Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com KS0626 1 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0626 1 CAHD Geocache Geocache 1 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 CAHD</h1> <b> PID </b> KS0626 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> BERRY CREEK (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 44 52. (N) 121 29 00. (W) SCALED <br> <b> NAVD 88 </b> 674.301 (meters) 2212.27 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 673.835 (meters) 2210.74 (feet) COMP <br> <b> MODELED GRAV</b> 979,913.0 (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 2 </td><td> 731,150. </td><td> 2,044,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 673.534 (m) 2209.75 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SFK299008(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 2217.23 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 5.5 MI SW FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 4.85 MILES SOUTHWEST ALONG STATE HIGHWAY 24, NORTH AND ACROSS THE HIGHWAY FROM THE GRAND VIEW LODGE, IN THE TOP OF THE SOUTHEAST CORNER OF A SQUARE CONCRETE DRAIN BOX NO. C 51+37, 0.3 FOOT NORTHWEST OF THE SOUTHEAST EDGE, 0.2 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE BOX, 16.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 MARK NOT FOUND. KS0617 10 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0617 10 CAHD Geocache Geocache 10 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10 CAHD</h1> <b> PID </b> KS0617 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 46 01. (N) 121 27 54. (W) SCALED <br> <b> NAVD 88 </b> 595.370 (meters) 1953.31 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 594.954 (meters) 1951.94 (feet) COMP <br> <b> MODELED GRAV</b> 979,908.2 (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 2 </td><td> 733,290. </td><td> 2,045,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 594.600 (m) 1950.78 (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: 10SFK314030(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1958.23 10 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 3.2 MI S FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 2.6 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF HIGHWAY CULVERT NO. C 167+28.8, 0.4 FOOT SOUTH OF THE END OF THE CULVERT, 18 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1053 101 B USGS http://www.geocaching.com/mark/details.asp?PID=KS1053 101 B USGS Geocache Geocache 101 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 B USGS</h1> <b> PID </b> KS1053 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> HONCUT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 21 51. (N) 121 36 30. (W) SCALED <br> <b> NAVD 88 </b> 31.518 (meters) 103.41 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.36 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 31.500 (meters) 103.35 (feet) COMP <br> <b> MODELED GRAV</b> 980,059.1 (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 2 </td><td> 688,510. </td><td> 2,033,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 30.826 (m) 101.14 (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: 10SFJ198581(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 101 B B D 1909 CAL <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19870325</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040324</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 4.9 MI E FROM GRIDLEY. 4.9 MILES EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT GRIDLEY, AT ROBINSON CORNER, 180 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 24, ABOUT 105 YARDS SOUTH OF THE SOUTHEAST CORNER OF A LARGE BUILDING, 38 FEET SOUTH OF A LARGE FORKED LIVE OAK TREE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF A WITNESS POST, 0.8 FOOT WEST OF A FENCE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) MARK NOT FOUND. KS1051 102 B USGS http://www.geocaching.com/mark/details.asp?PID=KS1051 102 B USGS Geocache Geocache 102 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 B USGS</h1> <b> PID </b> KS1051 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 22 00. (N) 121 38 49. (W) SCALED <br> <b> NAVD 88 </b> 31.509 (meters) 103.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.42 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 31.491 (meters) 103.32 (feet) COMP <br> <b> MODELED GRAV</b> 980,064.7 (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 2 </td><td> 688,770. </td><td> 2,030,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 30.815 (m) 101.10 (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: 10SFJ165583(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 102 B E 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040324</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 2.7 MI E FROM GRIDLEY. 2.7 MILES EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT GRIDLEY, AT THE WEST END OF THE BRIDGE OVER FEATHER RIVER, IN THE TOP OF THE NORTHWEST WING WALL, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) MARK NOT FOUND. KS1034 106 BB USGS http://www.geocaching.com/mark/details.asp?PID=KS1034 106 BB USGS Geocache Geocache 106 BB USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>106 BB USGS</h1> <b> PID </b> KS1034 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> HONCUT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 19 43. (N) 121 32 04. (W) SCALED <br> <b> NAVD 88 </b> 33.264 (meters) 109.13 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.25 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 33.246 (meters) 109.07 (feet) COMP <br> <b> MODELED GRAV</b> 980,061.9 (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 2 </td><td> 684,590. </td><td> 2,040,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 32.574 (m) 106.87 (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: 10SFJ263542(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: CAL 106 BB S 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 7.3 MI SE FROM PALERMO. 7.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT PALERMO, AT HONCUT, AT THE NORTHWEST CORNER OF THE HONCUT SCHOOL, 17.8 FEET WEST OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING, 1.2 FEET WEST OF THE WEST WALL, 0.8 FOOT SOUTH OF THE NORTHWEST CORNER, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. KS0616 11 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0616 11 CAHD Geocache Geocache 11 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>11 CAHD</h1> <b> PID </b> KS0616 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 46 14. (N) 121 27 55. (W) SCALED <br> <b> NAVD 88 </b> 583.126 (meters) 1913.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 582.720 (meters) 1911.81 (feet) COMP <br> <b> MODELED GRAV</b> 979,912.7 (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 2 </td><td> 733,690. </td><td> 2,045,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 582.358 (m) 1910.62 (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: 10SFK314034(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1918.08 11 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 3 MI S FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 2.3 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF AN L SHAPE CONCRETE CULVERT NO. C 181+45, 0.4 FOOT WEST OF THE EAST END, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS0615 12 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0615 12 CAHD Geocache Geocache 12 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>12 CAHD</h1> <b> PID </b> KS0615 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 46 22. (N) 121 27 46. (W) SCALED <br> <b> NAVD 88 </b> 573.081 (meters) 1880.18 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.04 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 572.681 (meters) 1878.87 (feet) COMP <br> <b> MODELED GRAV</b> 979,910.9 (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 2 </td><td> 733,930. </td><td> 2,046,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 572.312 (m) 1877.66 (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: 10SFK316036(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1885.10 12 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 2.8 MI S FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 2.1 MILES SOUTH ALONG THE STATE HIGHWAY 24, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF AN L SHAPE CONCRETE CULVERT NO. C 191+00 AND 0.4 FOOT SOUTHEAST OF THE NORTHWEST END, 18.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1029 121 BB USGS http://www.geocaching.com/mark/details.asp?PID=KS1029 121 BB USGS Geocache Geocache 121 BB USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>121 BB USGS</h1> <b> PID </b> KS1029 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PALERMO (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 23 07. (N) 121 32 43. (W) SCALED <br> <b> NAVD 88 </b> 37.727 (meters) 123.78 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 37.705 (meters) 123.70 (feet) COMP <br> <b> MODELED GRAV</b> 980,066.0 (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 2 </td><td> 690,880. </td><td> 2,039,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 37.038 (m) 121.52 (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: 10SFJ252605(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: CAL 121 BBR 1909 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 3.4 MI SE FROM PALERMO. 3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT PALERMO, ABOUT 6 POLES NORTHWEST OF MILEPOST 139, AT COXLANE CROSSING 139.2, AT A POWER LINE CROSSING, 44.0 FEET EAST OF THE EAT RAIL, 33 1/2 FEET SOUTH OF THE CENTER LINE OF COXLANE, 6.7 FEET SOUTH OF THE COXLANE RIGHT-OF-WAY FENCE, 2 1/2 FEET SOUTHWEST OF TELEPHONE POLE 644, IN LINE WITH A ROW OF TELEPHONE POLES, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1949) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS0614 13 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0614 13 CAHD Geocache Geocache 13 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>13 CAHD</h1> <b> PID </b> KS0614 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 46 30. (N) 121 27 35. (W) SCALED <br> <b> NAVD 88 </b> 559.184 (meters) 1834.59 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.01 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 558.792 (meters) 1833.30 (feet) COMP <br> <b> MODELED GRAV</b> 979,908.9 (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 2 </td><td> 734,180. </td><td> 2,046,290. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 558.414 (m) 1832.06 (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: 10SFK319039(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1839.50 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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 2.4 MI S FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 1.8 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF AN L SHAPE CONCRETE CULVERT NO. C 209+00, 0.4 FOOT WEST OF THE EAST END, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS0631 1315.7 PGE http://www.geocaching.com/mark/details.asp?PID=KS0631 1315.7 PGE Geocache Geocache 1315.7 PGE PG+E Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1315.7 PGE</h1> <b> PID </b> KS0631 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 47 13. (N) 121 26 48. (W) SCALED <br> <b> NAVD 88 </b> 401.96 (+/-2cm) 1318.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.86 (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 2 </td><td> 735,520. </td><td> 2,047,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 401.188 (m) 1316.23 (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: 10SFK330052(NAD 83) <br>MARKER: X = CHISELED CROSS <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <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>UNK </td><td>MONUMENTED </td><td>PG+E</td></tr><tr><td>1936 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1936 1.4 MI S FROM PULGA. 1.4 MILES SOUTH ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT PULGA, BUTTE COUNTY, AT BRIDGE NO. 237.62 OVER A GULLY, ON THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE, AND NEAR THE PAINTED NUMBERS 1315.7. A CHISELED CROSS. KS1105 14 http://www.geocaching.com/mark/details.asp?PID=KS1105 14 Geocache Geocache 14 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14</h1> <b> PID </b> KS1105 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> RICHARDSON SPRINGS (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 47 51. (N) 121 50 38. (W) SCALED <br> <b> NAVD 88 </b> 76.794 (meters) 251.95 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 76.755 (meters) 251.82 (feet) COMP <br> <b> MODELED GRAV</b> 980,114.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>This mark is at Chico Municipal Airport (CIC) <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 2 </td><td> 736,550. </td><td> 2,013,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 76.084 (m) 249.62 (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: 10SEK989059(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 14 1909 249 <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880718</td><td>GOOD </td><td>NGS</td></tr><tr><td>19971011</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AT CHICO MUNICIPAL AIRPORT. AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 570 FEET EAST OF GATE 2 (FIRST STREET ENTRANCE), AT A RIGHT-ANGLE TURN IN THE OLD LOCATION OF THE RICHARDSON SPRINGS ROAD, 132 FEET EAST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT AT THE WEST END OF THE CURVE, ON THE PROLONGATION TO THE EAST OF THE CENTERLINE OF THE OLD ROAD, 33 FEET SOUTHEAST OF A GATEPOST AT THE EAST END OF A 4-FOOT ROCK FENCE, 15 FEET SOUTH OF THE CENTERLINE OF A FARM LANE LEADING EAST, AND 1.5 FEET WEST OF A BARBED-WIRE FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 14 1909 249 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1133 152 B http://www.geocaching.com/mark/details.asp?PID=KS1133 152 B Geocache Geocache 152 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>152 B</h1> <b> PID </b> KS1133 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> CHICO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 38 19. (N) 121 47 47. (W) SCALED <br> <b> NAVD 88 </b> 47.419 (meters) 155.57 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.56 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 47.395 (meters) 155.50 (feet) COMP <br> <b> MODELED GRAV</b> 980,126.8 (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 2 </td><td> 718,920. </td><td> 2,017,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 46.708 (m) 153.24 (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: 10SFJ032883(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 152 B 153.071 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>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880708</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 0.4 MI SE FROM DURHAM. ABOUT 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT DURHAM, BUTTE COUNTY, ABOUT 9-3/4 POLES SOUTHEAST OF MILEPOST 178, 35 FEET NORTHEAST OF THE TRACK, AND 15 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. NOTE-- THIS MARK APPEARS TO HAVE BEEN HIT BY A HEAVY OBJECT. IT IS LEANING AT AN ANGLE OF 20 DEGREES FROM VERTICAL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS1083 156 B http://www.geocaching.com/mark/details.asp?PID=KS1083 156 B Geocache Geocache 156 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>156 B</h1> <b> PID </b> KS1083 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> NORD (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 48 35. (N) 121 58 39. (W) SCALED <br> <b> NAVD 88 </b> 48.585 (meters) 159.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.73 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 48.561 (meters) 159.32 (feet) COMP <br> <b> MODELED GRAV</b> 980,128.2 (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 2 </td><td> 737,900. </td><td> 2,001,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 47.863 (m) 157.03 (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: 10SEK875071(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 156 B 156.709 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>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880713</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 9.4 MI SE FROM VINA. 9.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT VINA, ABOUT 82 YARDS NORTH OF THE CROSSING AT THE SIGN ANITA, 26 1/2 FEET NORTHWEST OF THE ELEVENTH POLE SOUTH OF MILEPOST 194, 24.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS1158 160 BB USGS http://www.geocaching.com/mark/details.asp?PID=KS1158 160 BB USGS Geocache Geocache 160 BB USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>160 BB USGS</h1> <b> PID </b> KS1158 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> SHIPPEE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 30 33. (N) 121 39 04. (W) SCALED <br> <b> NAVD 88 </b> 49.86 (+/-2cm) 163.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.88 (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 2 </td><td> 704,590. </td><td> 2,030,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 49.152 (m) 161.26 (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: 10SFJ159741(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: CAL 160 B B 6 1909 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 AT OROVILLE JUNCTION. AT OROVILLE JUNCTION, IN THE NORTHWEST CORNER OF THE FLORAL SCHOOL YARD, ABOUT 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 41.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 32.5 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD CROSSING THE RAILROAD, 2.8 FEET SOUTHEAST OF A CORNER FENCE POST IN THE NORTHWEST CORNER OF THE SCHOOL YARD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1204 173 B http://www.geocaching.com/mark/details.asp?PID=KS1204 173 B Geocache Geocache 173 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>173 B</h1> <b> PID </b> KS1204 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> OROVILLE (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 30 44. (N) 121 33 23. (W) SCALED <br> <b> NAVD 88 </b> 53.679 (meters) 176.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.63 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 53.649 (meters) 176.01 (feet) COMP <br> <b> MODELED GRAV</b> 980,070.2 (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 2 </td><td> 704,960. </td><td> 2,038,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 52.983 (m) 173.83 (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: 10SFJ241746(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 173 BB 1 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880727</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AT OROVILLE. AT OROVILLE, AT THE WEST CORNER OF THE INTERSECTION OF HUNTOON AND ROBINSON STREETS, 0.1 MILE NORTHEAST OF THE POST OFFICE, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTHEAST WALL AND AT THE NORTH CORNER OF THE JAIL, 1.0 FOOT SOUTHEAST OF THE NORTH CORNER OF THE JAIL, AND ABOUT 4 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0606 2 1557+61.50 WPRR http://www.geocaching.com/mark/details.asp?PID=KS0606 2 1557+61.50 WPRR Geocache Geocache 2 1557+61.50 WPRR WPRR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2 1557+61.50 WPRR</h1> <b> PID </b> KS0606 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 49 19. (N) 121 25 28. (W) SCALED <br> <b> NAVD 88 </b> 441.552 (meters) 1448.66 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.53 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 441.235 (meters) 1447.62 (feet) COMP <br> <b> MODELED GRAV</b> 979,897.0 (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 2 </td><td> 739,410. </td><td> 2,049,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 440.625 (m) 1445.62 (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: 10SFK348091(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BOULDER <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>WPRR</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 1.9 MI NE FROM PULGA. 1.9 MILES NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT PULGA, BUTTE COUNTY, AT MAYARO SIDING, NEAR MILEPOST 241, 30 FEET SOUTHEAST OF THE TRACK, AND ON THE TOP OF A BOULDER. THE HIGHEST POINT OF A CHISELED SQUARE. KS0625 2 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0625 2 CAHD Geocache Geocache 2 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2 CAHD</h1> <b> PID </b> KS0625 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 45 01. (N) 121 28 56. (W) SCALED <br> <b> NAVD 88 </b> 667.778 (meters) 2190.87 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.29 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 667.316 (meters) 2189.35 (feet) COMP <br> <b> MODELED GRAV</b> 979,913.7 (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. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <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 2 </td><td> 731,430. </td><td> 2,044,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 667.011 (m) 2188.35 (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: 10SFK300011(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 2196.05 2 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 5.4 MI SW FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 24, 0.15 MILE NORTH OF THE GRAND VIEW LODGE, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF HIGHWAY CULVERT NO. C 60+54.8, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE WEST CONCRETE HEADWALL, ABOUT LEVEL WITH THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 U.S. HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) MARK NOT FOUND. KS1095 201 B http://www.geocaching.com/mark/details.asp?PID=KS1095 201 B Geocache Geocache 201 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>201 B</h1> <b> PID </b> KS1095 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> CHICO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 43 48. (N) 121 50 38. (W) SCALED <br> <b> NAVD 88 </b> 62.195 (meters) 204.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.43 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 62.164 (meters) 203.95 (feet) COMP <br> <b> MODELED GRAV</b> 980,128.4 (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 2 </td><td> 729,060. </td><td> 2,013,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 61.487 (m) 201.73 (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: 10SEJ990984(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 201 B 201.538 1902 <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>1902 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880718</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 AT CHICO. AT CHICO, BUTTE COUNTY, AT THE CHICO STATE TEACHERS COLLEGE, AT THE SOUTHWEST CORNER OF THE TRAINING SCHOOL BUILDING, IN THE WEST FACE OF THE BRICK FOUNDATION AND ABOUT 3 FEET HIGHER THAN THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. AH9374 203 http://www.geocaching.com/mark/details.asp?PID=AH9374 203 Geocache Geocache 203 CA-007 CA-007 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>203</h1> <b> PID </b> AH9374 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> BIGGS (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 24 53. (N) 121 41 44. (W) SCALED <br> <b> NAVD 88 </b> 30.321 (meters) 99.48 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.29 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 30.305 (meters) 99.43 (feet) COMP <br> <b> MODELED GRAV</b> 980,082.5 (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 July 2002. No vertical observational check was made to the station. <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 2 </td><td> 694,090. </td><td> 2,026,220. </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: 10SFJ122636(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: CULVERT HEADWALL <br>STAMPING: 203 <br>MARK LOGO: CA-007 <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <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>CA-007</td></tr><tr><td>19990428</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) 1.3 KM (0.80 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN BIGGS, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 9.5 M (31.2 FT) NORTH OF THE STREET CENTERLINE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1205 205 B http://www.geocaching.com/mark/details.asp?PID=KS1205 205 B Geocache Geocache 205 B USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>205 B</h1> <b> PID </b> KS1205 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> OROVILLE (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 30 31. (N) 121 33 12. (W) SCALED <br> <b> NAVD 88 </b> 63.436 (meters) 208.12 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.64 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 63.401 (meters) 208.01 (feet) COMP <br> <b> MODELED GRAV</b> 980,070.1 (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 2 </td><td> 704,560. </td><td> 2,038,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 62.740 (m) 205.84 (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: 10SFJ243742(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: 205 BB 1909 CAL <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880727</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AT OROVILLE. AT OROVILLE, ABOUT 0.1 MILE EAST OF THE INTERSECTION OF LINCOLN STREET AND EHMANN AVENUE, 0.05 MILE WEST OF THE JUNCTION OF MYERS AND PARK AVENUES, AT THE SOUTHWEST EDGE OF A PARKING AREA BEHIND THE DAHLMEIR BROTHERS INSURANCE AND REAL ESTATE BUILDING, 105 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 70 FEET NORTHEAST OF THREE PALM TREES, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF SPUR TRACK, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0630 2087.00 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0630 2087.00 CAHD Geocache Geocache 2087.00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2087.00 CAHD</h1> <b> PID </b> KS0630 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> BERRY CREEK (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 43 36. (N) 121 29 39. (W) SCALED <br> <b> NAVD 88 </b> 637.363 (meters) 2091.08 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 636.930 (meters) 2089.66 (feet) COMP <br> <b> MODELED GRAV</b> 979,927.1 (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 2 </td><td> 728,800. </td><td> 2,043,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 636.604 (m) 2088.59 (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: 10SFJ290985(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: CHC BM 2087.00 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 7.4 MI SW FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 24, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE WALL OF A L SHAPE CULVERT, ABOUT 150 FEET SOUTH OF THE NORTH END OF A LARGE CUT, 18.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT NORTH OF THE SOUTH END OF A CONCRETE DRAIN CULVERT, ABOUT LEVEL WITH THE HIGHWAY. NOTE-- STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. <p> <h2>STATION RECOVERY (1956) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS0629 2194.21 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0629 2194.21 CAHD Geocache Geocache 2194.21 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2194.21 CAHD</h1> <b> PID </b> KS0629 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> BERRY CREEK (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 43 55. (N) 121 29 40. (W) SCALED <br> <b> NAVD 88 </b> 670.096 (meters) 2198.47 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 669.639 (meters) 2196.97 (feet) COMP <br> <b> MODELED GRAV</b> 979,923.6 (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 2 </td><td> 729,380. </td><td> 2,043,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 669.336 (m) 2195.98 (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: 10SFJ290990(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: CHC BM 2194.21 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 7.1 MI SW FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 6.45 MILES SOUTHWEST ALONG THE STATE HIGHWAY 24, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE WALL OF A L SHAPE CONCRETE CULVERT NO. B 1079+50 AT THE JUNCTION OF A GRAVEL ROAD, 18.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE WALL OF THE CULVERT, ABOUT LEVEL WITH THE HIGHWAY. 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. <p> <h2>STATION RECOVERY (1956) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) MARK NOT FOUND. KS1187 2655 BB http://www.geocaching.com/mark/details.asp?PID=KS1187 2655 BB Geocache Geocache 2655 BB USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2655 BB</h1> <b> PID </b> KS1187 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> OROVILLE (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 34 54. (N) 121 37 06. (W) SCALED <br> <b> NAVD 88 </b> 81.837 (meters) 268.49 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.55 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 81.791 (meters) 268.34 (feet) COMP <br> <b> MODELED GRAV</b> 980,066.8 (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. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <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 2 </td><td> 712,650. </td><td> 2,032,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 81.116 (m) 266.13 (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: 10SFJ186822(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 2655 BB 13 1909 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880727</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT WICKS CORNER. AT WICKS CORNER, 0.2 MILE NORTH ALONG OR PENTZ MAGALIA ROAD FROM THE BILL CARSON TEXACO SERVICE STATION, IN R3E T20N, AT THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHWEST TO CHICO, 31 FEET WEST OF THE CENTER LINE OF ORO PENTZ MAGALIA ROAD, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 3.7 FEET SOUTHEAST OF A 4- BY 4-INCH WOODEN POST SUPPORTING A CHICO 16 SIGN, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 9.9 KM (6.15 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE JUNCTION OF MONTGOMERY STREET IN OROVILLE, 43.2 M (141.7 FT) NORTH OF THE NORTH END OF THE WEST CULVERT HEADWALL, 23.5 M (77.1 FT) SOUTH OF A FENCE CORNER, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF THE BOULEVARD, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE THAT PROJECTS 0.06 M (0.2 FT) ABOVE THE GROUND SURFACE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS0624 3 CAHD http://www.geocaching.com/mark/details.asp?PID=KS0624 3 CAHD Geocache Geocache 3 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>3 CAHD</h1> <b> PID </b> KS0624 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> PULGA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 45 20. (N) 121 28 56. (W) SCALED <br> <b> NAVD 88 </b> 655.289 (meters) 2149.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.25 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 654.838 (meters) 2148.41 (feet) COMP <br> <b> MODELED GRAV</b> 979,917.0 (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 2 </td><td> 732,010. </td><td> 2,044,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 654.525 (m) 2147.39 (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: 10SFK300017(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 2154.88 3 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 <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>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr><tr><td>20040324</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 5 MI SW FROM PULGA. 0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT PULGA, THENCE 4.35 MILES SOUTHWEST ALONG STATE HIGHWAY 24, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF HIGHWAY CULVERT NO. C 78+34.75, 25 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF THE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE. NOTE-- 1974 U.S. HIGHWAY 40 IS NOW STATE HIGHWAY 70. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RLM) RECOVERED IN GOOD CONDITION. KS1193 300 BB http://www.geocaching.com/mark/details.asp?PID=KS1193 300 BB Geocache Geocache 300 BB USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>300 BB</h1> <b> PID </b> KS1193 <br> <b> STATE/COUNTY</b> CA/BUTTE <br> <b> USGS QUAD </b> OROVILLE (1970) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 32 32. (N) 121 35 08. (W) SCALED <br> <b> NAVD 88 </b> 93.021 (meters) 305.19 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.60 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 92.968 (meters) 305.01 (feet) COMP <br> <b> MODELED GRAV</b> 980,064.7 (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 2 </td><td> 708,280. </td><td> 2,035,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 92.296 (m) 302.81 (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: 10SFJ215779(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 300 B 12 1909 <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880727</td><td>POOR </td><td>NGS</td></tr><tr><td>20040324</td><td>POOR </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 3.4 MI NW FROM OROVILLE. 0.1 MILE NORTHWEST ALONG OAK STREET FROM THE POST OFFICE AT OROVILLE, THENCE 0.6 MILE NORTHEAST ALONG MONTGOMERY STREET (ALTERNATE U.S. HIGHWAY 40), THENCE 2.7 MILES NORTHWEST ALONG CHICO HIGHWAY, 0.15 MILE WEST OF A PRIVATE RESIDENCE ON THE NORTH SIDE OF THE ROAD, ABOUT 300 FEET EAST OF A BARN, ABOUT 200 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A LARGE CORRUGATED METAL TOPPED FEEDING PEN, IN R3E T20N, ALONG THE BOTTOM OF A DITCH, 50 FEET EAST OF THE EAST EDGE OF A DRAI