1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 SV1440 *********************************************************************** SV1440 DESIGNATION - BUNKER RESET SV1440 PID - SV1440 SV1440 STATE/COUNTY- ID/SHOSHONE SV1440 USGS QUAD - KELLOGG WEST (1996) SV1440 SV1440 *CURRENT SURVEY CONTROL SV1440 ___________________________________________________________________ SV1440* NAD 83(1992)- 47 31 25.27081(N) 116 09 48.01872(W) ADJUSTED SV1440* NAVD 88 - 1200.6 (meters) 3939. (feet) VERTCON SV1440 ___________________________________________________________________ SV1440 LAPLACE CORR- 5.90 (seconds) DEFLEC99 SV1440 GEOID HEIGHT- -16.58 (meters) GEOID99 SV1440 SV1440 HORZ ORDER - FIRST SV1440 SV1440.The horizontal coordinates were established by classical geodetic methods SV1440.and adjusted by the National Geodetic Survey in July 1992. SV1440 SV1440.The NAVD 88 height was computed by applying the VERTCON shift value to SV1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SV1440 SV1440.The Laplace correction was computed from DEFLEC99 derived deflections. SV1440 SV1440.The geoid height was determined by GEOID99. SV1440 SV1440; North East Units Scale Converg. SV1440;SPC ID W - 650,894.222 768,873.709 MT 0.99994524 -0 18 17.5 SV1440;UTM 11 - 5,263,701.328 562,983.305 MT 0.99964875 +0 37 01.6 SV1440 SV1440: Primary Azimuth Mark Grid Az SV1440:SPC ID W - P 167 352 53 46.9 SV1440:UTM 11 - P 167 351 58 27.8 SV1440 SV1440|---------------------------------------------------------------------| SV1440| PID Reference Object Distance Geod. Az | SV1440| dddmmss.s | SV1440| CH6550 BUNKER RM 1 19.653 METERS 00153 | SV1440| CH6551 BUNKER RM 2 41.102 METERS 20305 | SV1440| SV0172 P 167 APPROX. 2.4 KM 3523529.4 | SV1440|---------------------------------------------------------------------| SV1440 SV1440 SUPERSEDED SURVEY CONTROL SV1440 SV1440 NAD 83(1986)- 47 31 25.27371(N) 116 09 48.01043(W) AD( ) 1 SV1440 NAD 27 - 47 31 25.56336(N) 116 09 44.40874(W) AD( ) 1 SV1440 NGVD 29 - 1199.4 (m) 3935. (f) VERT ANG SV1440 SV1440.Superseded values are not recommended for survey control. SV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SV1440.See file dsdata.txt to determine how the superseded data were derived. SV1440 SV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6298363701(NAD 83) SV1440_MARKER: DH = HORIZONTAL CONTROL DISK SV1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SV1440_STAMPING: BUNKER 1968 1982 SV1440_MARK LOGO: NGS SV1440_MAGNETIC: N = NO MAGNETIC MATERIAL SV1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SV1440+STABILITY: SURFACE MOTION SV1440 SV1440 HISTORY - Date Condition Report By SV1440 HISTORY - 1982 MONUMENTED NGS SV1440 SV1440 STATION DESCRIPTION SV1440 SV1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 SV1440'THE UNDERGROUND STATION MARK AND RM 1 WERE RECOVERED IN GOOD SV1440'CONDITION. THE SURFACE MARK RM 2 AND BENCH MARK P 167 WERE NOT FOUND. SV1440'A NEW SURFACE MARK AND RM WERE ESTABLISHED AT THIS DATE. A POSITION SV1440'STAR BUNKER HILL MINING CO MARK WAS ESTABLISHED AND MAY BE USED AS AN SV1440'AZ MK. A NEW DESCRIPTION FOLLOWS. SV1440' SV1440'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) W OF OSBURN, 5.6 KM SV1440'(3.45 MI) SE OF PINEHURST, 4.0 KM (2.50 MI) SW OF KELLOGG AT A VERY SV1440'DEFINITE POINT OF THE RIDGE AT A POINT WHERE THE ROAD TURNS BACK TO SV1440'THE S, AND ON PROPERTY OF THE BUNKER HILL MINING CO. TO REACH THE SV1440'STATION FROM THE POST OFFICE IN KELLOGG GO S ON DIVISION STREET FOR SV1440'0.32 KM (0.20 MI) TO A FORK. TAKE THE RIGHT FORK AND CONTINUE SW ON SV1440'DIVISION STREET FOR 2.25 KM (1.40 MI) TO THE END OF THE PAVEMENT TURN SV1440'RIGHT AND GO UP HILL ON THE BLADED ROAD FOR 1.13 KM (0.70 MI) TO A SV1440'LOCKED GATE, KEY MAY BE OBTAINED AT THE POLICE STATION IS KELLOGG, SV1440'PASS THROUGH THE GATE AND CONTINUE UP HILL ON THE BLADED ROAD FOR 3.86 SV1440'KM (2.40 MI) TO A SWITCH BACK AND THE STATION BETWEEN THE SWITCH BACK SV1440'ROADS. SV1440' SV1440'THE STATION IS A STANDARD NGS DISK STAMPED---BUNKER 1968 1982---, SET SV1440'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 18 INCHES (46 CM) IN SV1440'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 11 METERS (36.1 SV1440'FT) E FROM THE CENTERLINE OF THE ROAD, 10.7 METERS (35.1 FT) W FROM SV1440'THE E CUT BANK, 0.6 METERS (2.0 FT) E FROM A WITNESS POST. SV1440' SV1440'RM NO 1, IS A STANDARD NGS DISK STAMPED---BUNKER NO 1 1968---, SET SV1440'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN SV1440'DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND. THE STATION IS SV1440'LOCATED 11 METERS (36.1 FT) S FROM THE EDGE OF THE CUT BANK AT THE SV1440'SWITCH POINT, 3.1 METERS (10.2 FT) E FROM THE W CUT BANK. SV1440' SV1440'RM NO 3, IS A STANDARD NGS DISK STAMPED----BUNKER 1968 NO 3 1982---, SV1440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN SV1440'DIAMETER. THE STATION IS LOCATED 8.2 METERS (26.9 FT) E FROM THE SV1440'WITNESS POST, 5.4 METERS (17.7 FT) W FROM THE CENTER OF THE LOWER SV1440'ROAD, AND 1.5 METERS (4.9 FT) LOWER THAN THE STATION. SV1440' SV1440'AZ MK NO 2, IS A BUNKER HILL MINING CO MARK THAT IS A NAIL SET IN A SV1440'0.15 METER (0.49 FT) SQUARE CONCRETE MARK THAT PROJECTS 5 CM 21 SV1440'INCHES. THE STATION IS LOCATED 4 METERS (13.1 FT) NW FROM THE E POLE SV1440'OF THE STAR, 3 METERS (9.8 FT) N FROM THE W POLE OF THE STAR. TO SV1440'REACH THE AZ MK FROM THE STATION GO DOWN HILL ON THE BLADED ROAD FOR SV1440'3.22 KM (2.00 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO N ON THE SV1440'BLADED ROAD FOR 0.32 KM (0.20 MI) TO THE END OF THE ROAD THE STAR AND SV1440'THE MARK ON THE NORTH SLOPE OF THE RIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 SV1427 *********************************************************************** SV1427 DESIGNATION - GREEN SV1427 PID - SV1427 SV1427 STATE/COUNTY- ID/SHOSHONE SV1427 USGS QUAD - KELLOGG EAST (1996) SV1427 SV1427 *CURRENT SURVEY CONTROL SV1427 ___________________________________________________________________ SV1427* NAD 83(1992)- 47 32 02.65290(N) 116 06 45.83940(W) ADJUSTED SV1427* NAVD 88 - 757.1 (meters) 2484. (feet) VERTCON SV1427 ___________________________________________________________________ SV1427 LAPLACE CORR- 5.52 (seconds) DEFLEC99 SV1427 GEOID HEIGHT- -16.51 (meters) GEOID99 SV1427 SV1427 HORZ ORDER - SECOND SV1427 SV1427.The horizontal coordinates were established by classical geodetic methods SV1427.and adjusted by the National Geodetic Survey in July 1992. SV1427 SV1427.The NAVD 88 height was computed by applying the VERTCON shift value to SV1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SV1427 SV1427.The Laplace correction was computed from DEFLEC99 derived deflections. SV1427 SV1427.The geoid height was determined by GEOID99. SV1427 SV1427; North East Units Scale Converg. SV1427;SPC ID W - 652,029.603 772,689.911 MT 0.99994250 -0 16 03.3 SV1427;UTM 11 - 5,264,897.623 566,779.634 MT 0.99965480 +0 39 16.4 SV1427 SV1427: Primary Azimuth Mark Grid Az SV1427:SPC ID W - HAYSTACK 243 52 41.5 SV1427:UTM 11 - HAYSTACK 242 57 21.8 SV1427 SV1427|---------------------------------------------------------------------| SV1427| PID Reference Object Distance Geod. Az | SV1427| dddmmss.s | SV1427| CH7443 GREEN RM 1 5.495 METERS 16118 | SV1427| SV1432 HAYSTACK APPROX. 1.9 KM 2433638.2 | SV1427| CH7444 GREEN RM 2 4.494 METERS 33305 | SV1427|---------------------------------------------------------------------| SV1427 SV1427 SUPERSEDED SURVEY CONTROL SV1427 SV1427 NAD 83(1986)- 47 32 02.65622(N) 116 06 45.82975(W) AD( ) 2 SV1427 NAD 27 - 47 32 02.92953(N) 116 06 42.23279(W) AD( ) 2 SV1427 NGVD 29 - 756.0 (m) 2480. (f) VERT ANG SV1427 SV1427.Superseded values are not recommended for survey control. SV1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SV1427.See file dsdata.txt to determine how the superseded data were derived. SV1427 SV1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6678064898(NAD 83) SV1427_MARKER: Z = SEE DESCRIPTION SV1427_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER SV1427_MAGNETIC: N = NO MAGNETIC MATERIAL SV1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD SV1427+STABILITY: POSITION/ELEVATION WELL SV1427 SV1427 HISTORY - Date Condition Report By SV1427 HISTORY - 1958 MONUMENTED CGS SV1427 HISTORY - 19820923 GOOD NGS SV1427 SV1427 STATION DESCRIPTION SV1427 SV1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH) SV1427'AT EAST EDGE OF CITY OF KELLOGG, ON TOP OF A BRUSHY BLUFF AND AT SV1427'NORTH END OF THE RIDGE THAT RUNS NORTHERLY OUT FROM THE SV1427'KELLOGG CEMETERY. SOUTH OF U.S. HIGHWAY 10 AND ACROSS THE SV1427'HIGHWAY SOUTH-SOUTHEAST OF MINERS HAT DRIVE-INN RESTAURANT. SV1427' SV1427'STATION MARK IS DRILL STEEL CEMENTED IN HOLE DRILLED IN ROCK SV1427'OUTCROP. THE STEEL PROJECTS ABOUT 4 INCHES AND IS 9-1/2 FEET SV1427'NORTH-NORTHEAST OF A POWER POLE. SV1427' SV1427'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN SV1427'OUTCROP. STAMPED GREEN 1958 NO 1 AND NO 2 RESPECTIVELY. SV1427' SV1427'NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION. SV1427' SV1427'NO. 2 IS ON THE NORTHWEST SHOULDER OF THE BLUFF ABOUT 4 FEET SV1427'LOWER THAN STATION. SV1427' SV1427'STATION IS A SHORT PACK NORTH ACROSS THE CEMETERY. SV1427 SV1427 STATION RECOVERY (1982) SV1427 SV1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) SV1427'THE STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION. RM 1 WAS SV1427'NOT FOUND THE ROCK IT WAS IN HAS BEEN BROKEN UP. THE DISTANCE TO RM 2 SV1427'COMPARED FAVORABLY WITH THE LAST DATA. A NEW RM 3 WAS ESTABLISHED AT SV1427'THIS DATE A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED SV1427'IN KELLOGG AT THE N SIDE OF A CEMETERY, AND IN A BRUSHY AREA OVER SV1427'LOOKING INTERSTATE HWY 90. TO REACH THE STATION FROM THE POST OFFICE SV1427'IN KELLOGG GO S ON S DIVISION ST FOR 0.24 KM (0.15 MI) TO THE SV1427'INTERSECTION OF E MILL ST. TURN LEFT AND GO E ON E MILL ST FOR 0.08 SV1427'KM (0.05 MI) TO THE INTERSECTION APPLE ST. TURN RIGHT ON APPLE ST FOR SV1427'0.08 KM (0.05 MI) TO THE INTERSECTION OF PRESSLY AVE, TURN LEFT AND GO SV1427'NE ON PRESSLY AVE FOR 0.48 KM (0.30 MI) TO THE CEMETERY. WALK N SV1427'THROUGH THE CEMETERY TO THE N SLOPE A ROCK OUT CROP AND THE STATION. SV1427' SV1427'THE STATION IS A DRILL STEEL CEMENTED IN A DRILL HOLE IN OUTCROPPING SV1427'OF BED ROCK. SV1427' SV1427'RM NO 2, IS A STANDARD CGS DISK STAMPED---GREEN NO 2 1958---, SET INTO SV1427'ROCK OUTCROP ON THE N SLOPE OF THE HILL. THE STATION IS LOCATED 5.5 SV1427'METERS (18.0 FT) NW FROM THE LARGE ROCK OUTCRP, AND 1.5 METERS SV1427'(4.9 FT) LOWER THAN THE STATION. SV1427' SV1427'RM NO 3, IS A STANDARD NGS DISK STAMPED---GREEN 1958 NO 3 1982---, SET SV1427'INTO ROCK OUTCROP, 3 FT, (0.9 M) 0.9 METERS (3.0 FT) LARGEST SV1427'DIMENSION. THE STATION IS LOCATED 2.1 METER (6.9 FT) SE FROM THE SV1427'HIGHEST POINT OF THE OUTCROP. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 SV0172 *********************************************************************** SV0172 DESIGNATION - P 167 SV0172 PID - SV0172 SV0172 STATE/COUNTY- ID/SHOSHONE SV0172 USGS QUAD - KELLOGG WEST (1996) SV0172 SV0172 *CURRENT SURVEY CONTROL SV0172 ___________________________________________________________________ SV0172* NAD 83(1992)- 47 32 42.62632(N) 116 10 02.87414(W) ADJUSTED SV0172* NAVD 88 - 684.977 (meters) 2247.30 (feet) ADJUSTED SV0172 ___________________________________________________________________ SV0172 LAPLACE CORR- 6.70 (seconds) DEFLEC99 SV0172 GEOID HEIGHT- -16.63 (meters) GEOID99 SV0172 DYNAMIC HT - 684.978 (meters) 2247.30 (feet) COMP SV0172 MODELED GRAV- 980,592.1 (mgal) NAVD 88 SV0172 SV0172 HORZ ORDER - SECOND SV0172 VERT ORDER - SECOND CLASS 0 SV0172 SV0172.The horizontal coordinates were established by classical geodetic methods SV0172.and adjusted by the National Geodetic Survey in July 1992. SV0172 SV0172.The orthometric height was determined by differential leveling SV0172.and adjusted by the National Geodetic Survey in June 1991. SV0172 SV0172.The Laplace correction was computed from DEFLEC99 derived deflections. SV0172 SV0172.The geoid height was determined by GEOID99. SV0172 SV0172.The dynamic height is computed by dividing the NAVD 88 SV0172.geopotential number by the normal gravity value computed on the SV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SV0172.degrees latitude (g = 980.6199 gals.). SV0172 SV0172.The modeled gravity was interpolated from observed gravity values. SV0172 SV0172; North East Units Scale Converg. SV0172;SPC ID W - 653,284.742 768,575.804 MT 0.99994546 -0 18 28.8 SV0172;UTM 11 - 5,266,086.036 562,647.067 MT 0.99964823 +0 36 51.4 SV0172 SV0172 SUPERSEDED SURVEY CONTROL SV0172 SV0172 NAD 83(1986)- 47 32 42.63012(N) 116 10 02.86612(W) AD( ) 2 SV0172 NAD 27 - 47 32 42.92093(N) 116 09 59.25989(W) AD( ) 2 SV0172 NGVD 29 - 683.844 (m) 2243.58 (f) ADJ UNCH 2 0 SV0172 SV0172.Superseded values are not recommended for survey control. SV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SV0172.See file dsdata.txt to determine how the superseded data were derived. SV0172 SV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6264766086(NAD 83) SV0172_MARKER: DB = BENCH MARK DISK SV0172_SETTING: 30 = CULVERT SV0172_STAMPING: P 167 1935 SV0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SV0172 SV0172 HISTORY - Date Condition Report By SV0172 HISTORY - 1958 MONUMENTED CGS SV0172 HISTORY - 1959 GOOD NGS SV0172 HISTORY - 1968 GOOD NGS SV0172 HISTORY - 1982 MARK NOT FOUND NGS SV0172 HISTORY - 19820615 MARK NOT FOUND NGS SV0172 SV0172 STATION DESCRIPTION SV0172 SV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (DAW) SV0172'GOOD ABOUT 2.5 MILE WEST ALONG U.S. HIGHWAY 10 FROM THE SV0172'INTERSECTION WITH DIVISION STREET IN KELLOGG, 18 FEET SOUTH FROM THE SV0172'SOUTHEAST CORNER OF RAILROAD TRESTLE, 48 FEET NORTHEAST FROM THE SV0172'JUNCTION OF THE ROAD INTO GOVERNMENT GULCH, 21.5 FEET SOUTH FROM SV0172'THE CENTER LINE OF THE RAILROAD TRACKS, SET IN THE TOP OF THE EAST SV0172'END OF THE NORTH HEADWALL OF THE CONCRETE CULVERT PASSING UNDER SV0172'THE HIGHWAY, 15 FEET FROM ITS CENTER LINE. SV0172 SV0172 STATION RECOVERY (1959) SV0172 SV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 SV0172'0.55 MI E FROM SMELTERVILLE. SV0172'ABOUT 0.55 MILE EAST ALONG A PAVED ROAD (AFORMER ALIGNMENT OF U. S. SV0172'HIGHWAY 10) FROM THE POST OFFICE AT SMELTERVILLE, AT A 3-BY 6-FOOT SV0172'CONCRETE BOX CULVERT, IN THE TOP OF THE EAST OF THE NORTH CONCRETE SV0172'HEADWALL, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 204 FEET SV0172'WEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ASPHALT ROAD, SV0172'17.3 FEET SOUTH OF THE SOUTH RAIL OF THE OREGON WASHINGTON RAILROAD, SV0172'1.9 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL WOODEN RAILROAD SV0172'TRESTLE, AND ABOUT LEVEL WITH THE ROAD. SV0172 SV0172 STATION RECOVERY (1968) SV0172 SV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 SV0172'RECOVERED IN GOOD CONDITION. SV0172 SV0172 STATION RECOVERY (1982) SV0172 SV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 SV0172'MARK NOT FOUND. SV0172 SV0172 STATION RECOVERY (1982) SV0172 SV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) SV0172'THE MARK WAS NOT RECOVERED, IT IS PROBABLY STILL IN PLACE BUT A SV0172'PRECAST CONCRETE GUARD RAIL HAS BEEN PLACED OVER THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 SV1434 *********************************************************************** SV1434 DESIGNATION - PINE RESET SV1434 PID - SV1434 SV1434 STATE/COUNTY- ID/SHOSHONE SV1434 USGS QUAD - KELLOGG WEST (1996) SV1434 SV1434 *CURRENT SURVEY CONTROL SV1434 ___________________________________________________________________ SV1434* NAD 83(1992)- 47 32 45.25112(N) 116 13 26.34280(W) ADJUSTED SV1434* NAVD 88 - 749.3 (meters) 2458. (feet) VERTCON SV1434 ___________________________________________________________________ SV1434 LAPLACE CORR- 6.04 (seconds) DEFLEC99 SV1434 GEOID HEIGHT- -16.75 (meters) GEOID99 SV1434 SV1434 HORZ ORDER - THIRD SV1434 SV1434.The horizontal coordinates were established by classical geodetic methods SV1434.and adjusted by the National Geodetic Survey in July 1992. SV1434 SV1434.The NAVD 88 height was computed by applying the VERTCON shift value to SV1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SV1434 SV1434.The Laplace correction was computed from DEFLEC99 derived deflections. SV1434 SV1434.The geoid height was determined by GEOID99. SV1434 SV1434; North East Units Scale Converg. SV1434;SPC ID W - 653,390.220 764,321.899 MT 0.99994897 -0 20 59.0 SV1434;UTM 11 - 5,266,123.016 558,393.301 MT 0.99964190 +0 34 21.3 SV1434 SV1434: Primary Azimuth Mark Grid Az SV1434:SPC ID W - PINE AZ MK 2 251 54 27.9 SV1434:UTM 11 - PINE AZ MK 2 250 59 07.6 SV1434 SV1434|---------------------------------------------------------------------| SV1434| PID Reference Object Distance Geod. Az | SV1434| dddmmss.s | SV1434| SV1435 IDA 90 87 APPROX. 4.8 KM 0862056.4 | SV1434| CH8147 PINE RM 4 12.160 METERS 13551 | SV1434| CH8146 PINE RM 3 18.273 METERS 13551 | SV1434| CH8144 PINE RM 1 6.353 METERS 14013 | SV1434| CH8142 PINE AZ MK APPROX. 0.6 KM 2301910.4 | SV1434| CH8143 PINE AZ MK 2 2513328.9 | SV1434| CH8145 PINE RM 2 5.536 METERS 29842 | SV1434|---------------------------------------------------------------------| SV1434 SV1434 SUPERSEDED SURVEY CONTROL SV1434 SV1434 NAD 83(1986)- 47 32 45.25455(N) 116 13 26.33474(W) AD( ) 3 SV1434 NAD 27 - 47 32 45.53815(N) 116 13 22.73097(W) AD( ) 3 SV1434 NGVD 29 - 748.2 (m) 2455. (f) VERT ANG SV1434 SV1434.Superseded values are not recommended for survey control. SV1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SV1434.See file dsdata.txt to determine how the superseded data were derived. SV1434 SV1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5839366123(NAD 83) SV1434_MARKER: DS = TRIANGULATION STATION DISK SV1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SV1434_STAMPING: PINE 1958 1971 SV1434_MARK LOGO: NGS SV1434_MAGNETIC: N = NO MAGNETIC MATERIAL SV1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SV1434+STABILITY: SURFACE MOTION SV1434 SV1434 HISTORY - Date Condition Report By SV1434 HISTORY - 1971 MONUMENTED NGS SV1434 HISTORY - 1974 SEE DESCRIPTION NGS SV1434 HISTORY - 1977 GOOD NGS SV1434 HISTORY - 19820923 GOOD NGS SV1434 SV1434 STATION DESCRIPTION SV1434 SV1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS) SV1434'THE STATION WAS FOUND PUSHED OUT OF POSITION, EVIDENTLY BY A SV1434'BULLDOZER. THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION. SV1434'REFERENCE MARK NO. 1 HAS BEEN DISTURBED. THE AZIMUTH MARK WAS SV1434'NOT FOUND. A NEW SURFACE STATION WAS SET. A NEW AZIMUTH MARK SV1434'AND REFERENCE MARK NO. 3 WERE ESTABLISHED. SV1434' SV1434'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF PINEHURST, 1/4 SV1434'MILE SOUTH OF INTERSTATE HIGHWAY 90 AND ON A BRUSHY RIDGE WITH SV1434'SCATTERED PINES. A TRIPPLE-POLE POWER LINE CROSSES THIS RIDGE. SV1434' SV1434'TO REACH FROM THE POST OFFICE IN PINEHURST, GO EAST ABOUT 100 SV1434'FEET, TURN SHARP LEFT AND GO 0.5 MILE TO A ROAD LEFT, CONTINUE SV1434'STRAIGHT AHEAD 0.25 MILE, PASS UNDER INTERSTATE HIGHWAY 90 AND SV1434'CONTINUE 0.65 MILE TO A ROAD RIGHT, TURN RIGHT AND FOLLOW THE SV1434'NARROW ROAD SOUTHERLY ALONG THE SIDE OF A HILL 0.25 MILE TO A SV1434'CROSSROAD, TURN SHARP RIGHT AND GO 0.3 MILE TO A FORK, KEEP SV1434'RIGHT FORK 0.25 MILE TO THE STATION ON THE LEFT, ABOUT 29 SV1434'YARDS WEST OF THE SUMMIT OF THE HILL. SV1434' SV1434'THE STATION MARK, STAMPED PINE 1958 1971, IS A STANDARD DISK SV1434'SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND, SV1434'50 FEET WEST OF THE WEST ONE OF THREE POWER POLES, 11 FEET SV1434'SOUTH OF THE CENTER OF THE TRACK ROAD, 3 YARDS NORTH OF THE TOP SV1434'OF A SHARP DECLINE TO THE SOUTH, AND 1 FOOT NORTHWEST OF A METAL SV1434'WITNESS POST. SV1434' SV1434'REFERENCE MARK NO. 1, STAMPED PINE NO 1 1958, IS A STANDARD SV1434'DISK SET IN A SQUARE CONCRETE POST WHICH IS TILTED ABOUT 15 SV1434'DEGREES TOWARD THE STATION WITH THE HIGH EDGE PROJECTING ABOUT SV1434'3 INCHES. IT IS 29 FEET WEST OF THE WEST ONE OF THREE POWER SV1434'POLES AND 10 FEET SOUTH OF THE CENTER OF THE TRACK ROAD. SV1434' SV1434'REFERENCE MARK NO. 2, STAMPED PINE NO 2 1958, IS A STANDARD SV1434'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 22 SV1434'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 4 FEET NORTHEAST SV1434'OF TWO PINE TREES GROWING 2 FEET APART. SV1434' SV1434'REFERENCE MARK NO. 3, STAMPED PINE 1958 NO 3 1971, IS A STANDARD SV1434'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. SV1434'IT IS 14 FEET SOUTH OF THE CENTER OF THE ROAD, 12.5 FEET EAST SV1434'OF THE WEST ONE OF THREE POWER POLES, 8 FEET WEST OF THE MIDDLE SV1434'POLE, ABOUT 3 FEET HIGHER THAN THE ROAD AND 6 FEET HIGHER THAN SV1434'THE STATION MARK. SV1434' SV1434'THE AZIMUTH MARK, STAMPED PINE 1958 1971, IS A STANDARD DISK SV1434'SET IN THE NORTHEAST CURB OF THE BRIDGE OVER PINE CREEK ON THE SV1434'FRONTAGE ROAD WHICH IS THE WEST ENTRANCE TO PINEHURST. THE MARK SV1434'IS 6 INCHES SOUTHEAST OF THE NORTHWEST END OF THE CURB, 14.8 SV1434'FEET NORTHEAST OF THE CENTER OF THE ROAD AND 6 INCHES HIGHER SV1434'THAN THE ROAD SURFACE. SV1434' SV1434'P.R. 1 IS AN IDAHO STATE HIGHWAY DEPARTMENT POINT MARKED BY A SV1434'CROSS ON THE HEAD OF A RAILROAD SPIKE WHICH IS DRIVEN INTO THE SV1434'BLACKTOP, FLUSH WITH THE SURFACE OF THE ROAD, 48.6 FEET NORTHEAST SV1434'OF THE NORTHEAST END OF THE GUARDRAIL AND 11.5 FEET NORTHWEST SV1434'OF THE CENTER OF THE BLACKTOP ROAD. SV1434' SV1434'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PINEHURST, SV1434'GO EAST 100 FEET TO CROSSSTREET, TURN SHARP LEFT AND GO 0.5 SV1434'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.55 MILE TO A SV1434'T-INTERSECTION AND THE BRIDGE WITH THE AZIMUTH MARK ON THE SV1434'RIGHT. P.R. 1 IS LOCATED 186 FEET NORTHEAST OF THE INTERSECTION SV1434'OF THE ROAD CENTERLINES AT THIS INTERSECTION. SV1434' SV1434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SV1434'NORTHEAST OF PINEHURST SV1434 SV1434 STATION RECOVERY (1974) SV1434 SV1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) SV1434'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE SV1434'RECOVERED. THE SIDE OF THIS HILL HAS BEEN USED FOR A BARROW SV1434'PIT, LEAVING THE STATION OUT ON A POINT, AND DESTROYING SV1434'REFERENCE MARKS NO. 1 AND NO. 2. REFERENCE MARK NO. 4 WAS SV1434'ESTABLISHED. SV1434' SV1434'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF PINEHURST, 1/2 SV1434'MILE SOUTH OF THE CONFLUENCE OF PINE CREEK AND SOUTH FORK OF SV1434'COEUR D ALENE RIVER, 1/4 MILE SOUTH OF INTERSTATE HIGHWAY 90, SV1434'ABOUT 50 FEET NORTHWEST OF A TRIPPLE-POLE POWER LINE, ON A SV1434'POINT OVERLOOKING PINEHURST AND THE FREEWAY AND ABOUT 250 TO SV1434'300 FEET HIGHER THAN THE FREEWAY. SV1434' SV1434'TO REACH FROM THE POST OFFICE IN PINEHURST, GO EAST 0.75 MILE, SV1434'PASS UNDER THE FREEWAY (I-90) AND CONTINUE ON THE BLACKTOP ROAD SV1434'WHICH MAKES A GRADUAL CURVE TO THE RIGHT, FOR 0.3 MILE, PASS SV1434'UNDER FREEWAY AGAIN, AND CONTINUE 0.35 MILE TO A GRAVEL ROAD SV1434'RIGHT, TURN RIGHT AND FOLLOW THE NARROW ROAD SOUTHERLY ALONG SV1434'A SIDEHILL FOR 0.25 MILE TO A CROSSROAD. TURN SHARP RIGHT AND SV1434'GO 0.3 MILE TO A FORK, KEEP RIGHT FORK 0.25 MILE TO THE END SV1434'OF THE ROAD AND THE STATION. SV1434' SV1434'THE STATION MARK, STAMPED PINE 1958 1971, IS A STANDARD DISK SV1434'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 50.2 FEET SV1434'WEST OF THE WEST ONE OF THREE POWER POLES, 29 FEET NORTHEAST SV1434'OF THE BASE OF A GUY WIRE, 24 FEET NORTH OF A LINE PROJECTED SV1434'THROUGH THE THREE POWER POLES, 22 FEET SOUTHEAST OF THE END SV1434'OF THE POINT, 10 FEET SOUTH OF A SHARP DECLINE TO THE NORTH SV1434'AND 1 FOOT NORTH OF A METAL WITNESS POST. SV1434' SV1434'REFERENCE MARK NO. 3, STAMPED PINE 1958 NO 3 1971, IS A SV1434'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 SV1434'INCHES. IT IS 13 FEET SOUTHWEST OF AND 3 FEET HIGHER THAN THE SV1434'CENTER OF THE OLD ROADBED, 12.8 FEET EAST OF THE WEST ONE OF THREE SV1434'POWER POLES AND 8.5 FEET NORTHWEST OF THE MIDDLE POLE. SV1434' SV1434'REFERENCE MARK NO. 4, STAMPED PINE 1958 NO 4 1974, IS A SV1434'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE SV1434'GROUND. IT IS BETWEEN THE STATION MARK AND R.M. NO. 3, 12 FEET SV1434'NORTH OF THE WEST POWER POLE AND AT THE TOE OF THE BANK ALONG SV1434'THE SOUTH SIDE OF THE OLD ROADBED. SV1434' SV1434'THE AZIMUTH MARK, STAMPED PINE 1958 1971, IS A STANDARD DISK SV1434'SET 6 INCHES SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST SV1434'CURB OF THE BRIDGE OVER PINE CREEK, ON THE FRONTAGE ROAD SV1434'WHICH IS THE WESTERN ENTRANCE INTO PINEHURST FROM INTERSTATE SV1434'HIGHWAY 90. THE MARK IS 14.8 FEET NORTHEAST OF THE CENTER SV1434'OF THE ROAD AND 6 INCHES HIGHER THAN THE ROAD SURFACE. SV1434' SV1434'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PINEHURST, SV1434'GO NORTHWESTERLY ON MAIN STREET FOR 0.45 MILE TO THE NORTHWESTERN SV1434'END OF THE BRIDGE AND THE MARK ON THE RIGHT. SV1434' SV1434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SV1434'NORTHEAST OF PINEHURST SV1434 SV1434 STATION RECOVERY (1977) SV1434 SV1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) SV1434'THE STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED SV1434'IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT CHECKED. THE REFERENCE SV1434'MARKS BOTH MEASURE LONGER THAN THE 1974 MEASUREMENTS, R.M. 3 - .006 SV1434'METER AND R.M. 4 - .005 METER. THE ANGLE BETWEEN THE MARKS CHECKS SV1434'WITHIN ABOUT 1 MINUTE. SV1434' SV1434'NEW CONCRETE STACKS HAVE BEEN BUILT AT THE BUNKER HILL SMELTER AND SV1434'ZINK PLANT. THE NEW STACKS ARE MUCH HIGHER THAN THE ONE OBSERVED IN SV1434'1971 AND 1974. PLANS ARE TO TEAR DOWN THE OLD STACK, BUT AT SV1434'PRESENT, IT STILL STANDS. SV1434' SV1434'THE 1974 RECOVERY NOTE BY C.L.N. IS ADEQUATE FOR RECOVERY. SV1434' SV1434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SV1434'NORTHEAST OF PINEHURST. SV1434 SV1434 STATION RECOVERY (1982) SV1434 SV1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) SV1434'THE STATION MARK RM 3 AND 4 AND THE 1971 AZ MK WERE RECOVERED AND SV1434'FOUND IN GOOD CONDITION THE DISTANCE AND DIRECTION TO THE RMS COMPARED SV1434'WITH THE PREVIOUS DATA. A COMPLETE NEW DESCRIPTION FOLLOWS. THE SV1434'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NE OF PINE HURST 0.4 KM SV1434'(0.25 MI) S OF INTERSTATE HWY 90 AND ON A BRUSH POINT OVER LOOKING THE SV1434'COEUR D ALENE RIVER. TO REACH THE STATION FROM THE POST OFFICE IN SV1434'PINE HURST GO E ON THE SURFACED ROAD FOR 1.21 KM (0.75 MI) TO AN UNDER SV1434'CROSSING OF INTERSTATE HWY 90. CONTINUE AHEAD FOR 0.48 KM (0.30 MI) SV1434'TO A SECOND UNDER CROSSING OF INTERSTATE HWY 90 CONTINUE AHEAD ON THE SV1434'OLD ALINGMENT OF US HWY 10 FOR 0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT. SV1434'TURN RIGHT AND GO UP HILL ON THE BLADED ROAD FOR 0.32 KM (0.20 MI) TO SV1434'A REVERSE FORK. TURN SHARP RIGHT UPHILL FOR 0.48 KM (0.30 MI) TO A SV1434'FORK. TAKE THE RIGHT FORK FOR 0.32 KM (0.20 MI) TO A POWER LINE SV1434'CROSSING, THE END OF THE ROAD AND THE STATION. SV1434' SV1434'THE STATION IS A STANDARD NGS DISK STAMPED---PINE 1958 1971---, SET SV1434'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN SV1434'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 15.2 METERS (49.9 SV1434'FT) W FROM THE W POLE, 2.4 METERS (7.9 FT) S FROM THE N EDGE OF THE SV1434'FLAT AREA, 0.3 METERS (1.0 FT) N FROM A WITNESS POST. RM NO 3, IS A SV1434'STANDARD NGS DISK STAMPED---PINE 1958 NO 3 1971---, SET INTO THE TOP SV1434'OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH SV1434'WITH GROUND. THE STATION IS LOCATED 4.0 METERS (13.1 FT) E FROM THE W SV1434'POWER POLE, 5.5 METERS (18.0 FT) SE FROM A WITNESS POST, AND 0.9 SV1434'METERS (3.0 FT) LOWER THAN THE STATION. SV1434' SV1434'RM NO. 4, IS A STANDARD NGS DISK STAMPED---PINE 1958 NO 4 1974---, SET SV1434'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN SV1434'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 3.7 METERS (12.1 SV1434'FT) N FROM THE W POWER POLE, 12.2 METERS (40.0 FT) SE FROM A WITNESS SV1434'POST. SV1434' SV1434'AZ MK NO 2, IS A STANDARD NGS DISK STAMPED---PINE 1958 1971---, SET IN SV1434'A DRILL HOLE IN THE NE CURB OF THE BRIDGE OVER PINE CREEK. THE SV1434'STATION IS LOCATED 4.6 METERS (15.1 FT) NE FROM THE CENTER OF THE SV1434'BRIDGE, 0.2 METERS (0.7 FT) SE FROM THE NW END OF THE CURB. TO REACH SV1434'THE AZ MK FROM THE POST OFFICE IN PINE HURST GO NW ON MAIN STREET FOR SV1434'0.8 KM (0.50 MI) TO THE NW END OF THE BRIDGE OVER PINE CREEK AND THE SV1434'MARK ON THE RIGHT.