1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 TH0610 *********************************************************************** TH0610 DESIGNATION - CULBERTSON OCCIDENT WEST ELEV TH0610 PID - TH0610 TH0610 STATE/COUNTY- MT/ROOSEVELT TH0610 USGS QUAD - CULBERTSON (1989) TH0610 TH0610 *CURRENT SURVEY CONTROL TH0610 ___________________________________________________________________ TH0610* NAD 83(1992)- 48 08 36.59903(N) 104 30 52.96804(W) ADJUSTED TH0610* NAVD 88 - 605. (meters) 1985. (feet) VERTCON TH0610 ___________________________________________________________________ TH0610 LAPLACE CORR- -1.55 (seconds) DEFLEC99 TH0610 GEOID HEIGHT- -17.78 (meters) GEOID03 TH0610 TH0610 HORZ ORDER - THIRD TH0610 TH0610.The horizontal coordinates were established by classical geodetic methods TH0610.and adjusted by the National Geodetic Survey in July 1992. TH0610 TH0610.The NAVD 88 height was computed by applying the VERTCON shift value to TH0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) TH0610 TH0610.The Laplace correction was computed from DEFLEC99 derived deflections. TH0610 TH0610.The geoid height was determined by GEOID03. TH0610 TH0610; North East Units Scale Factor Converg. TH0610;SPC MT - 444,442.654 970,592.754 MT 0.99958813 +3 38 48.3 TH0610;UTM 13 - 5,332,363.692 536,099.651 MT 0.99961601 +0 21 41.2 TH0610 TH0610! - Elev Factor x Scale Factor = Combined Factor TH0610!SPC MT - 0.99990805 x 0.99958813 = 0.99949622 TH0610!UTM 13 - 0.99990805 x 0.99961601 = 0.99952409 TH0610 TH0610 SUPERSEDED SURVEY CONTROL TH0610 TH0610 NAD 83(1986)- 48 08 36.59669(N) 104 30 52.96368(W) AD( ) 4 TH0610 NAD 27 - 48 08 36.52572(N) 104 30 51.12485(W) AD( ) 3 TH0610 NGVD 29 (07/19/86) 604. (m) 1982. (f) VERT ANG TH0610 TH0610.Superseded values are not recommended for survey control. TH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TH0610.See file dsdata.txt to determine how the superseded data were derived. TH0610 TH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3610032364(NAD 83) TH0610_MARKER: 65 = GRAIN ELEVATOR TH0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR TH0610+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 TH0610 TH0610 HISTORY - Date Condition Report By TH0610 HISTORY - 1948 FIRST OBSERVED CGS TH0610 HISTORY - 1970 SEE DESCRIPTION USGS TH0610 HISTORY - 20050715 GOOD GEOCAC TH0610 TH0610 STATION DESCRIPTION TH0610 TH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP) TH0610'THIS IS AN INTERSECTION STATION. TH0610' TH0610'LOCATED NEAR THE SOUTH EDGE OF CULBERTSON, 0.1 MILE EAST OF THE TH0610'RAILROAD DEPOT, AND IS THE MOST WESTERLY ONE OF THREE ELEVATORS. TH0610' TH0610'IT IS A WOODEN STRUCTURE PAINTED SILVER AND HAS A SIGN IN BLACK TH0610'LETTERS OCCIDENT ELEVATOR DIVISION OF RUSSELL-MILLER MILLING CO. ON TH0610'ITS NORTH SIDE. IT IS 66 FEET FROM THE GROUND TO THE APEX OF THE TH0610'ROOF. THIS DISTANCE WAS DETERMINED BY ACTUAL TAPE MEASUREMENT. TH0610'THE POINT OBSERVED WAS THE BASE OF A VENTILATOR AT THE APEX AND TH0610'APPROXIMATE CENTER OF THE ROOF. TH0610 TH0610 STATION RECOVERY (1970) TH0610 TH0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 TH0610'STRUCTURE HAS BEEN MODERNIZED, AND THERE TWO METAL VENTILATORS ON THE TH0610'TOP, NEITHER IS AT THE CENTER OF THE ROOF. TH0610 TH0610 STATION RECOVERY (2005) TH0610 TH0610'RECOVERY NOTE BY GEOCACHING 2005 (WD) TH0610'THE STRUCTURE CONFORMS TO THE 1970 DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 TH0485 *********************************************************************** TH0485 DESIGNATION - P 543 TH0485 PID - TH0485 TH0485 STATE/COUNTY- MT/ROOSEVELT TH0485 USGS QUAD - CULBERTSON (1989) TH0485 TH0485 *CURRENT SURVEY CONTROL TH0485 ___________________________________________________________________ TH0485* NAD 83(1986)- 48 09 02. (N) 104 31 11. (W) SCALED TH0485* NAVD 88 - 591.689 (meters) 1941.23 (feet) ADJUSTED TH0485 ___________________________________________________________________ TH0485 GEOID HEIGHT- -17.78 (meters) GEOID03 TH0485 DYNAMIC HT - 591.767 (meters) 1941.49 (feet) COMP TH0485 MODELED GRAV- 980,723.1 (mgal) NAVD 88 TH0485 TH0485 VERT ORDER - FIRST CLASS II TH0485 TH0485.The horizontal coordinates were scaled from a topographic map and have TH0485.an estimated accuracy of +/- 6 seconds. TH0485 TH0485.The orthometric height was determined by differential leveling TH0485.and adjusted by the National Geodetic Survey in June 1991. TH0485 TH0485.The geoid height was determined by GEOID03. TH0485 TH0485.The dynamic height is computed by dividing the NAVD 88 TH0485.geopotential number by the normal gravity value computed on the TH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 TH0485.degrees latitude (g = 980.6199 gals.). TH0485 TH0485.The modeled gravity was interpolated from observed gravity values. TH0485 TH0485; North East Units Estimated Accuracy TH0485;SPC MT - 445,200. 970,170. MT (+/- 180 meters Scaled) TH0485 TH0485 SUPERSEDED SURVEY CONTROL TH0485 TH0485.No superseded survey control is available for this station. TH0485 TH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP357331(NAD 83) TH0485_MARKER: I = METAL ROD TH0485_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) TH0485_SP_SET: STAINLESS STEEL ROD IN SLEEVE TH0485_STAMPING: P 543 1980 TH0485_MARK LOGO: NGS TH0485_PROJECTION: FLUSH TH0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD TH0485+STABILITY: POSITION/ELEVATION WELL TH0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR TH0485+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 TH0485_ROD/PIPE-DEPTH: 15.5 meters TH0485_SLEEVE-DEPTH : 12.2 meters TH0485 TH0485 HISTORY - Date Condition Report By TH0485 HISTORY - 1980 MONUMENTED NGS TH0485 HISTORY - 1981 GOOD NGS TH0485 HISTORY - 1981 GOOD NGS TH0485 HISTORY - 20050715 GOOD GEOCAC TH0485 TH0485 STATION DESCRIPTION TH0485 TH0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 TH0485'IN CULBERTSON. TH0485'IN CULBERTSON, AT THE NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND TH0485'A SCHOOL ATHLETIC FIELD, 0.2 KM (0.15 MI) NORTH ALONG FIRST AVENUE TH0485'WEST FROM U.S. HIGHWAY 2, 9.6 METERS (31.5 FT) EAST OF THE CENTER OF TH0485'THE AVENUE, 0.8 METER (2.5 FT) SOUTH OF THE NORTHWEST CORNER OF THE TH0485'CHAIN LINK FENCE, AND 0.5 METER (1.5 FT) WEST OF THE CHAIN LINK TH0485'FENCE. NOTE=REFUSAL WAS REACHED AT 51.0 FT. ACCESS TO THE DATUM TH0485'POINT IS THROUGH A 5-INCH LOGO CAP. TH0485'THE MARK IS 0.4 METERS W FROM A WITNESS POST. TH0485'THE MARK IS 0.4 M BELOW THE AVENUE. TH0485 TH0485 STATION RECOVERY (1981) TH0485 TH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 TH0485'RECOVERED IN GOOD CONDITION. TH0485 TH0485 STATION RECOVERY (1981) TH0485 TH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 TH0485'ORIGINAL DESCRIPTION IS IN L24484.L3.HAF1 (LINE 241). TH0485 TH0485 STATION RECOVERY (2005) TH0485 TH0485'RECOVERY NOTE BY GEOCACHING 2005 (WD) TH0485'HANDHELD COORDINATES ARE N48-09-03.54 W104-31-09.78. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 TH0590 *********************************************************************** TH0590 DESIGNATION - STEIHLS HOUSE CHIMNEY TH0590 PID - TH0590 TH0590 STATE/COUNTY- MT/ROOSEVELT TH0590 USGS QUAD - BAINVILLE SE (1989) TH0590 TH0590 *CURRENT SURVEY CONTROL TH0590 ___________________________________________________________________ TH0590* NAD 83(1996)- 48 01 01.62972(N) 104 04 02.75141(W) ADJUSTED TH0590* NAVD 88 - TH0590 ___________________________________________________________________ TH0590 LAPLACE CORR- -1.60 (seconds) DEFLEC99 TH0590 GEOID HEIGHT- -17.94 (meters) GEOID03 TH0590 TH0590 HORZ ORDER - THIRD TH0590 TH0590.The horizontal coordinates were established by classical geodetic methods TH0590.and adjusted by the National Geodetic Survey in January 1998. TH0590 TH0590 TH0590.The Laplace correction was computed from DEFLEC99 derived deflections. TH0590 TH0590.The geoid height was determined by GEOID03. TH0590 TH0590; North East Units Scale Factor Converg. TH0590;SPC MT - 432,641.115 1,004,764.841 MT 0.99954674 +3 58 26.2 TH0590;UTM 13 - 5,318,623.686 569,542.121 MT 0.99965942 +0 41 35.7 TH0590 TH0590 SUPERSEDED SURVEY CONTROL TH0590 TH0590 NAD 83(1992)- 48 01 01.62974(N) 104 04 02.75136(W) AD( ) 4 TH0590 NAD 83(1986)- 48 01 01.63015(N) 104 04 02.75084(W) AD( ) 4 TH0590 NAD 27 - 48 01 01.56200(N) 104 04 00.98000(W) AD( ) 3 TH0590 TH0590.Superseded values are not recommended for survey control. TH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TH0590.See file dsdata.txt to determine how the superseded data were derived. TH0590 TH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP6954218624(NAD 83) TH0590_MARKER: 85 = CHIMNEY TH0590 TH0590 HISTORY - Date Condition Report By TH0590 HISTORY - 1912 FIRST OBSERVED CGS TH0590 HISTORY - 20050715 MARK NOT FOUND GEOCAC TH0590 TH0590 STATION DESCRIPTION TH0590 TH0590'DESCRIBED BY GEOCACHING 2005 (WD) TH0590'THERE IS NO STRUCTURE AT THE LOCATION OF THE PUBLISHED COORDINATES. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 TH0084 *********************************************************************** TH0084 DESIGNATION - T 17 TH0084 PID - TH0084 TH0084 STATE/COUNTY- MT/ROOSEVELT TH0084 USGS QUAD - CULBERTSON (1989) TH0084 TH0084 *CURRENT SURVEY CONTROL TH0084 ___________________________________________________________________ TH0084* NAD 83(1986)- 48 08 42. (N) 104 31 04. (W) SCALED TH0084* NAVD 88 - 589.749 (meters) 1934.87 (feet) ADJUSTED TH0084 ___________________________________________________________________ TH0084 GEOID HEIGHT- -17.78 (meters) GEOID03 TH0084 DYNAMIC HT - 589.826 (meters) 1935.12 (feet) COMP TH0084 MODELED GRAV- 980,723.6 (mgal) NAVD 88 TH0084 TH0084 VERT ORDER - FIRST CLASS II TH0084 TH0084.The horizontal coordinates were scaled from a topographic map and have TH0084.an estimated accuracy of +/- 6 seconds. TH0084 TH0084.The orthometric height was determined by differential leveling TH0084.and adjusted by the National Geodetic Survey in June 1991. TH0084.WARNING-Repeat measurements at this control monument indicate possible TH0084.vertical movement. TH0084 TH0084.The geoid height was determined by GEOID03. TH0084 TH0084.The dynamic height is computed by dividing the NAVD 88 TH0084.geopotential number by the normal gravity value computed on the TH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 TH0084.degrees latitude (g = 980.6199 gals.). TH0084 TH0084.The modeled gravity was interpolated from observed gravity values. TH0084 TH0084; North East Units Estimated Accuracy TH0084;SPC MT - 444,600. 970,360. MT (+/- 180 meters Scaled) TH0084 TH0084 SUPERSEDED SURVEY CONTROL TH0084 TH0084 NGVD 29 (??/??/92) 589.218 (m) 1933.13 (f) ADJ UNCH 1 2 TH0084 TH0084.Superseded values are not recommended for survey control. TH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TH0084.See file dsdata.txt to determine how the superseded data were derived. TH0084 TH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP358325(NAD 83) TH0084_MARKER: DB = BENCH MARK DISK TH0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE TH0084_SP_SET: BUILDING TH0084_STAMPING: 1933.126 TH0084_MARK LOGO: CGS TH0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TH0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR TH0084+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 TH0084 TH0084 HISTORY - Date Condition Report By TH0084 HISTORY - UNK MONUMENTED CGS TH0084 HISTORY - 1960 GOOD LOCSUR TH0084 HISTORY - 1980 GOOD NGS TH0084 HISTORY - 20050715 GOOD GEOCAC TH0084 TH0084 STATION DESCRIPTION TH0084 TH0084'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 TH0084'IN CULBERTSON. TH0084'AT CULBERTSON, ROOSEVELT COUNTY, ON MAIN STREET, AT THE CITIZENS STATE TH0084'BANK, AND BENEATH THE WINDOW. A STANDARD DISK, STAMPED 1933.126. TH0084'NOTE-- THE BUILDING IS NOW KNOWN AS CULBERTSON STATE BANK. TH0084 TH0084 STATION RECOVERY (1980) TH0084 TH0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 TH0084'IN CULBERTSON, IN THE SOUTHWEST ANGLE OF 2ND STREET AND BROADWAY TH0084'AVENUE, SET VERTICALLY IN THE EAST FACE, DIRECTLY UNDER THE ONLY TH0084'WINDOW ON THE EAST SIDE OF THE SEARCHLIGHT STORE BUILDING (FORMERLY TH0084'THE CULBERTSON STATE BANK BUILDING). TH0084'THE MARK IS 1.0 M ABOVE THE SIDEWALK. TH0084 TH0084 STATION RECOVERY (2005) TH0084 TH0084'RECOVERY NOTE BY GEOCACHING 2005 (WD) TH0084'THERE ARE NO SIGNS TO INDICATE THE BUILDING'S CURRENT OWNERSHIP OR TH0084'USE. HANDHELD COORDINATES ARE N48-08-42.60 W104-31-02.76. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 TH0085 *********************************************************************** TH0085 DESIGNATION - U 17 TH0085 PID - TH0085 TH0085 STATE/COUNTY- MT/ROOSEVELT TH0085 USGS QUAD - CULBERTSON (1989) TH0085 TH0085 *CURRENT SURVEY CONTROL TH0085 ___________________________________________________________________ TH0085* NAD 83(1986)- 48 08 43. (N) 104 31 02. (W) SCALED TH0085* NAVD 88 - 589.027 (meters) 1932.50 (feet) ADJUSTED TH0085 ___________________________________________________________________ TH0085 GEOID HEIGHT- -17.78 (meters) GEOID03 TH0085 DYNAMIC HT - 589.104 (meters) 1932.75 (feet) COMP TH0085 MODELED GRAV- 980,723.5 (mgal) NAVD 88 TH0085 TH0085 VERT ORDER - FIRST CLASS II TH0085 TH0085.The horizontal coordinates were scaled from a topographic map and have TH0085.an estimated accuracy of +/- 6 seconds. TH0085 TH0085.The orthometric height was determined by differential leveling TH0085.and adjusted by the National Geodetic Survey in June 1991. TH0085 TH0085.The geoid height was determined by GEOID03. TH0085 TH0085.The dynamic height is computed by dividing the NAVD 88 TH0085.geopotential number by the normal gravity value computed on the TH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 TH0085.degrees latitude (g = 980.6199 gals.). TH0085 TH0085.The modeled gravity was interpolated from observed gravity values. TH0085 TH0085; North East Units Estimated Accuracy TH0085;SPC MT - 444,630. 970,390. MT (+/- 180 meters Scaled) TH0085 TH0085 SUPERSEDED SURVEY CONTROL TH0085 TH0085 NGVD 29 (??/??/92) 588.504 (m) 1930.78 (f) ADJ UNCH 1 2 TH0085 TH0085.Superseded values are not recommended for survey control. TH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TH0085.See file dsdata.txt to determine how the superseded data were derived. TH0085 TH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP359325(NAD 83) TH0085_MARKER: Z = SEE DESCRIPTION TH0085_SETTING: 30 = SET IN A LIGHT STRUCTURE TH0085_SP_SET: STEP TH0085_MARK LOGO: CGS TH0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY TH0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR TH0085+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 TH0085 TH0085 HISTORY - Date Condition Report By TH0085 HISTORY - UNK MONUMENTED CGS TH0085 HISTORY - 1953 GOOD NGS TH0085 HISTORY - 1980 GOOD NGS TH0085 HISTORY - 20050715 GOOD GEOCAC TH0085 TH0085 STATION DESCRIPTION TH0085 TH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 TH0085'IN CULBERTSON. TH0085'AT CULBERTSON, ROOSEVELT COUNTY, ON MAIN STREET, AT THE ENTRANCE TO TH0085'THE TELEPHONE CO. OFFICE, AND ON THE NORTH END OF THE TOP STEP. THE TH0085'BOTTOM OF A SQUARE HOLE. TH0085 TH0085 STATION RECOVERY (1980) TH0085 TH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 TH0085'IN CULBERTSON, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF 2ND TH0085'STREET AND BROADWAY AVENUE, A CHISELED SQUARE IN CENTER OF THE TOP TH0085'STEP OF THE CULBERTSON PUBLIC LIBRARY. TH0085'THE MARK IS 0.3 M ABOVE THE ROAD. TH0085 TH0085 STATION RECOVERY (2005) TH0085 TH0085'RECOVERY NOTE BY GEOCACHING 2005 (WD) TH0085'HANDHELD COORDINATES ARE N48-08-43.32 W104-31-01.36.