1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AH4460 *********************************************************************** AH4460 DESIGNATION - D 879 RESET AH4460 PID - AH4460 AH4460 STATE/COUNTY- CA/SANTA CLARA AH4460 USGS QUAD - MOUNTAIN VIEW (1997) AH4460 AH4460 *CURRENT SURVEY CONTROL AH4460 ___________________________________________________________________ AH4460* NAD 83(1986)- 37 22 40. (N) 122 04 29. (W) SCALED AH4460* NAVD 88 - 40.01 (+/-2cm) 131.3 (feet) VERTCON AH4460 ___________________________________________________________________ AH4460 GEOID HEIGHT- -32.60 (meters) GEOID99 AH4460 AH4460 VERT ORDER - THIRD (See Below) AH4460 AH4460.The horizontal coordinates were scaled from a topographic map and have AH4460.an estimated accuracy of +/- 6 seconds. AH4460 AH4460.The NAVD 88 height was computed by applying the VERTCON shift value to AH4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4460.The vertical order pertains to the superseded datum. AH4460 AH4460.The geoid height was determined by GEOID99. AH4460 AH4460; North East Units Estimated Accuracy AH4460;SPC CA 3 - 598,590. 1,860,540. MT (+/- 180 meters Scaled) AH4460 AH4460 SUPERSEDED SURVEY CONTROL AH4460 AH4460 NGVD 29 - 39.18 (m) 128.5 (f) RESET 3 AH4460 AH4460.Superseded values are not recommended for survey control. AH4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4460.See file dsdata.txt to determine how the superseded data were derived. AH4460 AH4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG819371(NAD 83) AH4460_MARKER: DV = VERTICAL CONTROL DISK AH4460_SETTING: 35 = ELECTROLIER BASE AH4460_STAMPING: D 879 RESET 1978 AH4460_MARK LOGO: NGS AH4460_PROJECTION: FLUSH AH4460_MAGNETIC: N = NO MAGNETIC MATERIAL AH4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4460+STABILITY: SURFACE MOTION AH4460 AH4460 HISTORY - Date Condition Report By AH4460 HISTORY - 1978 MONUMENTED NGS AH4460 HISTORY - 20030731 GOOD GEOCAC AH4460 AH4460 STATION DESCRIPTION AH4460 AH4460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AH4460'AT MOUNTAIN VIEW, 0.2 MILES (0.3 KM) SOUTHEAST ALONG EL CAMINO ROAD AH4460'(STATE HIGHWAY 82) FROM MOUNTAIN VIEW SCHOOL, THENCE 0.2 MILE (0.3 KM) AH4460'SOUTHWEST ALONG GRANT ROAD, AT THE SOUTHWEST ENTRANCE TO A SHELL AH4460'SERVICE STATION, SET IN THE CONCRETE FOUNDATION OF A ELECTROLIER, 39.8 AH4460'FEET (12.1 M) SOUTHWEST OF A FIRE HYDRANT, 18 FEET (5.5 M) SOUTHWEST AH4460'OF THE CENTER OF THE SERVICE STATION ENTRANCE, 0.8 FOOT (24.4 CM) AH4460'NORTHWEST OF THE NORTHWEST CURB OF GRANT ROAD, 0.5 FEET (15.2 CM) EAST AH4460'OF THE EAST SIDE OF THE ELECTROLIER AND ABOUT THE SAME ELEVATION AS AH4460'GRANT ROAD. AH4460 AH4460 STATION RECOVERY (2003) AH4460 AH4460'RECOVERY NOTE BY GEOCACHING 2003 (BGT) AH4460'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HT1660 *********************************************************************** HT1660 DESIGNATION - E 323=2744 HT1660 PID - HT1660 HT1660 STATE/COUNTY- CA/SANTA CLARA HT1660 USGS QUAD - CUPERTINO (1991) HT1660 HT1660 *CURRENT SURVEY CONTROL HT1660 ___________________________________________________________________ HT1660* NAD 83(1986)- 37 21 10. (N) 122 01 58. (W) SCALED HT1660* NAVD 88 - 49.82 (+/-2cm) 163.5 (feet) VERTCON HT1660 ___________________________________________________________________ HT1660 GEOID HEIGHT- -32.63 (meters) GEOID99 HT1660 HT1660 VERT ORDER - FIRST CLASS II (See Below) HT1660 HT1660.The horizontal coordinates were scaled from a topographic map and have HT1660.an estimated accuracy of +/- 6 seconds. HT1660 HT1660.The NAVD 88 height was computed by applying the VERTCON shift value to HT1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1660.The vertical order pertains to the superseded datum. HT1660 HT1660.The geoid height was determined by GEOID99. HT1660 HT1660; North East Units Estimated Accuracy HT1660;SPC CA 3 - 595,750. 1,864,210. MT (+/- 180 meters Scaled) HT1660 HT1660 SUPERSEDED SURVEY CONTROL HT1660 HT1660 NGVD 29 - 48.994 (m) 160.74 (f) ADJ UNCH 1 2 HT1660 HT1660.Superseded values are not recommended for survey control. HT1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1660.See file dsdata.txt to determine how the superseded data were derived. HT1660 HT1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG856344(NAD 83) HT1660_MARKER: DB = BENCH MARK DISK HT1660_SETTING: 30 = WALL HT1660_STAMPING: E 323 HT1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HT1660+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2002 HT1660 HT1660 HISTORY - Date Condition Report By HT1660 HISTORY - UNK MONUMENTED CGS HT1660 HISTORY - 1967 GOOD NGS HT1660 HISTORY - 20020303 GOOD NGS HT1660 HISTORY - 20030804 GOOD GEOCAC HT1660 HT1660 STATION DESCRIPTION HT1660 HT1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1660'1.4 MI S FROM SUNNYVALE. HT1660'0.65 MILES SOUTHEAST ALONG MATHILDA AVENUE FROM THE CITY HALL HT1660'AT SUNNYVALE, THENCE 0.7 MILE SOUTH ALONG SARATOGA-SUNNYVALE HT1660'ROAD, 0.05 MILE NORTH OF THE INTERSECTION OF FREMONT AVENUE, AT HT1660'THE MIDDLE EAST ENTRANCE TO FREMONT UNION HIGH SCHOOL, SET HT1660'VERTICALLY IN THE EAST WALL, 1.3 FEET NORTH OF THE NORTH EDGE HT1660'OF THE ARCH ENTRANCE, 177 FEET WEST OF THE CENTER LINE OF THE HT1660'ROAD, AND ABOUT 1/2 FOOT ABOVE THE FLOOR OF THE PORCH. HT1660 HT1660 STATION RECOVERY (2002) HT1660 HT1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 HT1660'RECOVERED IN GOOD CONDITION. HT1660 HT1660 STATION RECOVERY (2003) HT1660 HT1660'RECOVERY NOTE BY GEOCACHING 2003 (BGT) HT1660'MARK APPEARS TO BE IN GOOD CONDITION THOUGH IT HAS BEEN PAINTED OVER HT1660'DURING RECENT HT1660'RENOVATIONS. IT REMAINS CLEARLY IDENTIFIABLE THOUGH LESS OBVIOUS NOW. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS5358 *********************************************************************** HS5358 DESIGNATION - M 357 HS5358 PID - HS5358 HS5358 STATE/COUNTY- CA/SANTA CLARA HS5358 USGS QUAD - MORGAN HILL (1980) HS5358 HS5358 *CURRENT SURVEY CONTROL HS5358 ___________________________________________________________________ HS5358* NAD 83(1992)- 37 08 46.20542(N) 121 39 00.69217(W) ADJUSTED HS5358* NAVD 88 - 113.06 (+/-2cm) 370.9 (feet) VERTCON HS5358 ___________________________________________________________________ HS5358 EPOCH DATE - 1991.35 HS5358 X - -2,671,031.187 (meters) COMP HS5358 Y - -4,333,189.102 (meters) COMP HS5358 Z - 3,830,384.564 (meters) COMP HS5358 LAPLACE CORR- 1.57 (seconds) DEFLEC99 HS5358 ELLIP HEIGHT- 80.69 (meters) (03/08/94) GPS OBS HS5358 GEOID HEIGHT- -32.32 (meters) GEOID99 HS5358 HS5358 HORZ ORDER - SECOND HS5358 VERT ORDER - THIRD ? (See Below) HS5358 ELLP ORDER - FOURTH CLASS I HS5358 HS5358.The horizontal coordinates were established by GPS observations HS5358.and adjusted by the National Geodetic Survey in March 1994. HS5358.The horizontal coordinates are valid at the epoch date displayed above. HS5358.The epoch date for horizontal control is a decimal equivalence HS5358.of Year/Month/Day. HS5358 HS5358.The NAVD 88 height was computed by applying the VERTCON shift value to HS5358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5358.The vertical order pertains to the superseded datum. HS5358 HS5358.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5358 HS5358.The Laplace correction was computed from DEFLEC99 derived deflections. HS5358 HS5358.The ellipsoidal height was determined by GPS observations HS5358.and is referenced to NAD 83. HS5358 HS5358.The geoid height was determined by GEOID99. HS5358 HS5358; North East Units Scale Converg. HS5358;SPC CA 3 - 572,340.626 1,897,819.926 MT 0.99998452 -0 42 15.1 HS5358;SPC CA 3 - 1,877,754.20 6,226,430.87 sFT 0.99998452 -0 42 15.1 HS5358;UTM 10 - 4,111,940.222 619,873.329 MT 0.99977701 +0 48 54.6 HS5358 HS5358 SUPERSEDED SURVEY CONTROL HS5358 HS5358 NAD 83(1986)- 37 08 46.20488(N) 121 39 00.68566(W) AD(1984.00) 2 HS5358 NGVD 29 - 112.21 (m) 368.1 (f) LEVELING 3 HS5358 HS5358.Superseded values are not recommended for survey control. HS5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5358.See file dsdata.txt to determine how the superseded data were derived. HS5358 HS5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG1987311940(NAD 83) HS5358_MARKER: S = SPIKE HS5358_SETTING: 2 = DRIVEN INTO GROUND HS5358_MARK LOGO: CREDAN HS5358_MAGNETIC: I = MARKER IS A STEEL ROD HS5358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5358+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003 HS5358 HS5358 HISTORY - Date Condition Report By HS5358 HISTORY - 1988 MONUMENTED CREDAN HS5358 HISTORY - 20030801 GOOD GEOCAC HS5358 HS5358 STATION DESCRIPTION HS5358 HS5358'DESCRIBED BY CREEGAN AND D ANGELO 1988 HS5358'THE STATION IS LOCATED IN THE MORGAN HILL BUSINESS PARK OFF COCHRAN HS5358'ROAD, IN THE CITY OF MORGAN HILL. HS5358'TO REACH THE STATION FROM THE INTERSECTION OF COCHRAN ROAD AND HS5358'MONTEREY HIGHWAY, GO EAST ON COCHRAN ROAD, APPROXIMATELY 0.8 KM HS5358'(0.50 MI) TO SUTTER AVENUE. GO SOUTH ON SUTTER AVENUE TO JARVIS HS5358'AVENUE THEN EAST ON JARVIS AVENUE TO STATION. HS5358'THE STATION IS 2.1 M (6.9 FT) WEST OF THE EAST FACE OF CURB AND 152.4 HS5358'M (500.0 FT) SOUTH OF THE BUILDING AT 685 JARVIS AVENUE. THE MARK IS HS5358'A RAILROAD SPIKE SET FLUSH WITH THE ROAD SURFACE. HS5358 HS5358 STATION RECOVERY (2003) HS5358 HS5358'RECOVERY NOTE BY GEOCACHING 2003 (BGT) HS5358'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HT1624 *********************************************************************** HT1624 DESIGNATION - U 180 HT1624 PID - HT1624 HT1624 STATE/COUNTY- CA/SANTA CLARA HT1624 USGS QUAD - CUPERTINO (1991) HT1624 HT1624 *CURRENT SURVEY CONTROL HT1624 ___________________________________________________________________ HT1624* NAD 83(1986)- 37 22 11. (N) 122 04 39. (W) SCALED HT1624* NAVD 88 - 47.21 (+/-2cm) 154.9 (feet) VERTCON HT1624 ___________________________________________________________________ HT1624 GEOID HEIGHT- -32.60 (meters) GEOID99 HT1624 HT1624 VERT ORDER - FIRST CLASS II (See Below) HT1624 HT1624.The horizontal coordinates were scaled from a topographic map and have HT1624.an estimated accuracy of +/- 6 seconds. HT1624 HT1624.The NAVD 88 height was computed by applying the VERTCON shift value to HT1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1624.The vertical order pertains to the superseded datum. HT1624 HT1624.The geoid height was determined by GEOID99. HT1624 HT1624; North East Units Estimated Accuracy HT1624;SPC CA 3 - 597,700. 1,860,280. MT (+/- 180 meters Scaled) HT1624 HT1624 SUPERSEDED SURVEY CONTROL HT1624 HT1624 NGVD 29 - 46.371 (m) 152.14 (f) ADJ UNCH 1 2 HT1624 HT1624.Superseded values are not recommended for survey control. HT1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1624.See file dsdata.txt to determine how the superseded data were derived. HT1624 HT1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG816362(NAD 83) HT1624_MARKER: DB = BENCH MARK DISK HT1624_SETTING: 36 = CONCRETE FOUNDATION HT1624_STAMPING: U 180 1934 HT1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1624 HT1624 HISTORY - Date Condition Report By HT1624 HISTORY - 1934 MONUMENTED CGS HT1624 HISTORY - 1967 GOOD NGS HT1624 HISTORY - 20030731 MARK NOT FOUND GEOCAC HT1624 HT1624 STATION DESCRIPTION HT1624 HT1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1624'0.8 MI S FROM MOUNTAIN VIEW. HT1624'0.8 MILE SOUTH ALONG GRANT ROAD FROM THE JUNCTION OF EL CAMINO HT1624'REAL AT MOUNTAIN VIEW, AT THE T JUNCTION OF EUNICE AVENUE, 61 1/2 HT1624'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 23 1/2 FEET EAST HT1624'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTH SIDE HT1624'OF THE CONCRETE FOUNDATION OF A STEEL POWER TOWER, AND ABOUT 1 HT1624'FOOT LOWER THAN THE ROAD. HT1624 HT1624 STATION RECOVERY (2003) HT1624 HT1624'RECOVERY NOTE BY GEOCACHING 2003 (BGT) HT1624'THE STEEL TRANSMISSION LINE TOWER APPEARS TO HAVE BEEN TAKEN DOWN AND HT1624'THE HT1624'FOUNDATION REMOVED OR BURIED. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AH1798 *********************************************************************** AH1798 DESIGNATION - U 180 RESET AH1798 PID - AH1798 AH1798 STATE/COUNTY- CA/SANTA CLARA AH1798 USGS QUAD - CUPERTINO (1991) AH1798 AH1798 *CURRENT SURVEY CONTROL AH1798 ___________________________________________________________________ AH1798* NAD 83(1986)- 37 22 11. (N) 122 04 39. (W) SCALED AH1798* NAVD 88 - 47.20 (+/-2cm) 154.9 (feet) VERTCON AH1798 ___________________________________________________________________ AH1798 GEOID HEIGHT- -32.60 (meters) GEOID99 AH1798 AH1798 VERT ORDER - THIRD (See Below) AH1798 AH1798.The horizontal coordinates were scaled from a topographic map and have AH1798.an estimated accuracy of +/- 6 seconds. AH1798 AH1798.The NAVD 88 height was computed by applying the VERTCON shift value to AH1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH1798.The vertical order pertains to the superseded datum. AH1798 AH1798.The geoid height was determined by GEOID99. AH1798 AH1798; North East Units Estimated Accuracy AH1798;SPC CA 3 - 597,700. 1,860,280. MT (+/- 180 meters Scaled) AH1798 AH1798 SUPERSEDED SURVEY CONTROL AH1798 AH1798 NGVD 29 - 46.37 (m) 152.1 (f) RESET 3 AH1798 AH1798.Superseded values are not recommended for survey control. AH1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH1798.See file dsdata.txt to determine how the superseded data were derived. AH1798 AH1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG816362(NAD 83) AH1798_MARKER: DV = VERTICAL CONTROL DISK AH1798_SETTING: 35 = ELECTROLIER FOUNDATION AH1798_STAMPING: U 180 RESET 1978 AH1798_MARK LOGO: NGS AH1798_MAGNETIC: N = NO MAGNETIC MATERIAL AH1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH1798+STABILITY: SURFACE MOTION AH1798 AH1798 HISTORY - Date Condition Report By AH1798 HISTORY - 1978 MONUMENTED NGS AH1798 HISTORY - 20030731 GOOD GEOCAC AH1798 AH1798 STATION DESCRIPTION AH1798 AH1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AH1798'AT MOUNTAIN VIEW, 0.2 MILE (0.3 KM) SOUTHEAST ALONG EL CAMINO ROAD AH1798'(STATE HIGHWAY 82) FROM MOUNTAIN VIEW SCHOOL, THENCE 0.8 MILE (1.3 KM) AH1798'SOUTHWEST AND SOUTH ALONG GRANT ROAD, AT THE JUNCTION OF EUNICE AVENUE AH1798'LEADING EAST OF THE NORTH ENTRANCE TO EL CAMINO HOSPITAL LEADING WEST, AH1798'SET IN THE TOP OF THE SQUARE CONCRETE FOUNDATION OF AN ALECTROLIER, AH1798'175 FEET (53.3 M) NORTHNORTHWEST OF THE CENTER OF THE JUNCTION, 5.4 AH1798'FEET (1.6 M) WEST OF THE WEST CURB OF GRANT ROAD, 0.4 FEET (12.2 CM) AH1798'NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION AND ABOUT LEVEL AH1798'WITH THE ROAD. AH1798 AH1798 STATION RECOVERY (2003) AH1798 AH1798'RECOVERY NOTE BY GEOCACHING 2003 (BGT) AH1798'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HT1151 *********************************************************************** HT1151 DESIGNATION - Y 626 RESET 1959 HT1151 PID - HT1151 HT1151 STATE/COUNTY- CA/SANTA CLARA HT1151 USGS QUAD - MOUNTAIN VIEW (1997) HT1151 HT1151 *CURRENT SURVEY CONTROL HT1151 ___________________________________________________________________ HT1151* NAD 83(1986)- 37 24 12. (N) 122 01 20. (W) SCALED HT1151* NAVD 88 - 7.15 (+/-2cm) 23.5 (feet) VERTCON HT1151 ___________________________________________________________________ HT1151 GEOID HEIGHT- -32.60 (meters) GEOID99 HT1151 HT1151 VERT ORDER - FIRST CLASS II (See Below) HT1151 HT1151.The horizontal coordinates were scaled from a topographic map and have HT1151.an estimated accuracy of +/- 6 seconds. HT1151 HT1151.The NAVD 88 height was computed by applying the VERTCON shift value to HT1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1151.The vertical order pertains to the superseded datum. HT1151 HT1151.The geoid height was determined by GEOID99. HT1151 HT1151; North East Units Estimated Accuracy HT1151;SPC CA 3 - 601,350. 1,865,240. MT (+/- 180 meters Scaled) HT1151 HT1151 SUPERSEDED SURVEY CONTROL HT1151 HT1151 NGVD 29 - 6.331 (m) 20.77 (f) ADJ UNCH 1 2 HT1151 HT1151.Superseded values are not recommended for survey control. HT1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1151.See file dsdata.txt to determine how the superseded data were derived. HT1151 HT1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG865400(NAD 83) HT1151_MARKER: DB = BENCH MARK DISK HT1151_SETTING: 36 = GAS VALVES FOUNDATION HT1151_STAMPING: Y 626 RESET 1959 HT1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1151 HT1151 HISTORY - Date Condition Report By HT1151 HISTORY - 1959 MONUMENTED CGS HT1151 HISTORY - 1967 GOOD NGS HT1151 HISTORY - 1983 GOOD HT1151 HISTORY - 19920910 GOOD USPSQD HT1151 HISTORY - 20030730 GOOD GEOCAC HT1151 HT1151 STATION DESCRIPTION HT1151 HT1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1151'2.5 MI E FROM MOUNTAIN VIEW. HT1151'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1151'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.75 MILE NORTHEAST HT1151'ALONG STATE HIGHWAY 237, IN THE TOP OF THE SOUTHEAST CORNER OF HT1151'THE CONCRETE FOUNDATION OF UNDERGROUND GAS VALVES, 89 1/2 FEET HT1151'SOUTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE, AT THE JUNCTION HT1151'OF PERSIAN AND PLAZA DRIVES, 70 FEET SOUTH OF THE CENTER LINE OF HT1151'PERSIAN DRIVE, 31 FEET WEST OF THE CENTER LINE OF PLAZA DRIVE, HT1151'1.0 FOOT WEST OF THE WEST CURB OF PLAZA DRIVE, ABOUT LEVEL HT1151'WITH THE HIGHWAY AND 1/2 FOOT HIGHER THAN THE DRIVES. HT1151 HT1151 STATION RECOVERY (1983) HT1151 HT1151'RECOVERED 1983 HT1151'RECOVERED IN GOOD CONDITION. HT1151 HT1151 STATION RECOVERY (1992) HT1151 HT1151'RECOVERY NOTE BY US POWER SQUADRON 1992 (RJS) HT1151'RECOVERED IN GOOD CONDITION. HT1151 HT1151 STATION RECOVERY (2003) HT1151 HT1151'RECOVERY NOTE BY GEOCACHING 2003 (BGT) HT1151'RECOVERED IN GOOD CONDITION.