Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com MW0320 1 M USGS http://www.geocaching.com/mark/details.asp?PID=MW0320 1 M USGS Geocache Geocache 1 M USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 M USGS</h1> <b> PID </b> MW0320 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> FALL RIVER MILLS (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 41 00 10. (N) 121 26 19. (W) SCALED <br> <b> NAVD 88 </b> 1009.169 (meters) 3310.92 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.25 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1008.490 (meters) 3308.69 (feet) COMP <br> <b> MODELED GRAV</b> 979,917.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 685,520. </td><td> 2,047,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 1008.221 (m) 3307.81 (f) ADJUSTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL313402(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 3307.661 1 M 1932 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1936 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1936 AT FALL RIVER MILLS. AT FALL RIVER MILLS, SHASTA COUNTY, AND AT THE NORTH ENTRANCE TO THE ROBT. SUMMERS BUILDING (OCCUPIED IN 1935 BY THE FALL RIVER TIDINGS NEWSPAPER). A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3307.661 1 M 1932. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (JS) RECOVERED IN GOOD CONDITION. LU1692 10.3 http://www.geocaching.com/mark/details.asp?PID=LU1692 10.3 Geocache Geocache 10.3 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10.3</h1> <b> PID </b> LU1692 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LAMOINE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 56 15. (N) 122 25 09. (W) SCALED <br> <b> NAVD 88 </b> 387.825 (meters) 1272.39 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 387.616 (meters) 1271.70 (feet) COMP <br> <b> MODELED GRAV</b> 980,074.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 678,210. </td><td> 1,964,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL488319(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BEDROCK <br>STAMPING: CMC 10.3 <br>MARK LOGO: CADH <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 35.0 KM (21.75 MI) NORTH FROM PROJECT CITY. 35.0 KM (21.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 151 IN PROJECT CITY, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.2 KM (0.75 MI) SOUTH OF THE INTERSECTION OF DOG CREEK ROAD, 75.0 M (246.1 FT) EAST OF THE EAST END OF A GUARDRAIL, AND 30.5 M (100.1 FT) NORTH OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY. THE MARK IS 0.65 METERS E FROM A WITNESS POST LU0511 1041.3 USGS http://www.geocaching.com/mark/details.asp?PID=LU0511 1041.3 USGS Geocache Geocache 1041.3 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1041.3 USGS</h1> <b> PID </b> LU0511 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 27 40. (N) 122 32 09. (W) SCALED <br> <b> NAVD 88 </b> 318.04 (+/-2cm) 1043.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.97 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 625,370. </td><td> 1,954,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 317.238 (m) 1040.81 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK393790(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 3.5 MI S FROM IGO. 1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT IGO, THENCE 2.4 MILES SOUTH ALONG THE COTTONWOOD ROAD, 68 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE ACROSS A ROAD LEADING EAST, DRIVEN IN THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 16-INCH WHITE OAK TREE, AND ABOUT LEVEL WITH THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 MARK NOT FOUND. LT0689 10451 VA http://www.geocaching.com/mark/details.asp?PID=LT0689 10451 VA Geocache Geocache 10451 VA CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10451 VA</h1> <b> PID </b> LT0689 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LASSEN PEAK (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 40 29 17.43372(N) 121 30 17.96451(W) ADJUSTED <br> <b> NAVD 88 </b> 3188. (meters) 10459. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.16 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -23.66 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 1 </td><td> 628,349.265 2</td><td>041,964.365</td><td> MT </td><td>0.99991286</td><td> +0 ' 19 25.2"</td></tr><tr><td>SPC CA 1 </td><td>2,061,509.21 6</td><td>699,344.75 </td><td> sFT </td><td>0.99991286</td><td> +0 ' 19 25.2"</td></tr><tr><td>UTM 10 </td><td>4,483,015.694 </td><td>626,702.475</td><td> MT </td><td>0.99979761</td><td> +0 ' 58 15.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 1 </b> 0.99950381 x 0.99991286 = 0.99941671 <br> <b>UTM 10 </b> 0.99950381 x 0.99979761 = 0.99930152 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 40 29 17.43736(N) 121 30 17.96566(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 40 29 17.86300(N) 121 30 14.03500(W) AD( ) 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK2670283016(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1948 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SEE STATION LASSEN. LU0514 1052 USGS http://www.geocaching.com/mark/details.asp?PID=LU0514 1052 USGS Geocache Geocache 1052 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1052 USGS</h1> <b> PID </b> LU0514 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 29 25. (N) 122 32 59. (W) SCALED <br> <b> NAVD 88 </b> 321.67 (+/-2cm) 1055.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.79 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 628,610. </td><td> 1,953,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 320.855 (m) 1052.67 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK381822(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1.1 MI S FROM IGO. 1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT IGO, AT THE JUNCTION OF COTTONWOOD ROAD, 18 FEET EAST OF THE CENTER LINE OF THE COTTONWOOD ROAD, DRIVEN IN THE TOP OF A ROOT ON THE WEST SIDE OF A 36-INCH OAK TREE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. LU0887 1093 USGS http://www.geocaching.com/mark/details.asp?PID=LU0887 1093 USGS Geocache Geocache 1093 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1093 USGS</h1> <b> PID </b> LU0887 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> WHISKEYTOWN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 37 43. (N) 122 33 28. (W) SCALED <br> <b> NAVD 88 </b> 333.71 (+/-2cm) 1094.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.96 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 643,970. </td><td> 1,952,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 332.872 (m) 1092.10 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK374976(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1091.763 B 05 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AT SCHILLING. AT SCHILLING, ALONG THE OLD HIGHWAY, ABOUT 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STORE AND POST OFFICE BUILDING, ABOUT 135 FEET SOUTHEAST OF HISTORICAL LANDMARK 131, 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD WHISKEYTOWN TAVERN (LARGE TWO-STORY FRAME HOUSE), 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 24 FEET EAST OF THE INTERSECTION OF TWO POWER LINES, 1.0 FOOT NORTH OF A PICKET FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. LU0165 1101.56 RESET http://www.geocaching.com/mark/details.asp?PID=LU0165 1101.56 RESET Geocache Geocache 1101.56 RESET CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1101.56 RESET</h1> <b> PID </b> LU0165 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LAMOINE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 53 00. (N) 122 22 58. (W) SCALED <br> <b> NAVD 88 </b> 336.409 (meters) 1103.70 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.84 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 336.231 (meters) 1103.12 (feet) COMP <br> <b> MODELED GRAV</b> 980,087.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 672,180. </td><td> 1,967,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL520259(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: BRIDGE CURB <br>STAMPING: 1101.56 RESET 1967 <br>MARK LOGO: CADH <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1967 6 MI S FROM DELTA. 6 MILES SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE POST OFFICE AT DELTA, AT THE NORTHEAST CORNER OF BRIDGE 6-89 OVER THE SACRAMENTO RIVER, IN THE FOOT CURBING, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 27.1 KM (16.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 151 IN PROJECT CITY. LU0081 1109 USGS http://www.geocaching.com/mark/details.asp?PID=LU0081 1109 USGS Geocache Geocache 1109 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1109 USGS</h1> <b> PID </b> LU0081 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> OAK RUN (1985) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 41 17. (N) 122 07 12. (W) SCALED <br> <b> NAVD 88 </b> 338.616 (meters) 1110.94 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.64 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 338.435 (meters) 1110.35 (feet) COMP <br> <b> MODELED GRAV</b> 980,081.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 650,430. </td><td> 1,989,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 337.795 (m) 1108.25 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL743045(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1107.980 R <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20001107</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1964 3.7 MI SW FROM INGOT. 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM THE PUBLIC SCHOOL AT INGOT, SHASTA COUNTY, THENCE 0.2 MILES SOUTHWEST ALONG THE OLD HIGHWAY ALIGNMENT, AT THE MIDDLE OF AN S-CURVE OF THE OLD HIGHWAY, 42 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 8.0 FEET NORTH OF A FENCE LINE, AND ABOUT 450 FEET SOUTH OF THE PRESENT U.S. HIGHWAY 299. A USGS CAP, ON A 3 1/2 INCH IRON PIPE PROJECTING 11 INCHES ABOVE THE GROUND AND STAMPED 1107.980 R. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY CALTRANS 2000 (JRL) RECOVERED IN GOOD CONDITION. LU0159 1117.20 http://www.geocaching.com/mark/details.asp?PID=LU0159 1117.20 Geocache Geocache 1117.20 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1117.20</h1> <b> PID </b> LU0159 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 51 03. (N) 122 20 34. (W) SCALED <br> <b> NAVD 88 </b> 341.451 (meters) 1120.24 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.05 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 341.269 (meters) 1119.65 (feet) COMP <br> <b> MODELED GRAV</b> 980,082.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 668,560. </td><td> 1,971,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 340.636 (m) 1117.57 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL553224(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 1117.20 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 9.4 MI S FROM DELTA. 9.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT DELTA, SHASTA COUNTY, AT THE T-JUNCTION OF A ROAD LEADING SOUTHWEST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT CULVERT C 190+92, AND IN THE NORTH END OF THE WEST HEADWALL. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1117.20. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 21.3 KM (13.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 151 IN PROJECT CITY, IN TOP OF AND 0.15 M (0.5 FT) SOUTH OF THE NORTH END OF A CONCRETE HEADWALL OF A CULVERT UNDER SALT CREEK ROAD, 57.5 M (188.6 FT) NORTH OF THE CENTER OF STATTON ROAD, 39.5 M (129.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF THE ROAD. THE MARK IS 0.6 M BELOW THE ROAD. LU0163 1146.80 RESET http://www.geocaching.com/mark/details.asp?PID=LU0163 1146.80 RESET Geocache Geocache 1146.80 RESET CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1146.80 RESET</h1> <b> PID </b> LU0163 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LAMOINE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 52 47. (N) 122 22 49. (W) SCALED <br> <b> NAVD 88 </b> 350.441 (meters) 1149.74 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.86 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 350.255 (meters) 1149.13 (feet) COMP <br> <b> MODELED GRAV</b> 980,085.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 671,780. </td><td> 1,967,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL522255(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: BRIDGE CURB <br>STAMPING: 1146.80 RESET 1967 <br>MARK LOGO: CADH <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 6.3 MI S FROM DELTA. 6.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE POST OFFICE AT DELTA, AT BRIDGE 6-89 OVER THE SACRAMENTO RIVER, IN THE FOOT CURBING AT THE SOUTHEAST CORNER OF THE BRIDGE, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 26.7 KM (16.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 151 IN PROJECT CITY. LU0145 1156.30 http://www.geocaching.com/mark/details.asp?PID=LU0145 1156.30 Geocache Geocache 1156.30 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1156.30</h1> <b> PID </b> LU0145 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 45 24. (N) 122 19 14. (W) SCALED <br> <b> NAVD 88 </b> 353.320 (meters) 1159.18 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 353.132 (meters) 1158.57 (feet) COMP <br> <b> MODELED GRAV</b> 980,084.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 658,090. </td><td> 1,972,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/56) 352.510 (m) 1156.53 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL573119(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1156.30 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 6 MI N FROM PROJECT CITY. 6.0 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT PROJECT CITY, SHASTA COUNTY, 126 FEET SOUTH OF THE PITT RIVER BRIDGE, 3 FEET SOUTH OF WOODEN HIGHWAY MARKER B 811+37, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, AND 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1156.30. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION ANF THE CULVERT HAS BEEN REPLACED. LU0144 1166.83 http://www.geocaching.com/mark/details.asp?PID=LU0144 1166.83 Geocache Geocache 1166.83 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1166.83</h1> <b> PID </b> LU0144 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 45 24. (N) 122 19 14. (W) SCALED <br> <b> NAVD 88 </b> 356.516 (meters) 1169.67 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 356.327 (meters) 1169.05 (feet) COMP <br> <b> MODELED GRAV</b> 980,084.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 658,090. </td><td> 1,972,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/56) 355.707 (m) 1167.02 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL573119(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1166.83 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 5.9 MI N FROM PROJECT CITY. 5.9 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT PROJECT CITY, SHASTA COUNTY, 0.1 MILE SOUTH OF THE PITT RIVER BRIDGE, 3 FEET NORTHEAST OF WOODEN HIGHWAY MARKER 802+55, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, AND 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1166.83. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION AND THE OLD CULVERT HAS BEEN REMOVED. LU0897 12 http://www.geocaching.com/mark/details.asp?PID=LU0897 12 Geocache Geocache 12 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>12</h1> <b> PID </b> LU0897 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> IGO (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 36 45. (N) 122 30 56. (W) SCALED <br> <b> NAVD 88 </b> 399.906 (meters) 1312.02 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 399.689 (meters) 1311.31 (feet) COMP <br> <b> MODELED GRAV</b> 980,072.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 642,160. </td><td> 1,956,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (12/02/92) 399.096 (m) 1309.37 (f) ADJUSTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK409958(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 12 1309.06 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 2.6 MI SE FROM SCHILLING. 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT SCHILLING, 1.7 MILES NORTHWEST OF SHASTA, 0.3 MILE SOUTHEAST OF THE TOP OF A LONG GRADE, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT B 163.80, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, 4.0 FEET SOUTHEAST OF THE NORTHWEST END, 3.2 FEET NORTHEAST OF THE SOUTHWEST END, 23.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.7 KM (7.25 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH CALIFORNIA STREET IN REDDING. LT0251 12 M USGS http://www.geocaching.com/mark/details.asp?PID=LT0251 12 M USGS Geocache Geocache 12 M USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>12 M USGS</h1> <b> PID </b> LT0251 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> OLD STATION (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 38 33. (N) 121 28 13. (W) SCALED <br> <b> NAVD 88 </b> 1411.543 (meters) 4631.04 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -23.81 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1410.441 (meters) 4627.42 (feet) COMP <br> <b> MODELED GRAV</b> 979,794.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 645,500. </td><td> 2,044,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 1410.483 (m) 4627.56 (f) ADJUSTED 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL293001(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 12 M 1932 4628 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 3.4 MI SW FROM OLD STATION. 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT OLD STATION, SHASTA COUNTY, AT THE JUNCTION OF A ROAD LEADING TO THE BIG SPRINGS RANGER STATION, 61 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 22 FEET NORTH OF A 27-INCH PINE TREE PAINTED 4627.6. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 12 M 1932 4628 AND SET IN THE TOP OF A CONCRETE POST. LU0158 1209.60 http://www.geocaching.com/mark/details.asp?PID=LU0158 1209.60 Geocache Geocache 1209.60 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1209.60</h1> <b> PID </b> LU0158 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 50 50. (N) 122 20 19. (W) SCALED <br> <b> NAVD 88 </b> 369.613 (meters) 1212.64 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 369.416 (meters) 1211.99 (feet) COMP <br> <b> MODELED GRAV</b> 980,081.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 668,150. </td><td> 1,971,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 368.798 (m) 1209.96 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL557220(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1209.60 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 9.8 MI S FROM DELTA. 9.8 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT DELTA, SHASTA COUNTY, NEAR THE MIDDLE OF A LARGE CUT, AT CULVERT C 166+34, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1209.60. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE IS NO LONGER A HEADWALL AT THIS LOCATION. LU0143 1231.61 http://www.geocaching.com/mark/details.asp?PID=LU0143 1231.61 Geocache Geocache 1231.61 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1231.61</h1> <b> PID </b> LU0143 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> PROJECT CITY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 44 58. (N) 122 19 03. (W) SCALED <br> <b> NAVD 88 </b> 376.248 (meters) 1234.41 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.57 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 376.050 (meters) 1233.76 (feet) COMP <br> <b> MODELED GRAV</b> 980,087.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 657,290. </td><td> 1,973,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/56) 375.441 (m) 1231.76 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL576111(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1231.61 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1956 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 5.3 MI N FROM PROJECT CITY. 5.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT PROJECT CITY, SHASTA COUNTY, 6 FEET NORTH OF WOODEN HIGHWAY MARKER B 771+33, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, AND 14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1231.61. RECENT WIDENING OF THE HIGHWAY MAY HAVE COVERED THE MARK. <p> <h2>STATION RECOVERY (1956) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION AND THE CULVERT HAS BEEN REMOVED. LU0177 1236 B http://www.geocaching.com/mark/details.asp?PID=LU0177 1236 B Geocache Geocache 1236 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1236 B</h1> <b> PID </b> LU0177 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LAMOINE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 58 32. (N) 122 25 48. (W) SCALED <br> <b> NAVD 88 </b> 378.151 (meters) 1240.65 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 377.946 (meters) 1239.98 (feet) COMP <br> <b> MODELED GRAV</b> 980,072.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 682,440. </td><td> 1,963,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/54) 377.287 (m) 1237.82 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL479362(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1237.501 B 1902 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1902 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AT LAMOINE. AT LAMOINE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 329 YARDS SOUTH OF THE LAMOINE SIDING SIGN, 262 1/2 FEET NORTHWEST OF MILEPOST 300, 22.2 FEET EAST OF THE EAST CORNER OF STEEL BRIDGE 300.05 OVER SLATE CREEK, 18.7 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE-- I WAS TOLD BY A SECTION FOREMAN OF THE SOUTHERN PACIFIC COMPANY RAILROAD THAT THIS MARK WAS RESET IN 1953, BUT HE WAS NOT SURE WHO RESET IT. THE MARK IS NOW SET IN THE TOP OF A CONCRETE POST INSTEAD OF RIVETED ON A 3 1/2-INCH IRON PIPE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION. LU0087 1279 USGS http://www.geocaching.com/mark/details.asp?PID=LU0087 1279 USGS Geocache Geocache 1279 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1279 USGS</h1> <b> PID </b> LU0087 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> DEVILS ROCK (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 45 19. (N) 122 01 44. (W) SCALED <br> <b> NAVD 88 </b> 390.441 (meters) 1280.97 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.08 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 390.221 (meters) 1280.25 (feet) COMP <br> <b> MODELED GRAV</b> 980,049.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 657,890. </td><td> 1,997,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 389.598 (m) 1278.21 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL819120(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1277.957 R <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 4.3 MI NE FROM INGOT. 4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM THE PUBLIC SCHOOL AT INGOT, SHASTA COUNTY, THENCE 0.2 MILE EAST ACROSS COW CREEK ALONG THE OLD HIGHWAY TO THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO THE WARD RANCH, 67 FEET WEST OF THE CENTERLINE OF THE RANCH ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 12 FEET EAST OF AN ANGLE IN A FENCE LINE, AND AT THE FENCE LINE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1277.957 R AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 16 INCHES ABOVE GROUND. LU0156 1279.86 http://www.geocaching.com/mark/details.asp?PID=LU0156 1279.86 Geocache Geocache 1279.86 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1279.86</h1> <b> PID </b> LU0156 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 49 45. (N) 122 19 37. (W) SCALED <br> <b> NAVD 88 </b> 391.035 (meters) 1282.92 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.17 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 390.825 (meters) 1282.23 (feet) COMP <br> <b> MODELED GRAV</b> 980,077.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 666,150. </td><td> 1,972,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/56) 390.219 (m) 1280.24 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL567200(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1279.86 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 11.2 MI S FROM DELTA. 11.2 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT DELTA, SHASTA COUNTY, AT THE NORTH END OF A CUT, IN THE SOUTH END OF CULVERT C 90+16, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1279.86. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE IS A NEW CULVERT AT THIS LOCATION. LU0155 1287.48 http://www.geocaching.com/mark/details.asp?PID=LU0155 1287.48 Geocache Geocache 1287.48 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1287.48</h1> <b> PID </b> LU0155 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 49 06. (N) 122 19 25. (W) SCALED <br> <b> NAVD 88 </b> 393.376 (meters) 1290.60 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.23 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 393.164 (meters) 1289.91 (feet) COMP <br> <b> MODELED GRAV</b> 980,074.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 664,940. </td><td> 1,972,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 392.559 (m) 1287.92 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL570188(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1287.48 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 12 MI S FROM DELTA. 12.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT DELTA, SHASTA COUNTY, AT CULVERT C 49+23, IN THE NORTH END OF THE CULVERT, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1287.48. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE IS A NEW CULVERT AT THIS LOCATION. LU0898 13 http://www.geocaching.com/mark/details.asp?PID=LU0898 13 Geocache Geocache 13 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>13</h1> <b> PID </b> LU0898 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> IGO (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 36 30. (N) 122 30 43. (W) SCALED <br> <b> NAVD 88 </b> 372.724 (meters) 1222.85 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.13 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 372.523 (meters) 1222.19 (feet) COMP <br> <b> MODELED GRAV</b> 980,075.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 641,700. </td><td> 1,956,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (12/02/92) 371.887 (m) 1220.10 (f) ADJUSTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK412953(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 13 1219.79 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1.4 MI NW FROM SHASTA. 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT SHASTA, 80 YARDS SOUTHEAST OF A TURN OUT TO A DRINKING FOUNTAIN, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, 3.8 FEET SOUTHEAST OF THE NORTHWEST END, 3.3 FEET NORTHEAT OF THE SOUTHWEST END, 16.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.3 KM (7.00 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH CALIFORNIA STREET IN REDDING. LU0150 1307.53 http://www.geocaching.com/mark/details.asp?PID=LU0150 1307.53 Geocache Geocache 1307.53 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1307.53</h1> <b> PID </b> LU0150 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 46 28. (N) 122 18 51. (W) SCALED <br> <b> NAVD 88 </b> 399.450 (meters) 1310.53 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 399.237 (meters) 1309.83 (feet) COMP <br> <b> MODELED GRAV</b> 980,078.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 660,060. </td><td> 1,973,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/56) 398.638 (m) 1307.86 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL578139(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1307.53 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 7.3 MI N FROM PROJECT CITY. 7.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT PROJECT CITY, SHASTA COUNTY, 9 FEET WEST OF WOODEN HIGHWAY MARKER B 878+98, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST HEADWALL, AND 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1307.53. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION. LU0180 1320 B USGS http://www.geocaching.com/mark/details.asp?PID=LU0180 1320 B USGS Geocache Geocache 1320 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1320 B USGS</h1> <b> PID </b> LU0180 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> LAMOINE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 59 44. (N) 122 24 34. (W) SCALED <br> <b> NAVD 88 </b> 403.722 (meters) 1324.54 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 403.499 (meters) 1323.81 (feet) COMP <br> <b> MODELED GRAV</b> 980,060.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 684,650. </td><td> 1,965,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 402.84 (m) 1321.7 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL496384(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1321.356 B 1902 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1902 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 2.3 MI NE FROM LAMOINE. 2.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SIDING SIGN AT LAMOINE, 8 1/4 POLES NORTHEAST OF STEEL BRIDGE 302.25 OVER THE SACRAMENTO RIVER, 7 POLES NORTHEAST OF SEMAPHORE 3024, 24.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 1/2 FEET NORTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE, ABOUT 7 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND. LU0878 1320 USGS http://www.geocaching.com/mark/details.asp?PID=LU0878 1320 USGS Geocache Geocache 1320 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1320 USGS</h1> <b> PID </b> LU0878 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> FRENCH GULCH (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 39 41. (N) 122 37 38. (W) SCALED <br> <b> NAVD 88 </b> 402.756 (meters) 1321.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.70 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 402.520 (meters) 1320.60 (feet) COMP <br> <b> MODELED GRAV</b> 980,027.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 647,650. </td><td> 1,946,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 401.908 (m) 1318.59 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL315012(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 1318.252 B 1905 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1905 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 0.3 MI SE FROM TOWER HOUSE. 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 299 FROM TOWER HOUSE, SHASTA COUNTY, 300 FEET UP A ROAD LEADING TO THE OLD CAMDEN PIKE AND THE RANCH OF THEODORE BROWN IN 1935, ABOUT 200 FEET NORTH OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1318.252 B 1905. LU0157 1375.13 http://www.geocaching.com/mark/details.asp?PID=LU0157 1375.13 Geocache Geocache 1375.13 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1375.13</h1> <b> PID </b> LU0157 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> O'BRIEN (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 50 32. (N) 122 19 42. (W) SCALED <br> <b> NAVD 88 </b> 420.087 (meters) 1378.24 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 419.862 (meters) 1377.50 (feet) COMP <br> <b> MODELED GRAV</b> 980,076.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 667,600. </td><td> 1,972,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 419.272 (m) 1375.56 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL566214(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1375.13 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 10.3 MI S FROM DELTA. 10.3 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT DELTA, SHASTA COUNTY, AT CULVERT C 138+42, IN THE NORTH END OF THE WEST HEADWALL, AND 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1375.13. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 THERE IS A NEW CULVERT AT THIS LOCATION. LU0899 14 http://www.geocaching.com/mark/details.asp?PID=LU0899 14 Geocache Geocache 14 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14</h1> <b> PID </b> LU0899 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> IGO (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 36 25. (N) 122 30 36. (W) SCALED <br> <b> NAVD 88 </b> 360.509 (meters) 1182.77 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.14 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 360.314 (meters) 1182.13 (feet) COMP <br> <b> MODELED GRAV</b> 980,076.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 1 </td><td> 641,540. </td><td> 1,956,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (12/02/92) 359.701 (m) 1180.12 (f) ADJUSTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK414952(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 14 1179.80 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1.3 MI NW FROM SHASTA. 1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT SHASTA, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT B 183.91, 3.9 FEET SOUTHEAST OF THE NORTHWEST END, 3.3 FEET NORTHEAST OF THE SOUTHWEST END, 16.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.1 KM (6.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH CALIFORNIA STREET IN REDDING. LT0408 14 M USGS http://www.geocaching.com/mark/details.asp?PID=LT0408 14 M USGS Geocache Geocache 14 M USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14 M USGS</h1> <b> PID </b> LT0408 <br> <b> STATE/COUNTY</b> CA/SHASTA <br> <b> USGS QUAD </b> MANZANITA LAKE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 40 35 59. (N) 121 31 52. (W) SCALED <br> <b> NAVD 88 </b> 1592.309 (meters) 5224.10 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -23.83 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1591.016 (meters) 5219.86 (feet) COMP <br> <b> MODELED GRAV</b> 979,756.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential level