1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV0717 *********************************************************************** HV0717 DESIGNATION - G 37 HV0717 PID - HV0717 HV0717 STATE/COUNTY- MD/CALVERT HV0717 USGS QUAD - BROOMES ISLAND (1986) HV0717 HV0717 *CURRENT SURVEY CONTROL HV0717 ___________________________________________________________________ HV0717* NAD 83(1986)- 38 29 13. (N) 076 32 34. (W) SCALED HV0717* NAVD 88 - 47.588 (meters) 156.13 (feet) ADJUSTED HV0717 ___________________________________________________________________ HV0717 GEOID HEIGHT- -33.96 (meters) GEOID99 HV0717 DYNAMIC HT - 47.559 (meters) 156.03 (feet) COMP HV0717 MODELED GRAV- 980,015.0 (mgal) NAVD 88 HV0717 HV0717 VERT ORDER - FIRST CLASS II HV0717 HV0717.The horizontal coordinates were scaled from a topographic map and have HV0717.an estimated accuracy of +/- 6 seconds. HV0717 HV0717.The orthometric height was determined by differential leveling HV0717.and adjusted by the National Geodetic Survey in June 1991. HV0717 HV0717.The geoid height was determined by GEOID99. HV0717 HV0717.The dynamic height is computed by dividing the NAVD 88 HV0717.geopotential number by the normal gravity value computed on the HV0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0717.degrees latitude (g = 980.6199 gals.). HV0717 HV0717.The modeled gravity was interpolated from observed gravity values. HV0717 HV0717; North East Units Estimated Accuracy HV0717;SPC MD - 91,150. 439,890. MT (+/- 180 meters Scaled) HV0717 HV0717 SUPERSEDED SURVEY CONTROL HV0717 HV0717 NGVD 29 (??/??/??) 47.876 (m) 157.07 (f) ADJUSTED 1 2 HV0717 HV0717.Superseded values are not recommended for survey control. HV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0717.See file dsdata.txt to determine how the superseded data were derived. HV0717 HV0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH654609(NAD 83) HV0717_MARKER: DB = BENCH MARK DISK HV0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV0717_STAMPING: G 37 1941 HV0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV0717+STABILITY: SURFACE MOTION HV0717 HV0717 HISTORY - Date Condition Report By HV0717 HISTORY - 1941 MONUMENTED CGS HV0717 HISTORY - 1972 GOOD NGS HV0717 HISTORY - 20020607 MARK NOT FOUND MDSHA HV0717 HV0717 STATION DESCRIPTION HV0717 HV0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV0717'4.6 MI SE FROM PRINCE FREDERICK. HV0717'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE HV0717'AT PRINCE FREDERICK, CALVERT COUNTY, THENCE 1.0 MILE SOUTH HV0717'ALONG THE ROAD LEADING TO BROOMES ISLAND, AT THE JUNCTION OF A HV0717'PRIVATE ROAD LEADING NORTH TO A FARMHOUSE, 106 FEET SOUTH OF THE HV0717'SOUTHEAST CORNER OF THE FARMHOUSE, 40.5 FEET NORTHEAST OF THE HV0717'MAIN ROAD, 20.6 FEET SOUTHWEST OF THE SOUTHEAST GATEPOST, AND 1 HV0717'FOOT EAST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, HV0717'STAMPED G 37 1941 AND SET IN THE TOP OF A CONCRETE POST. HV0717 HV0717 STATION RECOVERY (2002) HV0717 HV0717'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK) HV0717'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV0716 *********************************************************************** HV0716 DESIGNATION - L 133 HV0716 PID - HV0716 HV0716 STATE/COUNTY- MD/CALVERT HV0716 USGS QUAD - BROOMES ISLAND (1986) HV0716 HV0716 *CURRENT SURVEY CONTROL HV0716 ___________________________________________________________________ HV0716* NAD 83(1986)- 38 29 38. (N) 076 32 08. (W) SCALED HV0716* NAVD 88 - 47.862 (meters) 157.03 (feet) ADJUSTED HV0716 ___________________________________________________________________ HV0716 GEOID HEIGHT- -33.97 (meters) GEOID99 HV0716 DYNAMIC HT - 47.833 (meters) 156.93 (feet) COMP HV0716 MODELED GRAV- 980,016.1 (mgal) NAVD 88 HV0716 HV0716 VERT ORDER - FIRST CLASS II HV0716 HV0716.The horizontal coordinates were scaled from a topographic map and have HV0716.an estimated accuracy of +/- 6 seconds. HV0716 HV0716.The orthometric height was determined by differential leveling HV0716.and adjusted by the National Geodetic Survey in June 1991. HV0716 HV0716.The geoid height was determined by GEOID99. HV0716 HV0716.The dynamic height is computed by dividing the NAVD 88 HV0716.geopotential number by the normal gravity value computed on the HV0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0716.degrees latitude (g = 980.6199 gals.). HV0716 HV0716.The modeled gravity was interpolated from observed gravity values. HV0716 HV0716; North East Units Estimated Accuracy HV0716;SPC MD - 91,930. 440,520. MT (+/- 180 meters Scaled) HV0716 HV0716 SUPERSEDED SURVEY CONTROL HV0716 HV0716 NGVD 29 (??/??/??) 48.106 (m) 157.83 (f) ADJUSTED 1 2 HV0716 HV0716.Superseded values are not recommended for survey control. HV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0716.See file dsdata.txt to determine how the superseded data were derived. HV0716 HV0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH660617(NAD 83) HV0716_MARKER: DV = VERTICAL CONTROL DISK HV0716_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) HV0716_STAMPING: L 133 1971 HV0716_MARK LOGO: NGS HV0716_MAGNETIC: O = OTHER; SEE DESCRIPTION HV0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV0716 HV0716 HISTORY - Date Condition Report By HV0716 HISTORY - 1971 MONUMENTED NGS HV0716 HISTORY - 1972 GOOD NGS HV0716 HISTORY - 20020607 GOOD MDSHA HV0716 HV0716 STATION DESCRIPTION HV0716 HV0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV0716'5.6 MI N FROM BROOMES ISLAND. HV0716'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 264 FROM THE POST OFFICE HV0716'AT BROOMES ISLAND, 0.55 MILE SOUTH OF THE JUNCTION OF STATE HV0716'HIGHWAY 4 AND 2, AT THE CHRIST CHURCH AND CEMETERY, AT THE HV0716'SOUTHEAST CORNER OF THE CEMETERY, 234 FEET EAST OF THE CENTER HV0716'LINE OF THE HIGHWAY, 147 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HV0716'THE MAIN PART OF THE CHURCH, 26 FEET NORTHWEST OF THE CENTER HV0716'LINE OF GRAVELED ROAD ALONG THE SOUTH SIDE OF THE CEMETERY, HV0716'20.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ALICE VIRGINIA HV0716'SEDWICK HEADSTONE, 1 FOOT WEST OF A WOODEN RAIL FENCE, 1 FOOT HV0716'SOUTH OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER HV0716'COATED STEEL ROD PROJECTING 1/2 INCH ABOVE THE LEVEL OF THE HV0716'GROUND AND PROTECTED BY A 6 INCH STEEL PIPE THAT PROJECTS 1 INCH HV0716'ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO REFUSAL HV0716'AT A DEPTH OF 73 FEET. HV0716 HV0716 STATION RECOVERY (2002) HV0716 HV0716'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK) HV0716'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV0718 *********************************************************************** HV0718 DESIGNATION - M 133 HV0718 PID - HV0718 HV0718 STATE/COUNTY- MD/CALVERT HV0718 USGS QUAD - BROOMES ISLAND (1986) HV0718 HV0718 *CURRENT SURVEY CONTROL HV0718 ___________________________________________________________________ HV0718* NAD 83(1986)- 38 28 53. (N) 076 32 44. (W) SCALED HV0718* NAVD 88 - 47.457 (meters) 155.70 (feet) ADJUSTED HV0718 ___________________________________________________________________ HV0718 GEOID HEIGHT- -33.96 (meters) GEOID99 HV0718 DYNAMIC HT - 47.428 (meters) 155.60 (feet) COMP HV0718 MODELED GRAV- 980,014.3 (mgal) NAVD 88 HV0718 HV0718 VERT ORDER - FIRST CLASS II HV0718 HV0718.The horizontal coordinates were scaled from a topographic map and have HV0718.an estimated accuracy of +/- 6 seconds. HV0718 HV0718.The orthometric height was determined by differential leveling HV0718.and adjusted by the National Geodetic Survey in June 1991. HV0718 HV0718.The geoid height was determined by GEOID99. HV0718 HV0718.The dynamic height is computed by dividing the NAVD 88 HV0718.geopotential number by the normal gravity value computed on the HV0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0718.degrees latitude (g = 980.6199 gals.). HV0718 HV0718.The modeled gravity was interpolated from observed gravity values. HV0718 HV0718; North East Units Estimated Accuracy HV0718;SPC MD - 90,540. 439,650. MT (+/- 180 meters Scaled) HV0718 HV0718 SUPERSEDED SURVEY CONTROL HV0718 HV0718 NGVD 29 (??/??/??) 47.701 (m) 156.50 (f) ADJUSTED 1 2 HV0718 HV0718.Superseded values are not recommended for survey control. HV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0718.See file dsdata.txt to determine how the superseded data were derived. HV0718 HV0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH651603(NAD 83) HV0718_MARKER: DV = VERTICAL CONTROL DISK HV0718_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED HV0718+WITH SETTING: INTO GROUND HV0718_STAMPING: M 133 1971 HV0718_MARK LOGO: NGS HV0718_MAGNETIC: O = OTHER; SEE DESCRIPTION HV0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV0718+STABILITY: SURFACE MOTION HV0718 HV0718 HISTORY - Date Condition Report By HV0718 HISTORY - 1971 MONUMENTED NGS HV0718 HISTORY - 1972 GOOD NGS HV0718 HISTORY - 20020607 GOOD MDSHA HV0718 HV0718 STATION DESCRIPTION HV0718 HV0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV0718'4.6 MI N FROM BROOMES ISLAND. HV0718'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 264 FROM THE POST OFFICE HV0718'AT BROOMES ISLAND, 1.55 MILES SOUTH OF THE JUNCTION OF STATE HV0718'HIGHWAY 2 AND 4, 225 FEET SOUTHWEST OF THE CENTER LINE OF A HV0718'FARM ROAD, 40 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, HV0718'2 1/2 FEET NORTHEAST OF A POWER LINE POLE, 0.25 MILE NORTHEAST OF HV0718'THE JUNCTION OF GRAY ROAD, 1.2 FEET SOUTHWEST OF A METAL WITNESS HV0718'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF HV0718'A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL HV0718'BASE PLATE. THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE HV0718'GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 6 INCHES ABOVE HV0718'THE LEVEL OF THE GROUND. HV0718 HV0718 STATION RECOVERY (2002) HV0718 HV0718'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK) HV0718'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ8009 *********************************************************************** AJ8009 CBN - This is a Cooperative Base Network Control Station. AJ8009 DESIGNATION - MUTUAL AJ8009 PID - AJ8009 AJ8009 STATE/COUNTY- MD/CALVERT AJ8009 USGS QUAD - BROOMES ISLAND (1986) AJ8009 AJ8009 *CURRENT SURVEY CONTROL AJ8009 ___________________________________________________________________ AJ8009* NAD 83(1991)- 38 28 14.22759(N) 076 32 59.76325(W) ADJUSTED AJ8009* NAVD 88 - 46.1 (meters) 151. (feet) GPS OBS AJ8009 ___________________________________________________________________ AJ8009 X - 1,163,014.428 (meters) COMP AJ8009 Y - -4,862,970.531 (meters) COMP AJ8009 Z - 3,946,483.951 (meters) COMP AJ8009 LAPLACE CORR- -4.90 (seconds) DEFLEC99 AJ8009 ELLIP HEIGHT- 12.12 (meters) (02/12/02) GPS OBS AJ8009 GEOID HEIGHT- -33.96 (meters) GEOID99 AJ8009 AJ8009 HORZ ORDER - A AJ8009 ELLP ORDER - FOURTH CLASS I AJ8009 AJ8009.The horizontal coordinates were established by GPS observations AJ8009.and adjusted by the National Geodetic Survey in February 2002. AJ8009 AJ8009.The orthometric height was determined by GPS observations and a AJ8009.high-resolution geoid model. AJ8009 AJ8009.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8009 AJ8009.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8009 AJ8009.The ellipsoidal height was determined by GPS observations AJ8009.and is referenced to NAD 83. AJ8009 AJ8009.The geoid height was determined by GEOID99. AJ8009 AJ8009; North East Units Scale Converg. AJ8009;SPC MD - 89,338.747 439,275.272 MT 0.99997470 +0 16 56.9 AJ8009;SPC MD - 293,105.54 1,441,188.95 sFT 0.99997470 +0 16 56.9 AJ8009;UTM 18 - 4,259,171.130 364,790.381 MT 0.99982514 -0 57 51.8 AJ8009 AJ8009 SUPERSEDED SURVEY CONTROL AJ8009 AJ8009.No superseded survey control is available for this station. AJ8009 AJ8009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6479059171(NAD 83) AJ8009_MARKER: DD = SURVEY DISK AJ8009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8009_STAMPING: MUTUAL 2000 AJ8009_MARK LOGO: MDSHA AJ8009_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8009+STABILITY: SURFACE MOTION AJ8009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8009+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002 AJ8009 AJ8009 HISTORY - Date Condition Report By AJ8009 HISTORY - 2000 MONUMENTED MDSHA AJ8009 HISTORY - 20020607 GOOD MDSHA AJ8009 AJ8009 STATION DESCRIPTION AJ8009 AJ8009'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2000 (SFK) AJ8009'THE STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) SOUTH OF PRINCE AJ8009'FREDERICK, 12.9 MILES (20.8 KM) NORTHEAST OF LEONARDTOWN, AND 13.1 AJ8009'MILES (21.1 KM) SOUTHEAST OF HUGHESVILLE, IN THE TOWN OF MUTUAL. TO AJ8009'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 231 AND STATE AJ8009'HIGHWAY 2-4 IN PRINCE FREDERICK, GO SOUTHEAST ALONG STATE HIGHWAY 2-4 AJ8009'FOR 3.9 MILES (6.3 KM) TO STATE HIGHWAY 264 LEADING SOUTHWEST. TURN AJ8009'RIGHT AND GO SOUTHWEST ALONG STATE HIGHWAY 264 FOR 2.25 MILES (3.62 AJ8009'KM) TO STATE HIGHWAY 265 (MACKALL ROAD) . CONTINUE SOUTHWEST ALONG AJ8009'STATE HIGHWAY 264 FOR 0.05 MILES (0.08 KM) TO THE STATION ON THE AJ8009'RIGHT. THE STATION IS A MARYLAND STATE HIGHWAY SURVEY DISK SET IN THE AJ8009'TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE AJ8009'GROUND, 29.5 FEET (9.0 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AJ8009'26.5 FEET (8.1 M) SOUTHEAST OF A CARSONITE WITNESS POST, 27.0 FEET AJ8009'(8.2 M) SOUTHEAST OF A POWER POLE WITH NO NUMBERS, 122.2 FEET (37.2 M) AJ8009'EAST OF POWER POLE NUMBER 61, 115.5 FEET (35.2 M) NORTHEAST AND ACROSS AJ8009'THE HIGHWAY FROM A METAL TELEPHONE JUNCTION BOX NUMBER 60, AND 4 FEET AJ8009'(1.2 M) HIGHER THAN THE SURFACE OF THE HIGHWAY. AJ8009 AJ8009 STATION RECOVERY (2002) AJ8009 AJ8009'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK) AJ8009'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV0720 *********************************************************************** HV0720 DESIGNATION - WO 37 RESET HV0720 PID - HV0720 HV0720 STATE/COUNTY- MD/CALVERT HV0720 USGS QUAD - BROOMES ISLAND (1986) HV0720 HV0720 *CURRENT SURVEY CONTROL HV0720 ___________________________________________________________________ HV0720* NAD 83(1986)- 38 28 16. (N) 076 32 52. (W) SCALED HV0720* NAVD 88 - 48.215 (meters) 158.19 (feet) ADJUSTED HV0720 ___________________________________________________________________ HV0720 GEOID HEIGHT- -33.97 (meters) GEOID99 HV0720 DYNAMIC HT - 48.186 (meters) 158.09 (feet) COMP HV0720 MODELED GRAV- 980,013.4 (mgal) NAVD 88 HV0720 HV0720 VERT ORDER - FIRST CLASS II HV0720 HV0720.The horizontal coordinates were scaled from a topographic map and have HV0720.an estimated accuracy of +/- 6 seconds. HV0720 HV0720.The orthometric height was determined by differential leveling HV0720.and adjusted by the National Geodetic Survey in June 1991. HV0720 HV0720.The geoid height was determined by GEOID99. HV0720 HV0720.The dynamic height is computed by dividing the NAVD 88 HV0720.geopotential number by the normal gravity value computed on the HV0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HV0720.degrees latitude (g = 980.6199 gals.). HV0720 HV0720.The modeled gravity was interpolated from observed gravity values. HV0720 HV0720; North East Units Estimated Accuracy HV0720;SPC MD - 89,390. 439,460. MT (+/- 180 meters Scaled) HV0720 HV0720 SUPERSEDED SURVEY CONTROL HV0720 HV0720 NGVD 29 (??/??/??) 48.459 (m) 158.99 (f) ADJUSTED 1 2 HV0720 HV0720.Superseded values are not recommended for survey control. HV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0720.See file dsdata.txt to determine how the superseded data were derived. HV0720 HV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH649592(NAD 83) HV0720_MARKER: DD = SURVEY DISK HV0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV0720_STAMPING: WO 37 1933 RESET 1954 HV0720_MARK LOGO: USGS HV0720_MAGNETIC: O = OTHER; SEE DESCRIPTION HV0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV0720+STABILITY: SURFACE MOTION HV0720 HV0720 HISTORY - Date Condition Report By HV0720 HISTORY - 1954 MONUMENTED USGS HV0720 HISTORY - 1972 GOOD NGS HV0720 HISTORY - 1990 GOOD USPSQD HV0720 HISTORY - 20020607 GOOD MDSHA HV0720 HV0720 STATION DESCRIPTION HV0720 HV0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV0720'3.9 MI N FROM BROOMES ISLAND. HV0720'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 264 FROM THE POST HV0720'OFFICE AT BROOMES ISLAND, AT THE SMALL VILLAGE OF MUTUAL, NEAR HV0720'THE JUNCTION OF STATE HIGHWAY 265 (MACKALL ROAD) LEADING SOUTH, HV0720'270 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 265, 151 FEET HV0720'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF HV0720'THE HARKNESS FUNERAL HOME, 64 FEET SOUTHEAST OF THE CENTER LINE HV0720'OF THE HIGHWAY, 17 FEET SOUTHWEST OF A 2 INCH CEDAR TREE, AT A HV0720'BRUSHY AREA, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET HV0720'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST HV0720'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND. HV0720 HV0720 STATION RECOVERY (1990) HV0720 HV0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (SWK) HV0720'RECOVERED IN GOOD CONDITION. HV0720 HV0720 STATION RECOVERY (2002) HV0720 HV0720'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK) HV0720'RECOVERED AS DESCRIBED.