodetic Survey in November 1994. HV9902 HV9902.The orthometric height was determined by GPS observations and a HV9902.high-resolution geoid model. HV9902 HV9902.The X, Y, and Z were computed from the position and the ellipsoidal ht. HV9902 HV9902.The Laplace correction was computed from DEFLEC99 derived deflections. HV9902 HV9902.The ellipsoidal height was determined by GPS observations HV9902.and is referenced to NAD 83. HV9902 HV9902.The geoid height was determined by GEOID03. HV9902 HV9902; North East Units Scale Factor Converg. HV9902;SPC MD - 128,583.279 421,764.906 MT 0.99995024 +0 09 26.3 HV9902;SPC MD - 421,860.31 1,383,740.36 sFT 0.99995024 +0 09 26.3 HV9902;UTM 18 - 4,298,784.254 348,142.330 MT 0.99988397 -1 05 49.0 HV9902 HV9902! - Elev Factor x Scale Factor = Combined Factor HV9902!SPC MD - 0.99999888 x 0.99995024 = 0.99994912 HV9902!UTM 18 - 0.99999888 x 0.99988397 = 0.99988285 HV9902 HV9902 SUPERSEDED SURVEY CONTROL HV9902 HV9902 ELLIP H (11/14/94) 7.15 (m) GP( ) 4 2 HV9902 ELLIP H (09/09/94) 7.14 (m) GP( ) 4 1 HV9902 NAD 83(1991)- 38 49 29.14526(N) 076 44 57.67464(W) AD( ) 1 HV9902 HV9902.Superseded values are not recommended for survey control. HV9902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV9902.See file dsdata.txt to determine how the superseded data were derived. HV9902 HV9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4814298784(NAD 83) HV9902_MARKER: DD = SURVEY DISK HV9902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV9902_STAMPING: T.S. 20387 PG HV9902_MARK LOGO: WSSC HV9902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT HV9902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV9902+STABILITY: SURFACE MOTION HV9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HV9902+SATELLITE: SATELLITE OBSERVATIONS - 1993 HV9902 HV9902 HISTORY - Date Condition Report By HV9902 HISTORY - 1993 MONUMENTED MSI HV9902 HISTORY - 20041224 GOOD GEOCAC HV9902 HV9902 STATION DESCRIPTION HV9902 HV9902'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 HV9902'THE STATION IS LOCATED IN PRINCE GEORGES COUNTY, MARYLAND, HV9902'APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF THE TOWN OF UPPER MARLBORO. TO HV9902'REACH THE STATION FROM THE INTERSECTION OF CRAIN HIGHWAY (U.S. 301) HV9902'AND MARLBORO PIKE (S.R. 725), PROCEED WEST ON MARLBORO PIKE FOR 0.7 MI HV9902'(1.1 KM) TO THE INTERSECTION WITH LARGO ROAD. TURN RIGHT AND TRAVEL HV9902'NORTH ON LARGO ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT. HV9902'THE STATION IS A WSSC SURVEY DISK SET IN THE TOP OF A CONCRETE HV9902'MONUMENT, APPROXIMATELY FLUSH WITH THE GROUND SURFACE, AND STAMPED HV9902'T.S. 20387 PG. THE DISK IS LOCATED 37.0 FT (11.3 M) HV9902'SOUTH-SOUTHEAST OF A PAVED PLAY AREA, 56.2 FT (17.1 M) SOUTHWEST OF HV9902'THE SOUTHWEST CORNER OF A CONCRETE PAD, AND 71.0 FT (21.6 M) HV9902'EAST-NORTHEAST OF A C AND P TELEPHONE POLE NO. MD P16349. HV9902 HV9902 STATION RECOVERY (2004) HV9902 HV9902'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV9902'IN ADDITION TO 1993 DESCRIPTION, ADD -- STATION IS IN A GRASSY AREA HV9902'SOUTH OF A PARKING LOT, WHICH IS SOUTH OF ST. MARY OF THE ASSUMPTION HV9902'SCHOOL. STATION IS APPROXIMATELY 35 FEET SOUTH-SOUTHEAST OF A METAL HV9902'LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV0896 *********************************************************************** HV0896 DESIGNATION - 3253 WSSC HV0896 PID - HV0896 HV0896 STATE/COUNTY- MD/PRINCE GEORGES HV0896 USGS QUAD - BRISTOL (1979) HV0896 HV0896 *CURRENT SURVEY CONTROL HV0896 ___________________________________________________________________ HV0896* NAD 83(1986)- 38 49 14. (N) 076 44 44. (W) SCALED HV0896* NAVD 88 - 8.024 (meters) 26.33 (feet) ADJUSTED HV0896 ___________________________________________________________________ HV0896 GEOID HEIGHT- -32.91 (meters) GEOID03 HV0896 DYNAMIC HT - 8.019 (meters) 26.31 (feet) COMP HV0896 MODELED GRAV- 980,068.3 (mgal) NAVD 88 HV0896 HV0896 VERT ORDER - FIRST CLASS I HV0896 HV0896.The horizontal coordinates were scaled from a topographic map and have HV0896.an estimated accuracy of +/- 6 seconds. HV0896 HV0896.The orthometric height was determined by differential leveling HV0896.and adjusted by the National Geodetic Survey in June 1991. HV0896 HV0896.The geoid height was determined by GEOID03. HV0896 HV0896.The dynamic height is computed by dividing the NAVD 88 HV0896.geopotential number by the normal gravity value computed on the HV0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0896.degrees latitude (g = 980.6199 gals.). HV0896 HV0896.The modeled gravity was interpolated from observed gravity values. HV0896 HV0896; North East Units Estimated Accuracy HV0896;SPC MD - 128,120. 422,100. MT (+/- 180 meters Scaled) HV0896 HV0896 SUPERSEDED SURVEY CONTROL HV0896 HV0896 NGVD 29 (??/??/??) 8.260 (m) 27.10 (f) ADJUSTED 1 1 HV0896 HV0896.Superseded values are not recommended for survey control. HV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0896.See file dsdata.txt to determine how the superseded data were derived. HV0896 HV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH484983(NAD 83) HV0896_MARKER: B = BOLT HV0896_SETTING: 36 = BRIDGE ABUTMENT HV0896_STAMPING: BM NO 3253 WSSC HV0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV0896 HV0896 HISTORY - Date Condition Report By HV0896 HISTORY - UNK MONUMENTED WSSC HV0896 HISTORY - 1971 GOOD NGS HV0896 HISTORY - 20041224 MARK NOT FOUND GEOCAC HV0896 HV0896 STATION DESCRIPTION HV0896 HV0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HV0896'AT UPPER MARLBORO. HV0896'AT UPPER MARLBORO, ABOUT 0.45 MILE NORTHEAST ALONG MAIN STREET HV0896'FROM THE POST OFFICE, 193 FEET NORTH ALONG STATE HIGHWAY 202 HV0896'FROM THE CENTER LINE OF THE STREET, SET IN THE TOP OF THE EAST HV0896'END OF THE NORTH CONCRETE ABUTMENT OF A 66-FOOT HIGHWAY BRIDGE HV0896'OVER COLLINGTON BRANCH, 17 1/2 FEET EAST OF THE CENTER LINE OF HV0896'THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. HV0896 HV0896 STATION RECOVERY (2004) HV0896 HV0896'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV0896'STATION APPARENTLY LOST WHEN NEW BRIDGE (STRUCTURE 1603200) WAS HV0896'CONSTRUCTED AT THIS LOCATION IN 1991. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7752 *********************************************************************** HV7752 DESIGNATION - HYATTSVILLE UNIV CITY TANK HV7752 PID - HV7752 HV7752 STATE/COUNTY- MD/PRINCE GEORGES HV7752 USGS QUAD - WASHINGTON EAST (1979) HV7752 HV7752 *CURRENT SURVEY CONTROL HV7752 ___________________________________________________________________ HV7752* NAD 83(1991)- 38 58 57.12909(N) 076 58 57.93712(W) ADJUSTED HV7752* NAVD 88 - HV7752 ___________________________________________________________________ HV7752 LAPLACE CORR- -3.14 (seconds) DEFLEC99 HV7752 GEOID HEIGHT- -32.03 (meters) GEOID03 HV7752 HV7752 HORZ ORDER - THIRD HV7752 HV7752.The horizontal coordinates were established by classical geodetic methods HV7752.and adjusted by the National Geodetic Survey in January 1992. HV7752 HV7752 HV7752.The Laplace correction was computed from DEFLEC99 derived deflections. HV7752 HV7752.The geoid height was determined by GEOID03. HV7752 HV7752; North East Units Scale Factor Converg. HV7752;SPC MD - 146,067.655 401,493.707 MT 0.99995158 +0 00 39.0 HV7752;SPC MD - 479,223.63 1,317,233.94 sFT 0.99995158 +0 00 39.0 HV7752;UTM 18 - 4,316,708.367 328,259.884 MT 0.99996319 -1 14 51.5 HV7752 HV7752 SUPERSEDED SURVEY CONTROL HV7752 HV7752 NAD 83(1986)- 38 58 57.12844(N) 076 58 57.94808(W) AD( ) 4 HV7752 NAD 27 - 38 58 56.73154(N) 076 58 59.03400(W) AD( ) 3 HV7752 HV7752.Superseded values are not recommended for survey control. HV7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7752.See file dsdata.txt to determine how the superseded data were derived. HV7752 HV7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2826016708(NAD 83) HV7752_MARKER: 51 = TANK HV7752 HV7752 HISTORY - Date Condition Report By HV7752 HISTORY - 1958 FIRST OBSERVED CGS HV7752 HISTORY - 1970 GOOD NGS HV7752 HISTORY - 20041227 GOOD GEOCAC HV7752 HV7752 STATION DESCRIPTION HV7752 HV7752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE) HV7752'STATION IS A LARGE TANK ABOUT 70 FEET HIGH, SILVER COLORED, HV7752'WITH A ROUNDED TOP, SURROUNDED BY A SMALL DOME AT THE CENTER WITH HV7752'VENT OPENINGS IN ITS SIDES. A RED LIGHT, SUPPORTED BY A SHORT HV7752'ROD PROJECTS FROM THE CENTER OF THE SMALL DOME. HV7752' HV7752'STATION IS LOCATED IN THE WEST SECTION OF HYATTSVILLE AND ON A HV7752'SMALL TREE COVERED HILL KNOWN AS HIGH POINT. IT IS JUST ACROSS HV7752'THE PARKING RAMP OF THE CAROLE HINLANDS SCHOOL. THE TANK PROJECTS HV7752'ABOUT 20 FEET ABOVE THE SURROUNDING TREES. HV7752 HV7752 STATION RECOVERY (1970) HV7752 HV7752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7752'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY HV7752'495 AND STATE HIGHWAY 650, GO SOUTH ON STATE HIGHWAY 650 FOR HV7752'2.75 MILE TO ERSKIN STREET. TURN LEFT AND GO EAST ON ERSKIN HV7752'STREET FOR 0.3 MILE TO ELSON STREET. TURN LEFT AND GO NORTHEAST HV7752'ON ELSON STREET FOR 0.1 MILE TO 16TH STREET. TURN LEFT AND GO HV7752'NORTHWEST ON 16TH STREET FOR 0.1 MILE TO HANNON STREET. TURN HV7752'RIGHT AND GO NORTHEAST ON HANNON STREET FOR 0.05 MILE TO THE HV7752'STATION ON THE RIGHT. HV7752' HV7752'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CAROLE, HV7752'DISTANCE BEING 91.94 FEET (28.024 METERS) SOUTH-SOUTHWEST OF HV7752'STATION CAROLE. THE STATION IS THE CENTER OF A 100 FOOT TALL HV7752'STANDPIPE PAINTED GREEN IN COLOR. HV7752' HV7752'THE STATION WAS POSITIONED BY INTERSECTION IN 1958. HV7752 HV7752 STATION RECOVERY (2004) HV7752 HV7752'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7752'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV0893 *********************************************************************** HV0893 DESIGNATION - L 36 HV0893 PID - HV0893 HV0893 STATE/COUNTY- MD/PRINCE GEORGES HV0893 USGS QUAD - UPPER MARLBORO (1993) HV0893 HV0893 *CURRENT SURVEY CONTROL HV0893 ___________________________________________________________________ HV0893* NAD 83(1986)- 38 48 47. (N) 076 45 30. (W) SCALED HV0893* NAVD 88 - 21.705 (meters) 71.21 (feet) ADJUSTED HV0893 ___________________________________________________________________ HV0893 GEOID HEIGHT- -32.88 (meters) GEOID03 HV0893 DYNAMIC HT - 21.693 (meters) 71.17 (feet) COMP HV0893 MODELED GRAV- 980,068.4 (mgal) NAVD 88 HV0893 HV0893 VERT ORDER - FIRST CLASS I HV0893 HV0893.The horizontal coordinates were scaled from a topographic map and have HV0893.an estimated accuracy of +/- 6 seconds. HV0893 HV0893.The orthometric height was determined by differential leveling HV0893.and adjusted by the National Geodetic Survey in June 1991. HV0893 HV0893.The geoid height was determined by GEOID03. HV0893 HV0893.The dynamic height is computed by dividing the NAVD 88 HV0893.geopotential number by the normal gravity value computed on the HV0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0893.degrees latitude (g = 980.6199 gals.). HV0893 HV0893.The modeled gravity was interpolated from observed gravity values. HV0893 HV0893; North East Units Estimated Accuracy HV0893;SPC MD - 127,280. 420,990. MT (+/- 180 meters Scaled) HV0893 HV0893 SUPERSEDED SURVEY CONTROL HV0893 HV0893 NGVD 29 (??/??/??) 21.942 (m) 71.99 (f) ADJUSTED 1 1 HV0893 HV0893.Superseded values are not recommended for survey control. HV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0893.See file dsdata.txt to determine how the superseded data were derived. HV0893 HV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH473975(NAD 83) HV0893_MARKER: DB = BENCH MARK DISK HV0893_SETTING: 30 = CULVERT HV0893_STAMPING: L 36 1941 HV0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV0893 HV0893 HISTORY - Date Condition Report By HV0893 HISTORY - 1941 MONUMENTED CGS HV0893 HISTORY - 1971 GOOD NGS HV0893 HISTORY - 20041224 GOOD GEOCAC HV0893 HV0893 STATION DESCRIPTION HV0893 HV0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HV0893'AT UPPER MARLBORO. HV0893'AT UPPER MARLBORO, ABOUT 0.35 MILE NORTHEAST ALONG OLD CRAIN HV0893'HIGHWAY FROM THE NORTHEAST END OF THE OVERPASS FOR STATE HV0893'HIGHWAY 4, AT AN ABANDONED RAILROAD CROSSING, SET IN THE CENTER OF HV0893'THE TOP OF A 5 1/2-FOOT LONG CONCRETE HEADWALL FOR AN 18-INCH HV0893'TUBULAR METAL CULVERT UNDER THE HIGHWAY, 14 1/2 FEET NORTHWEST HV0893'OF THE CENTER LINE OF THE HIGHWAY, 73.6 FEET EAST OF THE EAST HV0893'CORNER OF THE MAIN PORTION OF HOUSE NUMBER 5515, 15 FEET HV0893'NORTHEAST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD WHICH HV0893'LEADS SOUTHEAST, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- THIS HV0893'MARK IS ALSO 0.5 MILE SOUTHWEST ALONG MAIN STREET (OLD STATE HV0893'HIGHWAY 4) AND OLD CRAIN HIGHWAY FROM THE POST OFFICE AT UPPER HV0893'MARLBORO. HV0893 HV0893 STATION RECOVERY (2004) HV0893 HV0893'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV0893'ADD TO THE 1971 DESCRIPTION -- HV0893' HV0893'STATION IS APPROXIMATELY 9 FEET NORTHEAST OF A DIAMOND-SHAPED HV0893'CURVE-AHEAD SIGN MOUNTED ON DOUBLE METAL POSTS. STATION IS ALSO HV0893'APPROXIMATELY 50 FEET WEST-NORTHWEST OF AND ACROSS HIGHWAY FROM POWER HV0893'POLE 868356-8489 (ALSO MARKED 8409) WITH SEVERAL JUNCTION BOXES HV0893'ATTACHED. HV0893' HV0893'CONSUMER-GRADE HANDHELD GARMIN ETREX GPS RECEIVER REPORTS LOCATION AS HV0893'N38 48 48.1, W076 45 29.6. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7846 *********************************************************************** HV7846 DESIGNATION - LEWISDALE TRINITY BAP CH SPIRE HV7846 PID - HV7846 HV7846 STATE/COUNTY- MD/PRINCE GEORGES HV7846 USGS QUAD - WASHINGTON EAST (1979) HV7846 HV7846 *CURRENT SURVEY CONTROL HV7846 ___________________________________________________________________ HV7846* NAD 83(1991)- 38 58 33.49731(N) 076 58 40.54935(W) ADJUSTED HV7846* NAVD 88 - HV7846 ___________________________________________________________________ HV7846 LAPLACE CORR- -3.25 (seconds) DEFLEC99 HV7846 GEOID HEIGHT- -32.04 (meters) GEOID03 HV7846 HV7846 HORZ ORDER - THIRD HV7846 HV7846.The horizontal coordinates were established by classical geodetic methods HV7846.and adjusted by the National Geodetic Survey in January 1992. HV7846 HV7846 HV7846.The Laplace correction was computed from DEFLEC99 derived deflections. HV7846 HV7846.The geoid height was determined by GEOID03. HV7846 HV7846; North East Units Scale Factor Converg. HV7846;SPC MD - 145,339.035 401,912.366 MT 0.99995137 +0 00 49.9 HV7846;SPC MD - 476,833.15 1,318,607.49 sFT 0.99995137 +0 00 49.9 HV7846;UTM 18 - 4,315,970.721 328,662.445 MT 0.99996149 -1 14 39.9 HV7846 HV7846 SUPERSEDED SURVEY CONTROL HV7846 HV7846 NAD 83(1986)- 38 58 33.49660(N) 076 58 40.56022(W) AD( ) 4 HV7846 NAD 27 - 38 58 33.09950(N) 076 58 41.64717(W) AD( ) 3 HV7846 HV7846.Superseded values are not recommended for survey control. HV7846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7846.See file dsdata.txt to determine how the superseded data were derived. HV7846 HV7846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2866215971(NAD 83) HV7846_MARKER: 90 = CHURCH SPIRE HV7846 HV7846 HISTORY - Date Condition Report By HV7846 HISTORY - 1970 FIRST OBSERVED NGS HV7846 HISTORY - 20041227 GOOD GEOCAC HV7846 HV7846 STATION DESCRIPTION HV7846 HV7846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7846'THE STATION IS THE CENTER OF THE TOP OF THE LEWISDALE TRINITY HV7846'BAPTIST CHURCH SPIRE, LOCATED AT 7007 RIGGS ROAD IN LEWISDALE. IT HV7846'IS ABOUT 78 FEET ABOVE THE GROUND SURFACE. HV7846 HV7846 STATION RECOVERY (2004) HV7846 HV7846'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7846'CHURCH LOCATED AS DESCRIBED AND AT CORNER OF RIGGS ROAD AND BEECHWOOD HV7846'ROAD. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV1497 *********************************************************************** HV1497 DESIGNATION - PTS 54 USGS RESET 1939 HV1497 PID - HV1497 HV1497 STATE/COUNTY- MD/PRINCE GEORGES HV1497 USGS QUAD - UPPER MARLBORO (1993) HV1497 HV1497 *CURRENT SURVEY CONTROL HV1497 ___________________________________________________________________ HV1497* NAD 83(1986)- 38 49 00. (N) 076 45 03. (W) SCALED HV1497* NAVD 88 - 11.520 (meters) 37.80 (feet) ADJUSTED HV1497 ___________________________________________________________________ HV1497 GEOID HEIGHT- -32.90 (meters) GEOID03 HV1497 DYNAMIC HT - 11.513 (meters) 37.77 (feet) COMP HV1497 MODELED GRAV- 980,068.3 (mgal) NAVD 88 HV1497 HV1497 VERT ORDER - FIRST CLASS I HV1497 HV1497.The horizontal coordinates were scaled from a topographic map and have HV1497.an estimated accuracy of +/- 6 seconds. HV1497 HV1497.The orthometric height was determined by differential leveling HV1497.and adjusted by the National Geodetic Survey in June 1991. HV1497 HV1497.The geoid height was determined by GEOID03. HV1497 HV1497.The dynamic height is computed by dividing the NAVD 88 HV1497.geopotential number by the normal gravity value computed on the HV1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV1497.degrees latitude (g = 980.6199 gals.). HV1497 HV1497.The modeled gravity was interpolated from observed gravity values. HV1497 HV1497; North East Units Estimated Accuracy HV1497;SPC MD - 127,680. 421,640. MT (+/- 180 meters Scaled) HV1497 HV1497 SUPERSEDED SURVEY CONTROL HV1497 HV1497 NGVD 29 (??/??/??) 11.756 (m) 38.57 (f) ADJUSTED 1 1 HV1497 HV1497.Superseded values are not recommended for survey control. HV1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV1497.See file dsdata.txt to determine how the superseded data were derived. HV1497 HV1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH479978(NAD 83) HV1497_MARKER: DD = SURVEY DISK HV1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV1497_STAMPING: PTS 54 RESET 1959 HV1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV1497+STABILITY: SURFACE MOTION HV1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HV1497+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HV1497 HV1497 HISTORY - Date Condition Report By HV1497 HISTORY - 1939 MONUMENTED USGS HV1497 HISTORY - 1971 GOOD NGS HV1497 HISTORY - 20041224 GOOD GEOCAC HV1497 HV1497 STATION DESCRIPTION HV1497 HV1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HV1497'AT UPPER MARLBORO. HV1497'AT UPPER MARLBORO, AT THE POST OFFICE, ACROSS MAIN STREET FROM HV1497'THE COUNTY COURTHOUSE, 11.2 FEET NORTH OF THE NORTH CURB OF THE HV1497'STREET, 19.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST HV1497'OFFICE BUILDING, 13.9 FEET SOUTH OF THE SOUTH SIDE OF THE BUILDING, HV1497'18.8 FEET EAST OF THE CENTER LINE OF THE WALKWAY WHICH LEADS TO HV1497'THE SOUTH ENTRANCE TO THE BUILDING, ABOUT LEVEL WITH THE SIDEWALK, HV1497'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 4 INCHES BELOW HV1497'THE SURFACE OF THE GROUND. HV1497 HV1497 STATION RECOVERY (2004) HV1497 HV1497'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV1497'FORMER POST OFFICE IS NOW A PUBLIC LIBRARY. HV1497' HV1497'CONSUMER-GRADE HANDHELD GARMIN ETREX GPS RECEIVER REPORTS LOCATION AS HV1497'N38 49 00.3, W076 45 02.2. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7749 *********************************************************************** HV7749 DESIGNATION - TAKOMA PARK LADY OF SORROWS CH HV7749 PID - HV7749 HV7749 STATE/COUNTY- MD/PRINCE GEORGES HV7749 USGS QUAD - WASHINGTON EAST (1979) HV7749 HV7749 *CURRENT SURVEY CONTROL HV7749 ___________________________________________________________________ HV7749* NAD 83(1991)- 38 58 39.92338(N) 076 59 27.88598(W) ADJUSTED HV7749* NAVD 88 - HV7749 ___________________________________________________________________ HV7749 LAPLACE CORR- -3.10 (seconds) DEFLEC99 HV7749 GEOID HEIGHT- -32.02 (meters) GEOID03 HV7749 HV7749 HORZ ORDER - THIRD HV7749 HV7749.The horizontal coordinates were established by classical geodetic methods HV7749.and adjusted by the National Geodetic Survey in November 1994. HV7749 HV7749 HV7749.The Laplace correction was computed from DEFLEC99 derived deflections. HV7749 HV7749.The geoid height was determined by GEOID03. HV7749 HV7749; North East Units Scale Factor Converg. HV7749;SPC MD - 145,536.996 400,772.960 MT 0.99995143 +0 00 20.2 HV7749;SPC MD - 477,482.63 1,314,869.29 sFT 0.99995143 +0 00 20.2 HV7749;UTM 18 - 4,316,193.658 327,527.647 MT 0.99996630 -1 15 09.8 HV7749 HV7749 SUPERSEDED SURVEY CONTROL HV7749 HV7749 NAD 83(1991)- 38 58 39.92319(N) 076 59 27.88630(W) AD( ) 4 HV7749 NAD 83(1986)- 38 58 39.92249(N) 076 59 27.89721(W) AD( ) 4 HV7749 NAD 27 - 38 58 39.52553(N) 076 59 28.98271(W) AD( ) 3 HV7749 HV7749.Superseded values are not recommended for survey control. HV7749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7749.See file dsdata.txt to determine how the superseded data were derived. HV7749 HV7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2752816194(NAD 83) HV7749_MARKER: 90 = CHURCH SPIRE HV7749 HV7749 HISTORY - Date Condition Report By HV7749 HISTORY - 1970 FIRST OBSERVED NGS HV7749 HISTORY - 20041227 GOOD GEOCAC HV7749 HV7749 STATION DESCRIPTION HV7749 HV7749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7749'THE STATION IS THE CENTER OF THE TOP OF THE TAKOMA OUR LADY OF HV7749'SORROWS CATHOLIC CHURCH SPIRE LOCATED AT THE CORNER OF LARCH HV7749'AVENUE AND NEW HAMPSHIRE AVENUE IN TAKOMA PARK. IT IS ABOUT 75 HV7749'FEET ABOVE THE GROUND. HV7749 HV7749 STATION RECOVERY (2004) HV7749 HV7749'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7749'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7748 *********************************************************************** HV7748 DESIGNATION - TAKOMA PARK PEPCO MICROWAVE HV7748 PID - HV7748 HV7748 STATE/COUNTY- MD/PRINCE GEORGES HV7748 USGS QUAD - WASHINGTON EAST (1979) HV7748 HV7748 *CURRENT SURVEY CONTROL HV7748 ___________________________________________________________________ HV7748* NAD 83(1991)- 38 58 09.66769(N) 076 59 53.36447(W) ADJUSTED HV7748* NAVD 88 - HV7748 ___________________________________________________________________ HV7748 LAPLACE CORR- -3.07 (seconds) DEFLEC99 HV7748 GEOID HEIGHT- -32.01 (meters) GEOID03 HV7748 HV7748 HORZ ORDER - THIRD HV7748 HV7748.The horizontal coordinates were established by classical geodetic methods HV7748.and adjusted by the National Geodetic Survey in November 1994. HV7748 HV7748 HV7748.The Laplace correction was computed from DEFLEC99 derived deflections. HV7748 HV7748.The geoid height was determined by GEOID03. HV7748 HV7748; North East Units Scale Factor Converg. HV7748;SPC MD - 144,603.996 400,159.731 MT 0.99995118 +0 00 04.2 HV7748;SPC MD - 474,421.61 1,312,857.38 sFT 0.99995118 +0 00 04.2 HV7748;UTM 18 - 4,315,274.333 326,894.068 MT 0.99996899 -1 15 25.1 HV7748 HV7748 SUPERSEDED SURVEY CONTROL HV7748 HV7748 NAD 83(1991)- 38 58 09.66752(N) 076 59 53.36493(W) AD( ) 4 HV7748 NAD 83(1986)- 38 58 09.66688(N) 076 59 53.37584(W) AD( ) 4 HV7748 NAD 27 - 38 58 09.26933(N) 076 59 54.46018(W) AD( ) 3 HV7748 HV7748.Superseded values are not recommended for survey control. HV7748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7748.See file dsdata.txt to determine how the superseded data were derived. HV7748 HV7748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2689415274(NAD 83) HV7748 HV7748 HISTORY - Date Condition Report By HV7748 HISTORY - 1970 FIRST OBSERVED NGS HV7748 HISTORY - 20041227 GOOD GEOCAC HV7748 HV7748 STATION DESCRIPTION HV7748 HV7748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7748'THE STATION IS THE RED LIGHT MOUNTED AT THE TOP OF THE TAKOMA HV7748'POTOMAC ELECTRIC POWER COMPANY KGA 845 MICROWAVE LOCATED AT HV7748'SUB-STATION NUMBER 27 WHICH IS 0.05 MILE NORTH OF THE HV7748'INTERSECTION OF SHERIDAN STREET AND NEW HAMPSHIRE AVENUE IN HV7748'TAKOMA PARK. IT IS ABOUT 200 FEET ABOVE THE GROUND. HV7748 HV7748 STATION RECOVERY (2004) HV7748 HV7748'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7748'ACCESS TO SITE IS AT THE END OF COX AVENUE, NEAR THE INTERSECTION OF HV7748'ELLIOT PLACE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7229 *********************************************************************** HV7229 DESIGNATION - UPPER MARLBORO GEISK NIEMAN TK HV7229 PID - HV7229 HV7229 STATE/COUNTY- MD/PRINCE GEORGES HV7229 USGS QUAD - BRISTOL (1979) HV7229 HV7229 *CURRENT SURVEY CONTROL HV7229 ___________________________________________________________________ HV7229* NAD 83(1991)- 38 49 11.80209(N) 076 44 31.80472(W) ADJUSTED HV7229* NAVD 88 - HV7229 ___________________________________________________________________ HV7229 LAPLACE CORR- -5.90 (seconds) DEFLEC99 HV7229 GEOID HEIGHT- -32.92 (meters) GEOID03 HV7229 HV7229 HORZ ORDER - THIRD HV7229 HV7229.The horizontal coordinates were established by classical geodetic methods HV7229.and adjusted by the National Geodetic Survey in November 1994. HV7229 HV7229 HV7229.The Laplace correction was computed from DEFLEC99 derived deflections. HV7229 HV7229.The geoid height was determined by GEOID03. HV7229 HV7229; North East Units Scale Factor Converg. HV7229;SPC MD - 128,050.238 422,390.416 MT 0.99995032 +0 09 42.6 HV7229;SPC MD - 420,111.49 1,385,792.56 sFT 0.99995032 +0 09 42.6 HV7229;UTM 18 - 4,298,237.686 348,755.981 MT 0.99988168 -1 05 32.4 HV7229 HV7229 SUPERSEDED SURVEY CONTROL HV7229 HV7229 NAD 83(1991)- 38 49 11.80196(N) 076 44 31.80473(W) AD( ) 4 HV7229 NAD 83(1986)- 38 49 11.79893(N) 076 44 31.81795(W) AD( ) 4 HV7229 NAD 27 - 38 49 11.39050(N) 076 44 32.92936(W) AD( ) 3 HV7229 HV7229.Superseded values are not recommended for survey control. HV7229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7229.See file dsdata.txt to determine how the superseded data were derived. HV7229 HV7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4875698238(NAD 83) HV7229_MARKER: 51 = TANK HV7229 HV7229 HISTORY - Date Condition Report By HV7229 HISTORY - 1970 FIRST OBSERVED NGS HV7229 HISTORY - 20041224 MARK NOT FOUND GEOCAC HV7229 HV7229 STATION DESCRIPTION HV7229 HV7229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7229'THE STATION IS THE CENTER OF THE TOP OF THE UPPER MARLBORO HV7229'GIESK AND NIEMAN TOBACCO COMPANY TANK, LOCATED 0.1 MILE HV7229'EAST OF THE JUNCTION OF STATE HIGHWAYS 202 AND 408 IN UPPER HV7229'MARLBORO AND ON THE PROPERTY OF THE GIESK AND NIEMAN TOBACCO HV7229'COMPANY. IT IS ABOUT 120 FEET ABOVE THE GROUND. HV7229 HV7229 STATION RECOVERY (2004) HV7229 HV7229'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7229'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV7517 *********************************************************************** HV7517 DESIGNATION - UPPER MARLBORO MUN TANK HV7517 PID - HV7517 HV7517 STATE/COUNTY- MD/PRINCE GEORGES HV7517 USGS QUAD - UPPER MARLBORO (1993) HV7517 HV7517 *CURRENT SURVEY CONTROL HV7517 ___________________________________________________________________ HV7517* NAD 83(1991)- 38 48 57.83294(N) 076 45 28.56547(W) ADJUSTED HV7517* NAVD 88 - HV7517 ___________________________________________________________________ HV7517 LAPLACE CORR- -6.02 (seconds) DEFLEC99 HV7517 GEOID HEIGHT- -32.88 (meters) GEOID03 HV7517 HV7517 HORZ ORDER - THIRD HV7517 HV7517.The horizontal coordinates were established by classical geodetic methods HV7517.and adjusted by the National Geodetic Survey in November 1994. HV7517 HV7517 HV7517.The Laplace correction was computed from DEFLEC99 derived deflections. HV7517 HV7517.The geoid height was determined by GEOID03. HV7517 HV7517; North East Units Scale Factor Converg. HV7517;SPC MD - 127,615.750 421,022.348 MT 0.99995039 +0 09 06.9 HV7517;SPC MD - 418,686.01 1,381,304.15 sFT 0.99995039 +0 09 06.9 HV7517;UTM 18 - 4,297,833.271 347,378.823 MT 0.99988684 -1 06 07.7 HV7517 HV7517 SUPERSEDED SURVEY CONTROL HV7517 HV7517 NAD 83(1991)- 38 48 57.83282(N) 076 45 28.56550(W) AD( ) 4 HV7517 NAD 83(1986)- 38 48 57.82997(N) 076 45 28.57880(W) AD( ) 4 HV7517 NAD 27 - 38 48 57.42268(N) 076 45 29.68877(W) AD( ) 3 HV7517 HV7517.Superseded values are not recommended for survey control. HV7517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7517.See file dsdata.txt to determine how the superseded data were derived. HV7517 HV7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4737997833(NAD 83) HV7517_MARKER: 53 = ELEVATED TANK HV7517 HV7517 HISTORY - Date Condition Report By HV7517 HISTORY - 1943 FIRST OBSERVED CGS HV7517 HISTORY - 1970 GOOD NGS HV7517 HISTORY - 20041224 MARK NOT FOUND GEOCAC HV7517 HV7517 STATION DESCRIPTION HV7517 HV7517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL) HV7517'THE STATION IS AN ELEVATED STEEL TANK, SUPPORTED BY A 4-LEGGED HV7517'STEEL STRUCTURE LOCATED ON A SMALL KNOLL IN A WOODED AREA IN HV7517'THE SOUTHWESTERN SECTION OF THE TOWN OF UPPER MARLBORO. THE HV7517'POINT OBSERVED UPON IS THE BALL ATOP THE ROOF OF THE TANK. THE HV7517'OVERALL HEIGHT IS ABOUT 90 FEET. HV7517 HV7517 STATION RECOVERY (1970) HV7517 HV7517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ) HV7517'THE STATION WAS RECOVERED AS DESCRIBED BY G.W.L. IN 1943. IT IS HV7517'LOCATED NEXT TO 14212 SCHOOL LANE IN UPPER MARLBORO. HV7517 HV7517 STATION RECOVERY (2004) HV7517 HV7517'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV7517'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HV0895 *********************************************************************** HV0895 DESIGNATION - X 130 HV0895 PID - HV0895 HV0895 STATE/COUNTY- MD/PRINCE GEORGES HV0895 USGS QUAD - BRISTOL (1979) HV0895 HV0895 *CURRENT SURVEY CONTROL HV0895 ___________________________________________________________________ HV0895* NAD 83(1986)- 38 49 11. (N) 076 44 47. (W) SCALED HV0895* NAVD 88 - 7.557 (meters) 24.79 (feet) ADJUSTED HV0895 ___________________________________________________________________ HV0895 GEOID HEIGHT- -32.91 (meters) GEOID03 HV0895 DYNAMIC HT - 7.553 (meters) 24.78 (feet) COMP HV0895 MODELED GRAV- 980,068.3 (mgal) NAVD 88 HV0895 HV0895 VERT ORDER - FIRST CLASS I HV0895 HV0895.The horizontal coordinates were scaled from a topographic map and have HV0895.an estimated accuracy of +/- 6 seconds. HV0895 HV0895.The orthometric height was determined by differential leveling HV0895.and adjusted by the National Geodetic Survey in June 1991. HV0895 HV0895.The geoid height was determined by GEOID03. HV0895 HV0895.The dynamic height is computed by dividing the NAVD 88 HV0895.geopotential number by the normal gravity value computed on the HV0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0895.degrees latitude (g = 980.6199 gals.). HV0895 HV0895.The modeled gravity was interpolated from observed gravity values. HV0895 HV0895; North East Units Estimated Accuracy HV0895;SPC MD - 128,020. 422,020. MT (+/- 180 meters Scaled) HV0895 HV0895 SUPERSEDED SURVEY CONTROL HV0895 HV0895 NGVD 29 (??/??/??) 7.793 (m) 25.57 (f) ADJUSTED 1 1 HV0895 HV0895.Superseded values are not recommended for survey control. HV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0895.See file dsdata.txt to determine how the superseded data were derived. HV0895 HV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH483982(NAD 83) HV0895_MARKER: DB = BENCH MARK DISK HV0895_SETTING: 36 = BRIDGE ABUTMENT HV0895_STAMPING: X 130 1971 HV0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV0895 HV0895 HISTORY - Date Condition Report By HV0895 HISTORY - 1971 MONUMENTED NGS HV0895 HISTORY - 1975 GOOD NGS HV0895 HISTORY - 20041224 MARK NOT FOUND GEOCAC HV0895 HV0895 STATION DESCRIPTION HV0895 HV0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HV0895'AT UPPER MARLBORO. HV0895'AT UPPER MARLBORO, ABOUT 0.4 MILE NORTHEAST ALONG MAIN STREET HV0895'FROM THE POST OFFICE, SET IN THE TOP OF THE SOUTH END OF THE HV0895'EAST CONCRETE ABUTMENT OF A 103-FOOT CONCRETE BRIDGE OVER HV0895'WESTERN BRANCH, 82 YARDS WEST OF THE CENTER OF THE JUNCTION OF HV0895'STATE HIGHWAY 202 WHICH LEADS NORTHWEST, 16 1/2 FEET SOUTH OF HV0895'THE CENTER LINE OF THE STREET, AND ABOUT 1 FOOT ABOVE THE LEVEL HV0895'OF THE STREET. HV0895 HV0895 STATION RECOVERY (1975) HV0895 HV0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 HV0895'RECOVERED IN GOOD CONDITION. HV0895 HV0895 STATION RECOVERY (2004) HV0895 HV0895'RECOVERY NOTE BY GEOCACHING 2004 (APC) HV0895'STATION APPARENTLY LOST WHEN NEW BRIDGE (STRUCTURE 1601000) WAS HV0895'CONSTRUCTED AT THIS LOCATION IN 1991.