1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0445 *********************************************************************** NV0445 DESIGNATION - B 335 RESET NV0445 PID - NV0445 NV0445 STATE/COUNTY- ID/GOODING NV0445 USGS QUAD - GOODING (1992) NV0445 NV0445 *CURRENT SURVEY CONTROL NV0445 ___________________________________________________________________ NV0445* NAD 83(1986)- 42 58 05. (N) 114 42 47. (W) SCALED NV0445* NAVD 88 - 1089.21 (meters) 3573.5 (feet) RESET NV0445 ___________________________________________________________________ NV0445 GEOID HEIGHT- -14.93 (meters) GEOID99 NV0445 NV0445 VERT ORDER - THIRD NV0445 NV0445.The horizontal coordinates were scaled from a topographic map and have NV0445.an estimated accuracy of +/- 6 seconds. NV0445 NV0445.The orthometric height was computed from unverified reset data. NV0445 NV0445.The geoid height was determined by GEOID99. NV0445 NV0445; North East Units Estimated Accuracy NV0445;SPC ID C - 144,800. 441,830. MT (+/- 180 meters Scaled) NV0445 NV0445 SUPERSEDED SURVEY CONTROL NV0445 NV0445.No superseded survey control is available for this station. NV0445 NV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH865598(NAD 83) NV0445_MARKER: DB = BENCH MARK DISK NV0445_SETTING: 30 = CULVERT NV0445_STAMPING: B 335 1969 NV0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NV0445 NV0445 HISTORY - Date Condition Report By NV0445 HISTORY - 1969 MONUMENTED IDDT NV0445 HISTORY - 1983 GOOD NGS NV0445 HISTORY - 20030111 MARK NOT FOUND YERION NV0445 NV0445 STATION DESCRIPTION NV0445 NV0445'DESCRIBED BY ID DEPT OF TRANSP 1969 NV0445'2.0 MI N FROM GOODING. NV0445'2 MILES ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT GOODING, SET IN NV0445'THE NORTHEAST CORNER OF CONCRETE WINGWALL OF IRRIGATION BOX CULVERT. NV0445 NV0445 STATION RECOVERY (1983) NV0445 NV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 NV0445'RECOVERED IN GOOD CONDITION. NV0445 NV0445 STATION RECOVERY (2003) NV0445 NV0445'RECOVERY NOTE BY GEORGE YERION 2003 (GY) NV0445'HEADWALLS APPEAR TO HAVE BEEN EXTENDED UP. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0372 *********************************************************************** NV0372 DESIGNATION - C 293 RESET NV0372 PID - NV0372 NV0372 STATE/COUNTY- ID/GOODING NV0372 USGS QUAD - BLISS (1992) NV0372 NV0372 *CURRENT SURVEY CONTROL NV0372 ___________________________________________________________________ NV0372* NAD 83(1986)- 42 53 57. (N) 114 56 09. (W) SCALED NV0372* NAVD 88 - 866.93 (meters) 2844.3 (feet) RESET NV0372 ___________________________________________________________________ NV0372 GEOID HEIGHT- -15.30 (meters) GEOID99 NV0372 NV0372 VERT ORDER - THIRD NV0372 NV0372.The horizontal coordinates were scaled from a topographic map and have NV0372.an estimated accuracy of +/- 6 seconds. NV0372 NV0372.The orthometric height was computed from unverified reset data. NV0372 NV0372.The geoid height was determined by GEOID99. NV0372 NV0372; North East Units Estimated Accuracy NV0372;SPC ID C - 137,320. 423,570. MT (+/- 180 meters Scaled) NV0372 NV0372 SUPERSEDED SURVEY CONTROL NV0372 NV0372.No superseded survey control is available for this station. NV0372 NV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH685516(NAD 83) NV0372_MARKER: DB = BENCH MARK DISK NV0372_SETTING: 80 = SET IN A BOULDER NV0372_STAMPING: C 293 RESET 1966 NV0372_MARK LOGO: NONE NV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NV0372+STABILITY: SURFACE MOTION NV0372 NV0372 HISTORY - Date Condition Report By NV0372 HISTORY - 1966 MONUMENTED CGS NV0372 HISTORY - 1983 GOOD NGS NV0372 NV0372 STATION DESCRIPTION NV0372 NV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 NV0372'2.2 MI IS FROM BLISS. NV0372'THE DISK IS SET IN A DRILL HOLE IN A 9 X 4 FOOT, DARK-COLORED BOULDER NV0372'WHICH PROJECTS ABOUT 2 FEET. IT IS 30 YARDS WEST OF THE FRONT OF MR. NV0372'SHIRKS HOUSE, 14 YARDS WEST OF THE GATE INTO THE FRONT YARD AND ABOUT NV0372'5 YARDS SOUTH OF THE DRIVEWAY. TO REACH THE MARK FROM THE SCHOOLHOUSE NV0372'IN BLISS, GO WESTERLY ON U.S. HIGHWAYS 20, 26, AND 30 FOR 0.25 MILE TO NV0372'A Y INTERSECTION ON THE WEST SIDE OF THE OX BOW CAFE. KEEP LEFT, NV0372'LEAVING THE HIGHWAY, AND GO SOUTHERLY ON THE BLACKTOP ROAD (OLD NV0372'HIGHWAY 30) FOR 2.3 MILES TO MR. HARVEY L. SHIRKS HOUSE AND THE MARK NV0372'ON THE LEFT. NV0372 NV0372 STATION RECOVERY (1983) NV0372 NV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 NV0372'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 3.4 KM NV0372'(2.1 MI) SOUTHEAST ALONG HAGGERMAN VALLEY ROAD (OLD HIGHWAY 30) FROM NV0372'THE POST OFFICE IN BLISS, IN TOP OF AND 1.8 METERS (6 FT) NORTH OF THE NV0372'SOUTH END OF A 4 BY 9 FOOT VOLCANIC BOULDER PROJECTING 2-FEET ABOVE NV0372'THE SURFACE OF THE GROUND, IN THE FRONT YARD OF A SMALL HOUSE, NV0372'12.8 METERS (42 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 24.5 NV0372'METERS (80.5 FT) SOUTH OF THE WEST CORNER OF THE HOUSE, 3.0 METERS (10 NV0372'FT) SOUTHWEST OF A POLE BEARING A STREET LAMP. NOTE-DISK WAS NOT SET NV0372'LEVEL AND SHOULD BE USED WITH CAUTION. NV0372'THE MARK IS 0.9 M ABOVE THE ROAD. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0386 *********************************************************************** NV0386 DESIGNATION - D 300 RESET NV0386 PID - NV0386 NV0386 STATE/COUNTY- ID/GOODING NV0386 USGS QUAD - HAGERMAN (1992) NV0386 NV0386 *CURRENT SURVEY CONTROL NV0386 ___________________________________________________________________ NV0386* NAD 83(1986)- 42 50 28. (N) 114 54 13. (W) SCALED NV0386* NAVD 88 - 855.93 (meters) 2808.2 (feet) RESET NV0386 ___________________________________________________________________ NV0386 GEOID HEIGHT- -15.36 (meters) GEOID99 NV0386 NV0386 VERT ORDER - THIRD NV0386 NV0386.The horizontal coordinates were scaled from a topographic map and have NV0386.an estimated accuracy of +/- 6 seconds. NV0386 NV0386.The orthometric height was computed from unverified reset data. NV0386 NV0386.The geoid height was determined by GEOID99. NV0386 NV0386; North East Units Estimated Accuracy NV0386;SPC ID C - 130,840. 426,130. MT (+/- 180 meters Scaled) NV0386 NV0386 SUPERSEDED SURVEY CONTROL NV0386 NV0386.No superseded survey control is available for this station. NV0386 NV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH713453(NAD 83) NV0386_MARKER: DB = BENCH MARK DISK NV0386_SETTING: 36 = ABUTMENT NV0386_STAMPING: D 300 RESET 1948 NV0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NV0386 NV0386 HISTORY - Date Condition Report By NV0386 HISTORY - 1948 MONUMENTED LOCENG NV0386 NV0386 STATION DESCRIPTION NV0386 NV0386'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 NV0386'1.6 MI N FROM HAGERMAN. NV0386'1.6 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT NV0386'HAGERMAN, THENCE ABOUT 0.6 MILE WEST ALONG A CROSS ROAD. AT THE LOWER NV0386'SALMON POWER PLANT OF THE IDAHO POWER CO., IN SECTION 11, T 7 S, R 13 NV0386'E, BM, 3.7 FEET SOUTH OF THE LINE BETWEEN SECTIONS 2 AND 11, IN THE NV0386'EAST ABUTMENT OF THE DAM, ABOUT 61 FEET SOUTH OF A BEND IN THE NV0386'ABUTMENT, 7.4 FEET FROM THE DOWNSTREAM FACE, 2.6 FEET IN FROM THE NV0386'LEVEL FACE OF THE ABUTMENT, AND AT THE FOOT OF A STAIR. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0397 *********************************************************************** NV0397 DESIGNATION - E 299 RESET NV0397 PID - NV0397 NV0397 STATE/COUNTY- ID/GOODING NV0397 USGS QUAD - HAGERMAN (1992) NV0397 NV0397 *CURRENT SURVEY CONTROL NV0397 ___________________________________________________________________ NV0397* NAD 83(1986)- 42 47 38. (N) 114 56 08. (W) SCALED NV0397* NAVD 88 - 855.32 (meters) 2806.2 (feet) RESET NV0397 ___________________________________________________________________ NV0397 GEOID HEIGHT- -15.57 (meters) GEOID99 NV0397 NV0397 VERT ORDER - THIRD NV0397 NV0397.The horizontal coordinates were scaled from a topographic map and have NV0397.an estimated accuracy of +/- 6 seconds. NV0397 NV0397.The orthometric height was computed from unverified reset data. NV0397 NV0397.The geoid height was determined by GEOID99. NV0397 NV0397; North East Units Estimated Accuracy NV0397;SPC ID C - 125,630. 423,460. MT (+/- 180 meters Scaled) NV0397 NV0397 SUPERSEDED SURVEY CONTROL NV0397 NV0397.No superseded survey control is available for this station. NV0397 NV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH688399(NAD 83) NV0397_MARKER: DB = BENCH MARK DISK NV0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NV0397_STAMPING: E 299 RESET 1949 NV0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NV0397+STABILITY: SURFACE MOTION NV0397 NV0397 HISTORY - Date Condition Report By NV0397 HISTORY - 1949 MONUMENTED LOCENG NV0397 NV0397 STATION DESCRIPTION NV0397 NV0397'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 NV0397'3.4 MI SW FROM HAGERMAN. NV0397'3.4 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN, ON THE EAST BANK NV0397'OF SNAKE RIVER. TO REACH FROM THE POST OFFICE. RANCH HOUSE, ON TRACK NV0397'ROAD, PASSING THROUGH A GATE, AND CONTINUE WEST AND SOUTHWEST FOR 0.6 NV0397'MILE TO AN EAST-AND-WEST FENCE AND THE RIVER BANK. MARK IS 2 FEET NV0397'NORTH OF THE FENCE AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. SET NV0397'IN THE TOP OF A CONCRETE POST. NOTE-- 8/49 USGS REPORT - RESET. THE NV0397'MARK IS ABOUT 400 FEET EAST ALONG THE EAST WEST FENCE LINE AND ABOUT NV0397'22 FEET HIGHER. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0400 *********************************************************************** NV0400 DESIGNATION - G 299 RESET NV0400 PID - NV0400 NV0400 STATE/COUNTY- ID/GOODING NV0400 USGS QUAD - HAGERMAN (1992) NV0400 NV0400 *CURRENT SURVEY CONTROL NV0400 ___________________________________________________________________ NV0400* NAD 83(1986)- 42 46 24. (N) 114 55 50. (W) SCALED NV0400* NAVD 88 - 855.58 (meters) 2807.0 (feet) RESET NV0400 ___________________________________________________________________ NV0400 GEOID HEIGHT- -15.63 (meters) GEOID99 NV0400 NV0400 VERT ORDER - THIRD NV0400 NV0400.The horizontal coordinates were scaled from a topographic map and have NV0400.an estimated accuracy of +/- 6 seconds. NV0400 NV0400.The orthometric height was computed from unverified reset data. NV0400 NV0400.The geoid height was determined by GEOID99. NV0400 NV0400; North East Units Estimated Accuracy NV0400;SPC ID C - 123,340. 423,850. MT (+/- 180 meters Scaled) NV0400 NV0400 SUPERSEDED SURVEY CONTROL NV0400 NV0400.No superseded survey control is available for this station. NV0400 NV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH692377(NAD 83) NV0400_MARKER: DB = BENCH MARK DISK NV0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NV0400_STAMPING: G 299 RESET 1949 NV0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NV0400 NV0400 HISTORY - Date Condition Report By NV0400 HISTORY - 1949 MONUMENTED LOCENG NV0400 NV0400 STATION DESCRIPTION NV0400 NV0400'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 NV0400'5.0 MI SW FROM HAGERMAN. NV0400'5.0 MILES SOUTHWEST OF HAGERMAN, TO REACH FROM THE POST OFFICE, TO NV0400'BOTTOM OF STEEP HILL AND CAUSEWAY LEADING TO MILLER ISLAND. MARK IS NV0400'APPROXIMATELY 200 YARDS DOWNSTREAM FROM THE CAUSEWAY, ON THE NORTH NV0400'BANK OF AN INLET, 2 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2 FEET NV0400'EAST OF A WHITE WOODEN WITNESS POST. SET IN THE TOP OF A NV0400'CONCRETE-FILLED 4-INCH IRON PIPE. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0453 *********************************************************************** NV0453 DESIGNATION - IDA 80 94 RM 3 NV0453 PID - NV0453 NV0453 STATE/COUNTY- ID/GOODING NV0453 USGS QUAD - BLISS (1992) NV0453 NV0453 *CURRENT SURVEY CONTROL NV0453 ___________________________________________________________________ NV0453* NAD 83(1986)- 42 55 57. (N) 114 58 57. (W) SCALED NV0453* NAVD 88 - 1007.82 (meters) 3306.5 (feet) RESET NV0453 ___________________________________________________________________ NV0453 GEOID HEIGHT- -15.33 (meters) GEOID99 NV0453 NV0453 VERT ORDER - THIRD NV0453 NV0453.The horizontal coordinates were scaled from a topographic map and have NV0453.an estimated accuracy of +/- 6 seconds. NV0453 NV0453.The orthometric height was computed from unverified reset data. NV0453 NV0453.The geoid height was determined by GEOID99. NV0453 NV0453; North East Units Estimated Accuracy NV0453;SPC ID C - 141,070. 419,800. MT (+/- 180 meters Scaled) NV0453 NV0453 SUPERSEDED SURVEY CONTROL NV0453 NV0453.No superseded survey control is available for this station. NV0453 NV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH646552(NAD 83) NV0453_MARKER: DR = REFERENCE MARK DISK NV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NV0453_STAMPING: IDA 80 94 1959 NO 3 1973 NV0453_MARK LOGO: NGS NV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NV0453+STABILITY: SURFACE MOTION NV0453 NV0453 HISTORY - Date Condition Report By NV0453 HISTORY - 1973 MONUMENTED NGS NV0453 HISTORY - 1983 GOOD NGS NV0453 NV0453 STATION DESCRIPTION NV0453 NV0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 NV0453'2.0MI W FROM BLISS. NV0453'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26, NV0453'AND 30 FOR 1.9 MILES TO THE MARK ON THE RIGHT, 50.30 FEET SOUTHEAST OF NV0453'TRAVERSE STATION IDA 80-94 1959, AND 2 FEET NORTH OF THE RIGHT-OF-WAY NV0453'FENCE LINE SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS NV0453'5-INCHES. NV0453 NV0453 STATION RECOVERY (1983) NV0453 NV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 NV0453'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0452 *********************************************************************** NV0452 DESIGNATION - IDA 80 94 RM 4 NV0452 PID - NV0452 NV0452 STATE/COUNTY- ID/GOODING NV0452 USGS QUAD - BLISS (1992) NV0452 NV0452 *CURRENT SURVEY CONTROL NV0452 ___________________________________________________________________ NV0452* NAD 83(1986)- 42 55 57. (N) 114 58 57. (W) SCALED NV0452* NAVD 88 - 1007.70 (meters) 3306.1 (feet) RESET NV0452 ___________________________________________________________________ NV0452 GEOID HEIGHT- -15.33 (meters) GEOID99 NV0452 NV0452 VERT ORDER - THIRD NV0452 NV0452.The horizontal coordinates were scaled from a topographic map and have NV0452.an estimated accuracy of +/- 6 seconds. NV0452 NV0452.The orthometric height was computed from unverified reset data. NV0452 NV0452.The geoid height was determined by GEOID99. NV0452 NV0452; North East Units Estimated Accuracy NV0452;SPC ID C - 141,070. 419,800. MT (+/- 180 meters Scaled) NV0452 NV0452 SUPERSEDED SURVEY CONTROL NV0452 NV0452.No superseded survey control is available for this station. NV0452 NV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH646552(NAD 83) NV0452_MARKER: DR = REFERENCE MARK DISK NV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NV0452_STAMPING: IDA 80 94 1959 NO 4 1973 NV0452_MARK LOGO: NGS NV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NV0452+STABILITY: SURFACE MOTION NV0452 NV0452 HISTORY - Date Condition Report By NV0452 HISTORY - 1973 MONUMENTED NGS NV0452 HISTORY - 1983 GOOD NGS NV0452 NV0452 STATION DESCRIPTION NV0452 NV0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 NV0452'2.0 MI W FROM BLISS. NV0452'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26, NV0452'AND 30 FOR 1.9 MILES TO THE MARK ON THE RIGHT, 200 FEET EAST OF A NV0452'FENCE CORNER, 51.17 FEET WEST OF TRAVERSE STATION IDA 80-94 1959, AND NV0452'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE SET IN A CYLINDRICAL NV0452'CONCRETE MONUMENT THAT PROJECTS 3 INCHES. NV0452 NV0452 STATION RECOVERY (1983) NV0452 NV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 NV0452'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 AB5030 *********************************************************************** AB5030 DESIGNATION - L 413 RESET AB5030 PID - AB5030 AB5030 STATE/COUNTY- ID/GOODING AB5030 USGS QUAD - BLISS (1992) AB5030 AB5030 *CURRENT SURVEY CONTROL AB5030 ___________________________________________________________________ AB5030* NAD 83(1986)- 42 55 32. (N) 114 57 51. (W) SCALED AB5030* NAVD 88 - 984.98 (meters) 3231.6 (feet) RESET AB5030 ___________________________________________________________________ AB5030 GEOID HEIGHT- -15.32 (meters) GEOID99 AB5030 AB5030 VERT ORDER - THIRD AB5030 AB5030.The horizontal coordinates were scaled from a topographic map and have AB5030.an estimated accuracy of +/- 6 seconds. AB5030 AB5030.The orthometric height was computed from unverified reset data. AB5030 AB5030.The geoid height was determined by GEOID99. AB5030 AB5030; North East Units Estimated Accuracy AB5030;SPC ID C - 140,280. 421,290. MT (+/- 180 meters Scaled) AB5030 AB5030 SUPERSEDED SURVEY CONTROL AB5030 AB5030.No superseded survey control is available for this station. AB5030 AB5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH661545(NAD 83) AB5030_MARKER: DV = VERTICAL CONTROL DISK AB5030_SETTING: 66 = SET IN ROCK OUTCROP AB5030_STAMPING: L 413 RESET 1996 AB5030_MARK LOGO: NGS AB5030_MAGNETIC: N = NO MAGNETIC MATERIAL AB5030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AB5030+STABILITY: POSITION/ELEVATION WELL AB5030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5030+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB5030 AB5030 HISTORY - Date Condition Report By AB5030 HISTORY - 1996 MONUMENTED NGS AB5030 AB5030 STATION DESCRIPTION AB5030 AB5030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (BEK) AB5030'REACHED FROM THE POST OFFICE IN BLISS. GO WEST ON OLD U.S. HIGHWAY AB5030'30 FOR 1.36 KM (0.85 MI) TO THE MARK ON THE LEFT. OWNERSHIP--HIGHWAY AB5030'RIGHT-OF-WAY. LOCATED 15.0 M (49.2 FT) SOUTH OF THE PAINTED AB5030'CENTERLINE, 30.0 M (98.4 FT) EAST OF THE APPROXIMATE CENTER OF AN AB5030'APPROACH DIRT ROAD, 7.0 M (23.0 FT) SOUTHEAST OF A 4-INCH BY 4-INCH AB5030'WOOD POST SUPPORTING A SIGN (IDAHO GEM COMMUNITY) , 0.25 M (0.82 FT) AB5030'NORTH OF THE RIGHT-OF-WAY FENCE, 0.35 M (1.15 FT) EAST OF A FIBERGLASS AB5030'WITNESS POST AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY. MARK IS AB5030'CEMENTED INTO A DRILL HOLE IN A FLAT PORTION OF OUTCROP FLUSH WITH THE AB5030'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV1251 *********************************************************************** NV1251 DESIGNATION - U 87 RESET NV1251 PID - NV1251 NV1251 STATE/COUNTY- ID/GOODING NV1251 USGS QUAD - NIAGARA SPRINGS (1982) NV1251 NV1251 *CURRENT SURVEY CONTROL NV1251 ___________________________________________________________________ NV1251* NAD 83(1986)- 42 44 53. (N) 114 38 08. (W) SCALED NV1251* NAVD 88 - 1058.220 (meters) 3471.84 (feet) ADJUSTED NV1251 ___________________________________________________________________ NV1251 GEOID HEIGHT- -15.20 (meters) GEOID99 NV1251 DYNAMIC HT - 1057.691 (meters) 3470.11 (feet) COMP NV1251 MODELED GRAV- 980,084.8 (mgal) NAVD 88 NV1251 NV1251 VERT ORDER - FIRST CLASS II NV1251 NV1251.The horizontal coordinates were scaled from a topographic map and have NV1251.an estimated accuracy of +/- 6 seconds. NV1251 NV1251.The orthometric height was determined by differential leveling NV1251.and adjusted by the National Geodetic Survey in January 1993. NV1251 NV1251.The geoid height was determined by GEOID99. NV1251 NV1251.The dynamic height is computed by dividing the NAVD 88 NV1251.geopotential number by the normal gravity value computed on the NV1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NV1251.degrees latitude (g = 980.6199 gals.). NV1251 NV1251.The modeled gravity was interpolated from observed gravity values. NV1251 NV1251; North East Units Estimated Accuracy NV1251;SPC ID C - 120,310. 447,970. MT (+/- 180 meters Scaled) NV1251 NV1251 SUPERSEDED SURVEY CONTROL NV1251 NV1251 NGVD 29 - 1057.37 (m) 3469.1 (f) RESET 3 NV1251 NV1251.Superseded values are not recommended for survey control. NV1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NV1251.See file dsdata.txt to determine how the superseded data were derived. NV1251 NV1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH935355(NAD 83) NV1251_MARKER: DB = BENCH MARK DISK NV1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NV1251_STAMPING: U 87 RESET 1972 NV1251_MARK LOGO: CGS NV1251_MAGNETIC: N = NO MAGNETIC MATERIAL NV1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NV1251+STABILITY: SURFACE MOTION NV1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NV1251+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992 NV1251 NV1251 HISTORY - Date Condition Report By NV1251 HISTORY - 1972 MONUMENTED NGS NV1251 HISTORY - 19920715 GOOD NGS NV1251 NV1251 STATION DESCRIPTION NV1251 NV1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 NV1251'4.9 MILES (7.9 KM) WEST OF THE JUNCTION OF STATE HIGHWAY 25, AND NV1251'INTERSTATE 80N AT THE WEST EDGE OF JEROME, 3.7 MILES (6.0 KM) EAST NV1251'ALONG INTERSTATE 80N FROM THE JUNCTION OF STATE HIGHWAY 25, AND NV1251'INTERSTATE 80N AT THE SOUTH EDGE OF WENDELL, 0.15 MILES (0.24 KM) NV1251'EAST OF MILEPOST 171, 98 FEET (29.9 M) SOUTHWEST OF THE RAILROAD SIGN NV1251'--APPLETON--, 57 FEET (17.4 M) WEST OF A POWER POLE, 51 FEET NV1251'(15.5 M) NORTH OF INTERSTATE 80N WESTBOUND, AND 50 FEET (15.2 M) NV1251'SOUTH OF THE NEAREST RAIL OF THE RAILROAD TRACKS AT RAILROAD MILEAGE NV1251'52.89, MARK PROJECTS 3 INCHES. NV1251 NV1251 STATION RECOVERY (1992) NV1251 NV1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 NV1251'7.9 KM (4.90 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE NV1251'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 17.3 M (56.8 FT) NV1251'WEST OF A UTILITY POLE, 15.6 M (51.2 FT) NORTH OF THE CENTERLINE OF NV1251'THE WESTBOUND LANES OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE NV1251'EXTENDED CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT) BELOW THE LEVEL OF NV1251'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND NV1251'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0382 *********************************************************************** NV0382 DESIGNATION - X 298 RESET NV0382 PID - NV0382 NV0382 STATE/COUNTY- ID/GOODING NV0382 USGS QUAD - HAGERMAN (1992) NV0382 NV0382 *CURRENT SURVEY CONTROL NV0382 ___________________________________________________________________ NV0382* NAD 83(1986)- 42 51 12. (N) 114 53 45. (W) SCALED NV0382* NAVD 88 - 875.76 (meters) 2873.2 (feet) RESET NV0382 ___________________________________________________________________ NV0382 GEOID HEIGHT- -15.32 (meters) GEOID99 NV0382 NV0382 VERT ORDER - THIRD NV0382 NV0382.The horizontal coordinates were scaled from a topographic map and have NV0382.an estimated accuracy of +/- 6 seconds. NV0382 NV0382.The orthometric height was computed from unverified reset data. NV0382 NV0382.The geoid height was determined by GEOID99. NV0382 NV0382; North East Units Estimated Accuracy NV0382;SPC ID C - 132,200. 426,780. MT (+/- 180 meters Scaled) NV0382 NV0382 SUPERSEDED SURVEY CONTROL NV0382 NV0382.No superseded survey control is available for this station. NV0382 NV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH719466(NAD 83) NV0382_MARKER: DB = BENCH MARK DISK NV0382_SETTING: 30 = RETAINING WALL NV0382_STAMPING: X 298 RESET 1960 NV0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NV0382 NV0382 HISTORY - Date Condition Report By NV0382 HISTORY - 1960 MONUMENTED CGS NV0382 NV0382 STATION DESCRIPTION NV0382 NV0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 NV0382'2.95 MI N FROM HAGERMAN. NV0382'2.95 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT NV0382'HAGERMAN, IN TOP OF THE EAST END OF THE SOUTH CONCRETE RETAINING WALL NV0382'AROUND THE YARD OF A WHITE HOUSE, 92 FEET EAST OF THE CENTER LINE OF NV0382'THE PRESENT HIGHWAY, 25.8 FEET WEST OF THE EAST END OF THE RETAINING NV0382'WALL, 17.3 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE WHITE NV0382'HOUSE, ABOUT 200 FEET NORTHEAST OF BENCH MARK X 298, AND ABOUT 4 FEET NV0382'HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 NV0384 *********************************************************************** NV0384 DESIGNATION - Y 298 RESET NV0384 PID - NV0384 NV0384 STATE/COUNTY- ID/GOODING NV0384 USGS QUAD - HAGERMAN (1992) NV0384 NV0384 *CURRENT SURVEY CONTROL NV0384 ___________________________________________________________________ NV0384* NAD 83(1986)- 42 50 14. (N) 114 53 37. (W) SCALED NV0384* NAVD 88 - 899.38 (meters) 2950.7 (feet) RESET NV0384 ___________________________________________________________________ NV0384 GEOID HEIGHT- -15.36 (meters) GEOID99 NV0384 NV0384 VERT ORDER - THIRD NV0384 NV0384.The horizontal coordinates were scaled from a topographic map and have NV0384.an estimated accuracy of +/- 6 seconds. NV0384 NV0384.The orthometric height was computed from unverified reset data. NV0384 NV0384.The geoid height was determined by GEOID99. NV0384 NV0384; North East Units Estimated Accuracy NV0384;SPC ID C - 130,400. 426,950. MT (+/- 180 meters Scaled) NV0384 NV0384 SUPERSEDED SURVEY CONTROL NV0384 NV0384.No superseded survey control is available for this station. NV0384 NV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH721448(NAD 83) NV0384_MARKER: DB = BENCH MARK DISK NV0384_SETTING: 36 = FOUNDATION NV0384_STAMPING: Y 298 RESET 1960 NV0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NV0384 NV0384 HISTORY - Date Condition Report By NV0384 HISTORY - 1960 MONUMENTED CGS NV0384 NV0384 STATION DESCRIPTION NV0384 NV0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 NV0384'1.75 MI N FROM HAGERMAN. NV0384'1.75 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT NV0384'HAGERMAN, 0.05 MILE EAST OF ROCK LODGE PHILLIPS 66 SERVICE STATION, AT NV0384'THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, AT THE NV0384'INTERSECTION OF AN EAST-WEST ASPHALT ROAD, IN TOP OF THE SOUTHWEST NV0384'CORNER OF THE SOUTHWEST CONCRETE FOUNDATION OF THE FIRST STEEL TOWER NV0384'EAST OF THE HIGHWAY, 420 FEET EAST OF THE CENTER LINE OF THE PRESENT NV0384'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL NV0384'WITH THE HIGHWAY AND THE ROAD.