Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com EW6240 000017 http://www.geocaching.com/mark/details.asp?PID=EW6240 000017 Geocache Geocache 000017 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000017</h1> <b> PID </b> EW6240 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 19. (N) 119 07 22. (W) SCALED <br> <b> NAVD 88 </b> 3.15 (+/-2cm) 10.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 5 </td><td> 567,720. </td><td> 1,896,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.415 (m) 7.92 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 11SLT041758(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.6 MILES WEST TO L AVENUE, THENCE 0.4 MILES NORTH TO 17TH STREET, THENCE EAST FOR 0.2 MILE. THE MARK IS 10 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 3.4 FEET SOUTH OF CAMERA STATION 33 AND 34. EW6235 000018 USN http://www.geocaching.com/mark/details.asp?PID=EW6235 000018 USN Geocache Geocache 000018 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000018 USN</h1> <b> PID </b> EW6235 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 21. (N) 119 07 23. (W) SCALED <br> <b> NAVD 88 </b> 3.03 (+/-2cm) 9.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 567,780. </td><td> 1,896,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.297 (m) 7.54 (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: 11SLT041759(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE EAST ALONG 17TH STREET, 18.6 FEET NORTH OF THE CENTER OF 17TH STREET, 14.8 FEET SOUTH OF THE NORTH EDGE OF A SMALL GRAVELED AREA, 6.4 FEET EAST OF BOWEN CAMERA STATION NO. 35-36. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH DIAMETER CONCRETE POST. EW6238 000019 USN http://www.geocaching.com/mark/details.asp?PID=EW6238 000019 USN Geocache Geocache 000019 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000019 USN</h1> <b> PID </b> EW6238 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 21. (N) 119 07 25. (W) SCALED <br> <b> NAVD 88 </b> 3.00 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 567,780. </td><td> 1,896,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.265 (m) 7.43 (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: 11SLT041759(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.35 MILE WEST ALONG 17TH STREET, 25.6 FEET NORTH OF THE CENTER OF 17TH STREET, 6.2 FEET EAST OF BOWEN CAMERA STATION 37-38, 2.7 FEET WEST OF A GAS MAIN AND IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. THE PIPE IS SET IN A 6-INCH DIAMETER CONCRETE POST. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 RECOVERED IN GOOD CONDITION. EW6216 000020 USN http://www.geocaching.com/mark/details.asp?PID=EW6216 000020 USN Geocache Geocache 000020 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000020 USN</h1> <b> PID </b> EW6216 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 27. (N) 119 07 35. (W) SCALED <br> <b> NAVD 88 </b> 3.03 (+/-2cm) 9.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 567,970. </td><td> 1,896,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.297 (m) 7.54 (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: 11SLT038761(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.5 MILE WEST ALONG 17TH STREET, 17.4 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 10 FEET NORTH OF A DITCH, 6.3 FEET EAST-SOUTHEAST OF BOWEN CAMERA STATION NO. 39-40. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET IN A 6-INCH SQUARE CONCRETE POST. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 RECOVERED IN GOOD CONDITION. EW6217 000021 USN http://www.geocaching.com/mark/details.asp?PID=EW6217 000021 USN Geocache Geocache 000021 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000021 USN</h1> <b> PID </b> EW6217 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 27. (N) 119 07 35. (W) SCALED <br> <b> NAVD 88 </b> 3.02 (+/-2cm) 9.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 567,970. </td><td> 1,896,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.286 (m) 7.50 (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: 11SLT038761(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.5 MILE WEST ALONG 17TH STREET, 89 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO. 39-40, 17 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 6.2 FEET SOUTHEAST OF BOWEN CAMERA STATION NO. 41-42. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST. EW6188 000022 USN http://www.geocaching.com/mark/details.asp?PID=EW6188 000022 USN Geocache Geocache 000022 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000022 USN</h1> <b> PID </b> EW6188 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 29. (N) 119 07 39. (W) SCALED <br> <b> NAVD 88 </b> 3.00 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 568,030. </td><td> 1,895,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.265 (m) 7.43 (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: 11SLT037761(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.55 MILE WEST ALONG 17TH STREET, 90 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO. 41-42, 15 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 14 FEET NORTH OF A DITCH, 6 FEET SOUTHEAST OF BOWEN CAMERA STATION NO. 43-44. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 1/2-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST. EW6189 000023 USN http://www.geocaching.com/mark/details.asp?PID=EW6189 000023 USN Geocache Geocache 000023 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000023 USN</h1> <b> PID </b> EW6189 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 28. (N) 119 07 49. (W) SCALED <br> <b> NAVD 88 </b> 3.00 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 568,010. </td><td> 1,895,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.269 (m) 7.44 (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: 11SLT035761(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST ALONG 17TH STREET, 90 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO. 43-44, 15 FEET SOUTHWEST OF THE CENTER OF 17TH STREET AND 6 FEET SOUTHEAST OF BOWEN CAMERA STATION NO. 45-46. THE MARK IS A 3/4-INCH PIPE WHICH IS SET IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES. THE PIPE IS BENT AND APPEARS TO HAVE BEEN STRUCK BY HEAVY MACHINERY. EW6559 000024 USN http://www.geocaching.com/mark/details.asp?PID=EW6559 000024 USN Geocache Geocache 000024 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000024 USN</h1> <b> PID </b> EW6559 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 35. (N) 119 07 37. (W) SCALED <br> <b> NAVD 88 </b> 3.07 (+/-2cm) 10.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.09 (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 5 </td><td> 568,220. </td><td> 1,896,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.338 (m) 7.67 (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: 11SLT038763(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.3 MILE WEST ALONG 17TH STREET, 39 FEET NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND A TRANSFORMER, 17.3 FEET NORTH-NORTHEAST OF THE CENTER OF 17TH STREET AND 6 FEET EAST-SOUTHEAST OF BOWEN CAMERA STATION NO. 47-48. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH IS SET IN A 6-INCH SQUARE CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EW6177 000025 USN http://www.geocaching.com/mark/details.asp?PID=EW6177 000025 USN Geocache Geocache 000025 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000025 USN</h1> <b> PID </b> EW6177 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 36. (N) 119 07 49. (W) SCALED <br> <b> NAVD 88 </b> 3.05 (+/-2cm) 10.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 568,250. </td><td> 1,895,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.314 (m) 7.59 (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: 11SLT035764(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.35 MILE WEST ALONG 17TH STREET, 16.7 FEET NORTH OF THE CENTER OF 17TH STREET, 27 FEET NORTH OF THE NORTH ONE OF TWO MANHOLE COVERS, 6.4 FEET EAST-SOUTHEAST OF BOWEN CAMERA STATION NO. 49-50. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST. EW6209 000026 USN http://www.geocaching.com/mark/details.asp?PID=EW6209 000026 USN Geocache Geocache 000026 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000026 USN</h1> <b> PID </b> EW6209 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 21. (N) 119 07 43. (W) SCALED <br> <b> NAVD 88 </b> 2.99 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 567,790. </td><td> 1,895,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.252 (m) 7.39 (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: 11SLT036759(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE SOUTHERLY ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG AN ASPHALT ROAD, 15 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET NORTH OF THE SOUTH EDGE OF A GRAVELED AREA, 6 FEET EAST OF BOWEN CAMERA STATION NO. 51-52 AND IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST. EW6208 000027 USN http://www.geocaching.com/mark/details.asp?PID=EW6208 000027 USN Geocache Geocache 000027 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000027 USN</h1> <b> PID </b> EW6208 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 21. (N) 119 07 42. (W) SCALED <br> <b> NAVD 88 </b> 3.02 (+/-2cm) 9.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 567,790. </td><td> 1,895,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.278 (m) 7.47 (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: 11SLT036759(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE SOUTHERLY ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG AN ASPHALT ROAD, 90 FEET WEST OF BOWEN CAMERA STATION 51-52, 14 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET NORTH OF THE SOUTH EDGE OF A GRAVELED AREA, 6.2 FEET EAST OF BOWEN CAMERA STATION 53-54 AND IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET IN AN 8-INCH SQUARE CONCRETE POST. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 RECOVERED IN GOOD CONDITION. EW6163 000029 USN http://www.geocaching.com/mark/details.asp?PID=EW6163 000029 USN Geocache Geocache 000029 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000029 USN</h1> <b> PID </b> EW6163 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 23. (N) 119 07 43. (W) SCALED <br> <b> NAVD 88 </b> 2.98 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 567,850. </td><td> 1,895,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.243 (m) 7.36 (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: 11SLT036759(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAVAL AIR STA. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE WEST ALONG AN ASPHALT ROAD, 18.4 FEET SOUTHEAST OF A SILVER PAINTED TANK, 12.5 FEET SOUTH OF THE CENTER OF THE ROAD, 8 FEET NORTH OF THE SOUTH EDGE OF A GRAVELED AREA AND 5.9 FEET EAST OF BOWEN CAMERA STATION NO. 57-58. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS SET IN A CONCRETE POST 6 INCHES IN DIAMETER. EW6230 000030 USN http://www.geocaching.com/mark/details.asp?PID=EW6230 000030 USN Geocache Geocache 000030 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000030 USN</h1> <b> PID </b> EW6230 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 28. (N) 119 07 48. (W) SCALED <br> <b> NAVD 88 </b> 3.07 (+/-2cm) 10.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 568,000. </td><td> 1,895,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.336 (m) 7.66 (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: 11SLT035761(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AT POINT MUGU. AT POINT MUGU, AT THE U.S. NAVAL AIR MISSILE TEST CENTER, POINT MUGU, 0.1 MILE NORTHEAST OF BUILDING NO 81, AT BOWEN CAMERA STATION NO 59-60, 22 FEET NORTHWEST OF THE CENTER LINE OF M AVENUE, 6.6 FEET EAST OF THE NORTH CORNER OF THE CAMERA BOX, A NAIL LEADED IN THE CENTER OF A 3/4 INCH IRON PIPE PROJECTING 0.2 FOOT, AND ABOUT LEVEL WITH THE AVENUE. EW6173 000031 http://www.geocaching.com/mark/details.asp?PID=EW6173 000031 Geocache Geocache 000031 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000031</h1> <b> PID </b> EW6173 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 15. (N) 119 08 02. (W) SCALED <br> <b> NAVD 88 </b> 3.06 (+/-2cm) 10.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 567,610. </td><td> 1,895,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.32 (m) 7.6 (f) COMPUTED 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: 11SLT031757(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.15 MILES WEST ALONG BEACH ROAD. THE MARK IS 15 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 11.9 FEET NORTH OF CAMERA STATION 61 AND 62. EW6176 000032 http://www.geocaching.com/mark/details.asp?PID=EW6176 000032 Geocache Geocache 000032 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000032</h1> <b> PID </b> EW6176 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 17. (N) 119 08 09. (W) SCALED <br> <b> NAVD 88 </b> 3.32 (+/-2cm) 10.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 567,670. </td><td> 1,895,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.58 (m) 8.5 (f) COMPUTED 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: 11SLT029758(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.3 MILES WEST ALONG BEACH ROAD. THE MARK IS 27 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 8.8 FEET EAST OF CAMERA STATION 63 AND 64. EW6179 000033 http://www.geocaching.com/mark/details.asp?PID=EW6179 000033 Geocache Geocache 000033 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000033</h1> <b> PID </b> EW6179 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 19. (N) 119 08 08. (W) SCALED <br> <b> NAVD 88 </b> 3.45 (+/-2cm) 11.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 567,730. </td><td> 1,895,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.71 (m) 8.9 (f) COMPUTED 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: 11SLT030758(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.2 MILES WEST ALONG BEACH ROAD. THE MARK IS 31 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 5.6 FEET EAST OF CAMERA STATION 65 AND 66. EW6560 000034 http://www.geocaching.com/mark/details.asp?PID=EW6560 000034 Geocache Geocache 000034 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000034</h1> <b> PID </b> EW6560 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 17. (N) 119 08 06. (W) SCALED <br> <b> NAVD 88 </b> 3.46 (+/-2cm) 11.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 567,670. </td><td> 1,895,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.73 (m) 9.0 (f) COMPUTED 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: 11SLT030758(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.2 MILES WEST ALONG BEACH ROAD. THE MARK IS 31 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 12.8 FEET EAST OF CAMERA STATION 65 AND 66. EW6192 000035 http://www.geocaching.com/mark/details.asp?PID=EW6192 000035 Geocache Geocache 000035 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000035</h1> <b> PID </b> EW6192 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 05. (N) 119 07 46. (W) SCALED <br> <b> NAVD 88 </b> 3.49 (+/-2cm) 11.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 567,300. </td><td> 1,895,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.75 (m) 9.0 (f) COMPUTED 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: 11SLT035754(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.85 MILES WEST ALONG BEACH ROAD. THE MARK IS 23.5 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 7.3 FEET EAST OF CAMERA STATION 67 AND 68. EW6194 000036 http://www.geocaching.com/mark/details.asp?PID=EW6194 000036 Geocache Geocache 000036 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000036</h1> <b> PID </b> EW6194 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 08. (N) 119 07 46. (W) SCALED <br> <b> NAVD 88 </b> 3.46 (+/-2cm) 11.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 567,390. </td><td> 1,895,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.73 (m) 9.0 (f) COMPUTED 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: 11SLT035755(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.8 MILES WEST ALONG BEACH ROAD. THE MARK IS 26 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 5.1 FEET EAST OF CAMERA STATION 69 AND 70. EW6193 000037 http://www.geocaching.com/mark/details.asp?PID=EW6193 000037 Geocache Geocache 000037 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000037</h1> <b> PID </b> EW6193 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 05. (N) 119 07 46. (W) SCALED <br> <b> NAVD 88 </b> 3.35 (+/-2cm) 11.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 567,300. </td><td> 1,895,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.61 (m) 8.6 (f) COMPUTED 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: 11SLT035754(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.75 MILES WEST ALONG BEACH ROAD. THE MARK IS 25 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 4.2 FEET EAST OF CAMERA STATION 71 AND 72. EW6219 000038 http://www.geocaching.com/mark/details.asp?PID=EW6219 000038 Geocache Geocache 000038 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000038</h1> <b> PID </b> EW6219 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 06. (N) 119 07 43. (W) SCALED <br> <b> NAVD 88 </b> 3.45 (+/-2cm) 11.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 567,330. </td><td> 1,895,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.71 (m) 8.9 (f) COMPUTED 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: 11SLT036754(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>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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.4 MILES WEST ALONG BEACH ROAD. THE MARK IS 26.6 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 10.6 FEET EAST OF CAMERA STATION 75 AND 76. EW6239 000039 http://www.geocaching.com/mark/details.asp?PID=EW6239 000039 Geocache Geocache 000039 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000039</h1> <b> PID </b> EW6239 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 03. (N) 119 07 31. (W) SCALED <br> <b> NAVD 88 </b> 3.69 (+/-2cm) 12.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 567,230. </td><td> 1,896,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.95 (m) 9.7 (f) COMPUTED 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: 11SLT039753(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>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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.7 MILES WEST ALONG BEACH ROAD. THE MARK IS 25 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 5.2 FEET EAST OF CAMERA STATION 73 AND 74. EW6256 000040 http://www.geocaching.com/mark/details.asp?PID=EW6256 000040 Geocache Geocache 000040 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000040</h1> <b> PID </b> EW6256 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 01. (N) 119 07 28. (W) SCALED <br> <b> NAVD 88 </b> 3.57 (+/-2cm) 11.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 567,170. </td><td> 1,896,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.827 (m) 9.27 (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: 11SLT040753(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>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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.3 MILES WEST ALONG BEACH ROAD. THE MARK IS 23 FEET NORTH OF THE CENTER LINE OF BEACH ROAD AND 10.3 FEET EAST OF CAMERA STATION 77 AND 78. EW6391 000041 USN http://www.geocaching.com/mark/details.asp?PID=EW6391 000041 USN Geocache Geocache 000041 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000041 USN</h1> <b> PID </b> EW6391 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 39. (N) 119 07 22. (W) SCALED <br> <b> NAVD 88 </b> 2.98 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.07 (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 5 </td><td> 568,340. </td><td> 1,896,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.247 (m) 7.37 (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: 11SLT042764(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.25 MILE NORTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE WEST ALONG 15TH STREET, 27.5 FEET SOUTHWEST OF THE CENTER OF 15TH STREET, 10.6 FEET EAST OF THE EAST END OF A CABLE TRAY AND 7 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 85-86. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH IS SET IN A 6-INCH DIAMETER CONCRETE POST AND IS FLUSH WITH THE SURFACE OF THE GROUND. EW6390 000042 USN http://www.geocaching.com/mark/details.asp?PID=EW6390 000042 USN Geocache Geocache 000042 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000042 USN</h1> <b> PID </b> EW6390 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 39. (N) 119 07 24. (W) SCALED <br> <b> NAVD 88 </b> 2.95 (+/-2cm) 9.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.07 (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 5 </td><td> 568,340. </td><td> 1,896,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.213 (m) 7.26 (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: 11SLT041764(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <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>CGS</td></tr><tr><td>1965 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.25 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST ALONG 15TH STREET, 27.6 FEET SOUTHWEST OF THE CENTER OF 15TH STREET AND 6.2 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 83-84. THE MARK IS A 3/4-INCH DIAMETER PIPE SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. THE PIPE APPEARS TO HAVE BEEN CUT OFF. EW6389 000043 USN http://www.geocaching.com/mark/details.asp?PID=EW6389 000043 USN Geocache Geocache 000043 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000043 USN</h1> <b> PID </b> EW6389 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 42. (N) 119 07 26. (W) SCALED <br> <b> NAVD 88 </b> 2.96 (+/-2cm) 9.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.07 (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 5 </td><td> 568,430. </td><td> 1,896,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.223 (m) 7.29 (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: 11SLT041765(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <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>CGS</td></tr><tr><td>1965 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.25 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST ALONG 15TH STREET, 27.6 FEET SOUTHWEST OF THE CENTER OF 15TH STREET AND 6.4 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 81-82. THE MARK IS A 3/4-INCH DIAMETER PIPE SET IN A 6-INCH DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT APPEARS TO HAVE BEEN CUT OFF. EW6388 000044 USN http://www.geocaching.com/mark/details.asp?PID=EW6388 000044 USN Geocache Geocache 000044 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000044 USN</h1> <b> PID </b> EW6388 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 42. (N) 119 07 26. (W) SCALED <br> <b> NAVD 88 </b> 2.99 (+/-2cm) 9.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.07 (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 5 </td><td> 568,430. </td><td> 1,896,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.256 (m) 7.40 (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: 11SLT041765(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <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>CGS</td></tr><tr><td>1965 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILE WEST ALONG 13TH STREET, THENCE 0.25 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG 15TH STREET, 30.6 FEET NORTHWEST OF A TALL WOODEN POLE, 27.7 FEET SOUTHWEST OF THE CENTER OF 15TH STREET AND 6.5 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 79-80. THE MARK IS A 3/4-INCH PIPE SET IN A 6-INCH DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. THE PIPE APPEARS TO HAVE BEEN CUT OFF. EW6175 000045 USN http://www.geocaching.com/mark/details.asp?PID=EW6175 000045 USN Geocache Geocache 000045 USN CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000045 USN</h1> <b> PID </b> EW6175 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 37. (N) 119 07 48. (W) SCALED <br> <b> NAVD 88 </b> 3.18 (+/-2cm) 10.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 568,280. </td><td> 1,895,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.444 (m) 8.02 (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: 11SLT035764(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <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>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT POINT MUGU NAS. 0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.4 MILE WEST ALONG 17TH STREET, 34.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI WAY, 16.4 FEET NORTH-WEST OF A STOP SIGN, 16.0 FEET NORTHEAST OF THE CENTER OF 17TH STREET AND 6.4 FEET SOUTHEAST OF BOWEN CAMERA STATION NO. 87-88. THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST. EW6187 000046 http://www.geocaching.com/mark/details.asp?PID=EW6187 000046 Geocache Geocache 000046 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>000046</h1> <b> PID </b> EW6187 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 36. (N) 119 07 52. (W) SCALED <br> <b> NAVD 88 </b> 3.32 (+/-2cm) 10.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.10 (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 5 </td><td> 568,250. </td><td> 1,895,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2.589 (m) 8.49 (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: 11SLT034764(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6.2 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.15 MILES WEST ALONG BEACH ROAD TO M AVENUE ON THE RIGHT, TURN RIGHT NORTH FOR 0.5 MILE TO 17TH STREET, TURN LEFT WEST FOR 0.1 MILE TO THE AIRPORT TAXI STRIP. THE MARK IS 104 FEET WEST OF THE CENTER LINE OF THE TAXI STRIP, 8.5 FEET NORTH OF THE CENTER LINE OF THE PROLONGATION OF 17TH STREET AND 7.5 FEET SOUTHEAST OF THE CAMERA STATION COMMUNICATION OUTLET PIPES. EW6171 1 A http://www.geocaching.com/mark/details.asp?PID=EW6171 1 A Geocache Geocache 1 A CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 A</h1> <b> PID </b> EW6171 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 23. (N) 119 07 43. (W) SCALED <br> <b> NAVD 88 </b> 7.63 (+/-2cm) 25.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 567,850. </td><td> 1,895,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 6.896 (m) 22.62 (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: 11SLT036759(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: STEEL PLATES <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1. TURN WEST ON BEACH ROAD FOR 1.6 MILES TO L AVENUE. TURN NORTH FOR 0.5 MILE TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD. THE MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL PLATES. IT IS 40 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD AND 150 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD. EW6170 1 B http://www.geocaching.com/mark/details.asp?PID=EW6170 1 B Geocache Geocache 1 B CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 B</h1> <b> PID </b> EW6170 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 06 23. (N) 119 07 43. (W) SCALED <br> <b> NAVD 88 </b> 7.64 (+/-2cm) 25.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.11 (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 5 </td><td> 567,850. </td><td> 1,895,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 6.905 (m) 22.65 (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: 11SLT036759(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FIRE NOZZLE <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>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6 MI SE FROM OXNARD. AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU. 2.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1. TURN WEST ON BEACH ROAD FOR 1.6 MILES TO L AVENUE. TURN NORTH FOR 0.5 MILE TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD. THE MARK IS 130 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD AND 150 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD. EW6040 1 USE http://www.geocaching.com/mark/details.asp?PID=EW6040 1 USE Geocache Geocache 1 USE DOD Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 USE</h1> <b> PID </b> EW6040 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 13 04. (N) 119 15 27. (W) SCALED <br> <b> NAVD 88 </b> 7.35 (+/-2cm) 24.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.19 (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 5 </td><td> 580,340. </td><td> 1,884,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 6.62 (m) 21.7 (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: 11SKT920886(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED <br>WITH SETTING: INTO GROUND <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>DOD</td></tr><tr><td>1939 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1939 4.9 MI S FROM VENTURA. 4.9 MILES SOUTH ALONG OCEAN DRIVE FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT VENTURA, VENTURA COUNTY, ABOUT 400 FEET NORTH OF A WOODEN BATHHOUSE, 300 FEET EAST OF THE HIGHTIDE LINE, AND 145 FEET WEST OF THE CENTERLINE OF THE DRIVE. A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN AN IRON PIPE. EW5313 10 DF USFS http://www.geocaching.com/mark/details.asp?PID=EW5313 10 DF USFS Geocache Geocache 10 DF USFS USFS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10 DF USFS</h1> <b> PID </b> EW5313 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 33. (N) 119 05 00. (W) SCALED <br> <b> NAVD 88 </b> 236.914 (meters) 777.28 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.60 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 236.650 (meters) 776.41 (feet) COMP <br> <b> MODELED GRAV</b> 979,528.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 601,390. </td><td> 1,900,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 236.121 (m) 774.67 (f) ADJ UNCH 1 1 <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: 11SLU085094(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <br>STAMPING: 10 DF 1948-775 <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>1948 </td><td>MONUMENTED </td><td>USFS</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 4.1 MI N FROM SANTA PAULA. 4.1 MILES NORTH OF, AT STECKEL PARK, AT ROAD OPENING IN STONE FENCE, 125 FEET EAST AND 2 FEET LOWER THAN T JUNCTION OF N-S HIGHWAY, AND ROAD E IN PARK, AT THE WEST SIDE OF AN OVAL CEMENTED STONEWALL ABOUT 10 INCHES HIGH AROUND A GARDEN, 5 FEET SOUTH OF A SIGN BOARD, ON TOP OF WALL SET IN CONCRETE, STANDARD TABLET STAMPED 10 DF 1948 - 775. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW6479 100 1 http://www.geocaching.com/mark/details.asp?PID=EW6479 100 1 Geocache Geocache 100 1 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 1</h1> <b> PID </b> EW6479 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PITAS POINT (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 21 43. (N) 119 26 49. (W) SCALED <br> <b> NAVD 88 </b> 6.692 (meters) 21.96 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.63 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 6.685 (meters) 21.93 (feet) COMP <br> <b> MODELED GRAV</b> 979,593.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 596,570. </td><td> 1,866,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 5.892 (m) 19.33 (f) ADJ UNCH 1 1 <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: 11SKU749050(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 100-1 1968 <br>MARK LOGO: CA-111 <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 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 5.2 MI SE FROM CARPINTERIA. 5.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CARPINTERIA, IN THE CENTER OF THE TOP OF THE EAST WING WALL OF THE NORTHEAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTHEAST OF THE CENTER LINE OF SANTA BARBARA AVENUE, 1.9 FEET EAST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 8.4 KM (5.20 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF LINDEN AVENUE IN CARPINTERIA. EW6097 100 16 V CO http://www.geocaching.com/mark/details.asp?PID=EW6097 100 16 V CO Geocache Geocache 100 16 V CO CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 16 V CO</h1> <b> PID </b> EW6097 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OXNARD (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 08 51. (N) 119 11 01. (W) SCALED <br> <b> NAVD 88 </b> 4.45 (+/-2cm) 14.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 572,470. </td><td> 1,890,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 3.71 (m) 12.2 (f) COMPUTED 1 1 <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: 11SKT986806(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 100-16 <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>1969 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1969 AT OXNARD. AT OXNARD, AT THE INTERSECTION OF HUENEME ROAD AND PERKINS ROAD. A CENTER LINE MONUMENT SET IN THE CENTER OF HUENEME ROAD, STAMPED CALIFORNIA DIVISION OF HIGHWAYS, COVER STAMPED 100-16 1969. EW6017 100 17 http://www.geocaching.com/mark/details.asp?PID=EW6017 100 17 Geocache Geocache 100 17 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 17</h1> <b> PID </b> EW6017 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OXNARD (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 08 50. (N) 119 08 25. (W) SCALED <br> <b> NAVD 88 </b> 6.030 (meters) 19.78 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -36.02 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 6.020 (meters) 19.75 (feet) COMP <br> <b> MODELED GRAV</b> 979,639.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 572,390. </td><td> 1,894,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 5.288 (m) 17.35 (f) ADJ UNCH 1 1 <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: 11SLT026805(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WELL MONUMENT <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>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890601</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 3.9 MI E FROM OXNARD. 3.9 MILES EAST OF PORT HUENEME, 2700 FEET EAST ALONG HUENEME ROAD FROM THE INTERSECTION OF HUENEME ROAD AND OLDS ROAD AND IN THE CENTER OF HUENEME ROAD, A STANDARD VENTURA COUNTY WELL AND MONUMENT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 CORRECTION 0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT PORT HUENEME, THENCE 0.5 MILE SOUTH ALONG SAVIERS ROAD, THENCE 2.15 MILES EAST ALONG HUENEME ROAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. EW5299 100 2 http://www.geocaching.com/mark/details.asp?PID=EW5299 100 2 Geocache Geocache 100 2 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 2</h1> <b> PID </b> EW5299 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PITAS POINT (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 19 31. (N) 119 23 44. (W) SCALED <br> <b> NAVD 88 </b> 7.028 (meters) 23.06 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.86 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.020 (meters) 23.03 (feet) COMP <br> <b> MODELED GRAV</b> 979,583.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code NC , SEE BELOW <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 February 1993. No vertical observational check was made to the station. * This is a READJUSTED BENCH MARK height. Code NC indicates the bench mark was located on a no-check spur therefore a value was not computed. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 592,440. </td><td> 1,871,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 6.256 (m) 20.52 (f) ADJ UNCH 1 1 <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: 11SKU795008(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 100-2 1968 <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>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890317</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 7.8 MI NW FROM VENTURA. 7.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT VENTURA, OPPOSITE HIGHWAY CULVERT 37.49, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT UNDER THE RAILROAD, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. EW5355 100 20 http://www.geocaching.com/mark/details.asp?PID=EW5355 100 20 Geocache Geocache 100 20 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 20</h1> <b> PID </b> EW5355 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> WHITE LEDGE PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 22 36. (N) 119 28 11. (W) SCALED <br> <b> NAVD 88 </b> 7.800 (meters) 25.59 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.792 (meters) 25.56 (feet) COMP <br> <b> MODELED GRAV</b> 979,600.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 598,230. </td><td> 1,864,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 6.995 (m) 22.95 (f) ADJ UNCH 1 1 <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: 11SKU729066(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 100-20 1973 <br>MARK LOGO: CA-111 <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 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973 AT CARPINTERIA. 0.42 MILES SOUTHEASTERLY ALONG THE S.P.R.R. FROM VENUTRA-BSANATA BAR- BARA COUNTY LINE AT BATES ROAD AT R.R. BRIDGE MARKED 384.68. 34.0 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACK, 44.0 FEET NORTH OF THE CEN- TER OF THE NORTHBOUND LANE OF HIGHWAY 101 AND 52.0 FEET SOUTHEASTERLY FROM A TELEGRAPH POLE. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH IN 9IN X 4IN CONCRETE HEADWALL AT MILEAGE POST 101 VEN 43.19 AND STAMPED 1973 100-20. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CARPINTERIA, 0.4 MILE SOUTHEAST OF RAILROAD BRIDGE 384.68 OVER BATES ROAD, IN TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A CULVERT UNDER U.S. HIGHWAY 101 AT MILEPOST VEN 43.19, 32 FT. SOUTH OF THE SOUTH RAIL, 44 FT. NORTH OF THE CENTER LINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 52 FT. EAST OF A TELEGRAPH POLE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--FROM THE STATION AT CARPINTERIA, TO FROM THE JUNCTION OF LINDEN AVENUE IN CARPINTERIA. CHANGE--BRIDGE 384.68, TO BRIDGE 384.21. EW5864 100 21 http://www.geocaching.com/mark/details.asp?PID=EW5864 100 21 Geocache Geocache 100 21 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 21</h1> <b> PID </b> EW5864 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> VENTURA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 19 17. (N) 119 22 32. (W) SCALED <br> <b> NAVD 88 </b> 5.497 (meters) 18.03 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.85 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 5.492 (meters) 18.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,589.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 591,980. </td><td> 1,873,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 4.734 (m) 15.53 (f) ADJ UNCH 1 1 <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: 11SKU814003(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 100-21 1973 <br>MARK LOGO: CA-111 <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 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973 AT VENTURA. 6.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STA- TION AT VENUTRA, ABOUT 300 FT SOUTHWEST AND ACROSS THE TRACK AND U.S. HWY 101 FROM MILEPOST 392, ACROSS THE HIGHWAY FROM WOODEN R.R. BRIDGE 39.186, IN THE TOP AND 0.7 FOOT EAST OF THE WEST END OF THE SOUTH CON- CRETE HEADWALL OF 5-BY-6- FOOT CONRETE BOX CULVERT D 266-28 UNDER THE HIGHWAY, 25 FT SOUTH OF THE CENTERLINE OF THE SOUTH BOUNDLANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY, 102 FT FROM THE EAST END OF THE GUARD RAIL AND ABOUT 68 FT FROM A POWER POLE IN BETWEEN THE WES END OF ONE ROW OF HOUSES AND THE EAST END OF THE NEXT ROW. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 6.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT VENTURA, ABOUT 100 YARDS SOUTHWEST AND ACROSS THE TRACK FROM RAILROAD BRIDGE 39.186, IN THE TOP AND 0.7 FT. EAST OF THE WEST END OF THE SOUTH HEADWALL OF CONCRETE BOX CULVERT D 266-28 UNDER THE HIGHWAY, 68 FT. EAST OF A POWER POLE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 9.5 KM (5.90 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF CALIFORNIA AVENUE IN VENTURA. CHANGE--SOUTHWEST AND ACROSS THE TRACK, TO SOUTHWEST AND ACROSS STATE HIGHWAY 1. EW6361 100 22 http://www.geocaching.com/mark/details.asp?PID=EW6361 100 22 Geocache Geocache 100 22 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 22</h1> <b> PID </b> EW6361 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> POINT MUGU (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 04 41.09799(N) 119 01 34.04704(W) ADJUSTED <br> <b> NAVD 88 </b> 5.145 (meters) 16.88 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.72 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.95 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 5.140 (meters) 16.86 (feet) COMP <br> <b> MODELED GRAV</b> 979,660.8 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. 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 determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <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>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 564,607.782 1</td><td>905,291.099</td><td> MT </td><td>0.99999060</td><td> -0 ' 35 05.7"</td></tr><tr><td>SPC CA 5 </td><td>1,852,384.03 6</td><td>250,942.55 </td><td> sFT </td><td>0.99999060</td><td> -0 ' 35 05.7"</td></tr><tr><td>UTM 11 </td><td>3,772,666.325 </td><td>313,048.583</td><td> MT </td><td>1.00003086</td><td> -1 ' 08 08.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000484 x 0.99999060 = 0.99999544 <br> <b>UTM 11 </b> 1.00000484 x 1.00003086 = 1.00003570 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 34 04 41.10013(N) 119 01 34.04115(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 04 41.07260(N) 119 01 30.68076(W) AD( ) 2 <br> NGVD 29 (??/??/92) 4.372 (m) 14.34 (f) ADJ UNCH 1 1 <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: 11SLT1304972666(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 100-22 1973 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1976 </td><td>GOOD </td><td>CADT</td></tr><tr><td>1976 </td><td>GOOD </td><td>CADH</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890509</td><td>GOOD </td><td>NGS</td></tr><tr><td>20050427</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973 IN OXNARD. 4.8 MILES SOUTHERLY ALONG HIGHWAY 1 FROM THE INTERSECTIOIN OF HIGHWAY 1 AND LAS POSAS ROAD AT POINT MUGU STATE PARK. 43.0 NORTHERLY FROM THE NORTHEASTERLY CORNER OF THE MOST SOUTHEASTERLY RESTROOM, 53.0 SOUTH- ERLY FROM THE CENTER OF HIGHWAY 1, 1.0 NORTH OF A CHAIN LINK FENCE 3.0 HIGH. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1973 100- 22 SET IN CONCRETE. <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY CALTRANS 1976 (ARA) MARK IS A VENTURA COUNTY SURVEY BENCH MARK DISK STAMPED 1973 100-22 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE. IT IS 55 FEET SOUTH OF THE CENTERLINE OF PACIFIC COAST HIGHWAY AND 2 FEET NORTH OF A CHAIN LINK FENCE AND IS THE SAME ELEVATION AS THE STATION. <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1976 (ARA) THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 12.4 MILES SOUTHEAST ALONG CALIFORNIA HIGHWAY 1 FROM THE JUNCTION OF WOOLEY ROAD AND SAVIERS ROAD AT OXNARD AT POINT MUGU STATE PARK AT THE SECOND RESTROOM NORTHWEST OF THE SOUTHEAST END OF THE PARK, 49 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FT. NORTHEAST OF THE CENTER LINE OF A FRONTAGE ROAD, 43 FT. NORTHEAST OF THE EAST CORNER OF THE RESTROOM, 1.0 FT. NORTHEAST OF A CHAIN LINK FENCE, 19 FT. SOUTHEAST OF TRIANGULATION STATION JEWEL CADT. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--4.0 M (13.1 FT) SOUTHEAST OF THE CENTER OF A PATH TO A PEDESTRAIN GATE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY. CHANGE--1.0 FT NORTHEAST OF A CHAIN LINK FENCE, TO 0.55 M (1.8 FT) NORTHEAST OF A FENCE. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY GEOCACHING 2005 (JBC) THERE IS NOW A RED-AND-WHITE STRIPED, SIX-FOOT-HIGH WITNESS POST DIRECTLY BETWEEN THE MARK AND THE CHAIN-LINK FENCE. THE PEDESTRIAN GATE IS KEPT LOCKED, AND THE PATH MENTIONED IN 1989 HAS BEEN REMOVED. THE FRONTAGE ROAD MENTIONED IN 1977 IS FOR CAMPSITE AND BEACH ACCESS TO THE THORNHILL BROOME UNIT OF PT. MUGU SP. THE RESTROOM MENTIONED HAS THE NUMERAL '2' ABOVE THE ENTRANCE. EW5304 100 3 http://www.geocaching.com/mark/details.asp?PID=EW5304 100 3 Geocache Geocache 100 3 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 3</h1> <b> PID </b> EW5304 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PITAS POINT (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 19 11. (N) 119 23 03. (W) SCALED <br> <b> NAVD 88 </b> 5.501 (meters) 18.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.89 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 5.495 (meters) 18.03 (feet) COMP <br> <b> MODELED GRAV</b> 979,593.2 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,593.0 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 591,810. </td><td> 1,872,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 4.765 (m) 15.63 (f) ADJ UNCH 1 1 <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: 11SKU806001(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 100-3 1968 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 6.8 MI N FROM VENTURA. 6.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT VENTURA, 0.05 MILE WEST OF THE JUNCTION OF THE CROSSING OF AN ASPHALT ROAD TO PADRE JUAN CANYON, DIRECTLY ACROSS U.S. HIGHWAY 101 FROM RESIDENCE NO. 3968, 37.0 FEET NORTH OF THE NORTH RAIL, 12 1/2 FEET SOUTH OF THE CENTER LINE OF PADRE JUAN CANYON ROAD, 3 FEET EAST OF THE SECOND TELEPHONE POLE WEST OF THE CROSSING, 1.3 FEET SOUTH OF A VENTURA COUNTY WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 10.3 KM (6.40 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF CALIFORNIA AVENUE IN VENTURA. DELETE--12 1/2 FEET SOUTH OF THE CENTERLINE OF PADRE JUAN CANYON ROAD. ADD--3.7 M (12.1 FT) SOUTH OF A FENCE. CHANGE--0.1 FOOT ABOVE THE GROUND, TO 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. EW5905 100 4 http://www.geocaching.com/mark/details.asp?PID=EW5905 100 4 Geocache Geocache 100 4 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 4</h1> <b> PID </b> EW5905 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> VENTURA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 16 30. (N) 119 16 55. (W) SCALED <br> <b> NAVD 88 </b> 19.559 (meters) 64.17 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -36.02 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 19.539 (meters) 64.10 (feet) COMP <br> <b> MODELED GRAV</b> 979,588.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 586,720. </td><td> 1,881,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 18.838 (m) 61.80 (f) ADJ UNCH 1 1 <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: 11SKT899950(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 100 4 1968 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890509</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT VENTURA. AT VENTURA, AT THE NORTHEASTERLY CORNER OF SANJON ROAD AND THE SOUTHERN PACIFIC RAILROAD. 43.0 FEET NORTHERLY OF THE CENTER OF NORTH RAILROAD TRACK, 130.0 FEET EASTERLY OF THE CENTER OF SANJON ROAD, 7.0 FEET SOUTHEASTERLY FROM A TELEGRAPH POLE, 7.0 FEET SOUTHERLY OF A CHAIN LINK FENCE. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH IN CONCRETE STAMPED 1968 100-4, WITH AN IRON GUARD POST 1.0 FOOT NORTH. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--LEVEL WITH THE TRACK. CHANGE--SET FLUSH, TO RECESSED 0.1 M (0.3 FT). EW6033 100 5 V CO http://www.geocaching.com/mark/details.asp?PID=EW6033 100 5 V CO Geocache Geocache 100 5 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 5 V CO</h1> <b> PID </b> EW6033 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 14 14. (N) 119 15 29. (W) SCALED <br> <b> NAVD 88 </b> 7.95 (+/-2cm) 26.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (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 5 </td><td> 582,500. </td><td> 1,884,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 7.208 (m) 23.65 (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: 11SKT920907(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: IRON GUARD POST <br>STAMPING: 1968 100-5 <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>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.2 MI S FROM VENTURA. 2.2 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION OF HARBOR BOULEVARD AND SEAWARD AVENUE. 68.5 FEET NORTH FROM THE NORTH END OF THE SANTA CLARA RIVER BRIDGE, 22.5 FEET WEST FROM THE CENTER OF HARBOR BOULEVARD, AT THE WEST EDGE OF AN ASPHALT BERM, A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH IN CONCRETE STAMPED 1968 100-5, WITH AN IRON GUARD POST 1.0 FEET WEST. EW6035 100 6 RM 1 V CO http://www.geocaching.com/mark/details.asp?PID=EW6035 100 6 RM 1 V CO Geocache Geocache 100 6 RM 1 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 6 RM 1 V CO</h1> <b> PID </b> EW6035 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 13 45. (N) 119 15 26. (W) SCALED <br> <b> NAVD 88 </b> 8.37 (+/-2cm) 27.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.16 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 581,610. </td><td> 1,884,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 7.63 (m) 25.0 (f) COMPUTED 1 1 <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: 11SKT920898(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIDEWALK <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>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.6 MI S FROM OXNARD. 2.55 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION OF HARBOR BOULEVARD AND SEAWARD AVENUE. ON THE SOUTH END AND ON THE WEST SIDE AND ON THE WALK WAY, 1.5 FEET NORTH OF THE SOUTH ABUTMENT, A ROUND-HEADED BOLT. EW6036 100 6 V CO http://www.geocaching.com/mark/details.asp?PID=EW6036 100 6 V CO Geocache Geocache 100 6 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 6 V CO</h1> <b> PID </b> EW6036 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 13 45. (N) 119 15 18. (W) SCALED <br> <b> NAVD 88 </b> 7.99 (+/-2cm) 26.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.16 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 581,610. </td><td> 1,884,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 7.25 (m) 23.8 (f) COMPUTED 1 1 <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: 11SKT922898(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: IRON GUARD POST <br>STAMPING: 1968 100-6 <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>1968 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.6 MI S FROM OXNARD. 2.55 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION OF HARBOR BOULEVARD AND SEAWARD AVENUE. 26.0 FEET SOUTH FROM THE SOUTH END OF THE SANTA CLARA RIVER BRIDGE, 23.0 FEET EAST FROM THE CENTER OF HARBOR BOULEVARD, AT THE EAST EDGE OF AN ASPHALT BERM, A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH IN CONCRETE STAMPED 1968 100-6 WITH AN IRON GUARD POST 1.0 FOOT EAST. EW6006 100 CAHD http://www.geocaching.com/mark/details.asp?PID=EW6006 100 CAHD Geocache Geocache 100 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100 CAHD</h1> <b> PID </b> EW6006 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OXNARD (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 08 50. (N) 119 10 39. (W) SCALED <br> <b> NAVD 88 </b> 4.31 (+/-2cm) 14.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.13 (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 5 </td><td> 572,430. </td><td> 1,891,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 3.58 (m) 11.7 (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: 11SKT992806(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>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>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 1.4 MI E FROM PORT HUENEME. 1.35 MILES EAST ALONG BROAD STREET (LATER BECOMES HUENEME ROAD) IN THE CENTER OF THE INTERSECTION OF SAVIERS ROAD AND HUENEME ROAD, SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF THE ROAD AND COVERED BY A 10-INCH DIAMETER STEEL LID. EW4265 1000 http://www.geocaching.com/mark/details.asp?PID=EW4265 1000 Geocache Geocache 1000 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1000</h1> <b> PID </b> EW4265 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> TRIUNFO PASS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 03 19. (N) 118 58 00. (W) SCALED <br> <b> NAVD 88 </b> 10.631 (meters) 34.88 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.98 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 10.620 (meters) 34.84 (feet) COMP <br> <b> MODELED GRAV</b> 979,641.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 562,020. </td><td> 1,910,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 9.859 (m) 32.35 (f) ADJ UNCH 1 1 <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: 11SLT184700(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CATCH BASIN <br>STAMPING: B.M.-1000 <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>1965 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1965 </td><td>GOOD </td><td>CA-111</td></tr><tr><td>1965 </td><td>GOOD </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890518</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965 IN OXNARD. FROM THE INTERSECTION OF HIGHWAY 1 AND LAS POSAS ROAD. 8.7 MILES SOUTH ON HIGHWAY 1, AT MILE POST 1.42, ON THE NORTH SIDE OF THE HIGHWAY 70 PLUS EASTERLY FROM GUY POLE NO 1199262E. A STATE OF CALIFORNIA BRASS CAP MONUMENT SET IN THE SOUTHWEST CORNER OF A 3 IN X 4 IN CONCRETE - CATCH BASIN. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY VENTURA COUNTY CALIFORNIA 1965 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 16.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, AT MILEPOST 1.42 AND IN TOP OF THE WEST CORNER OF A CATCH BASIN, 70 FEET SOUTHEAST OF A GUY POLE AND 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 THE CORNER OF THE CATCH BASIN HAS BEEN BROKEN OFF. AA3345 101 001 http://www.geocaching.com/mark/details.asp?PID=AA3345 101 001 Geocache Geocache 101 001 CADT CADT Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 001</h1> <b> PID </b> AA3345 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> THOUSAND OAKS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 10 19. (N) 118 50 51. (W) SCALED <br> <b> NAVD 88 </b> 273.284 (meters) 896.60 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.00 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 273.001 (meters) 895.67 (feet) COMP <br> <b> MODELED GRAV</b> 979,594.9 (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 1995. <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 5 </td><td> 574,870. </td><td> 1,921,870. </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: 11SLT297827(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: OVERPASS ABUTMENT <br>STAMPING: 101-001 1994 <br>MARK LOGO: CADT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1994 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>19940726</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD) IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND LIVE OAK STREET, IN TOP OF AND 0.7 M (2.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE STREET, 17.8 M (58.4 FT) NORTHWEST OF THE STREET CENTER, 3.0 M (9.8 FT) SOUTHWEST OF AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY, 2.7 M (8.9 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL, AND 0.3 M (1.0 FT) NORTHEAST OF THE GUARDRAIL. AA3346 101 002 http://www.geocaching.com/mark/details.asp?PID=AA3346 101 002 Geocache Geocache 101 002 CADT CADT Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 002</h1> <b> PID </b> AA3346 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> THOUSAND OAKS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 10 00. (N) 118 50 19. (W) SCALED <br> <b> NAVD 88 </b> 281.147 (meters) 922.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.99 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 280.853 (meters) 921.43 (feet) COMP <br> <b> MODELED GRAV</b> 979,584.1 (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 1995. <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 5 </td><td> 574,270. </td><td> 1,922,680. </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: 11SLT305821(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: OVERPASS ABUTMENT <br>STAMPING: 101-002 1994 <br>MARK LOGO: CADT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1994 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>19940726</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD) IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND HAMPSHIRE ROAD, IN TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE ROAD, 23.0 M (75.5 FT) NORTHWEST OF THE ROAD CENTER, 4.3 M (14.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL, 3.0 M (9.8 FT) SOUTHWEST OF AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY, AND 0.3 M (1.0 FT) NORTHEAST OF THE GUARDRAIL. AA3348 101 003 http://www.geocaching.com/mark/details.asp?PID=AA3348 101 003 Geocache Geocache 101 003 CADT CADT Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 003</h1> <b> PID </b> AA3348 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> THOUSAND OAKS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 34 09 25.66388(N) 118 49 30.84872(W) ADJUSTED <br> <b> NAVD 88 </b> 290.676 (meters) 953.66 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1995.00 <br> <b> X </b> -2,547,482.774 (meters) COMP <br> <b> Y </b> -4,629,023.296 (meters) COMP <br> <b> Z </b> 3,561,026.295 (meters) COMP <br> <b> LAPLACE CORR</b> 2.59 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 255.66 (meters) (11/30/95) GPS OBS <br> <b> GEOID HEIGHT</b> -34.98 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 290.373 (meters) 952.67 (feet) COMP <br> <b> MODELED GRAV</b> 979,587.6 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS II <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in November 1995. This is a SPECIAL STATUS position. See SPECIAL STATUS under the DATUM ITEM on the data sheet items page. 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 determined by differential leveling and adjusted by the National Geodetic Survey in June 1995. <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <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>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 573,204.731 1</td><td>923,904.155</td><td> MT </td><td>0.99997548</td><td> -0 ' 28 13.4"</td></tr><tr><td>SPC CA 5 </td><td>1,880,589.19 6</td><td>312,008.88 </td><td> sFT </td><td>0.99997548</td><td> -0 ' 28 13.4"</td></tr><tr><td>UTM 11 </td><td>3,781,083.374 </td><td>331,743.822</td><td> MT </td><td>0.99994898</td><td> -1 ' 01 30.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995987 x 0.99997548 = 0.99993535 <br> <b>UTM 11 </b> 0.99995987 x 0.99994898 = 0.99990885 <br> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (11/30/95) 290.68 (m) 953.7 (f) LEVELING 3 <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: 11SLT3174481083(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT WALKWAY <br>STAMPING: 101-003 1994 <br>MARK LOGO: CADT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1994 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>19940726</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD) IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND STATE HIGHWAY 23 SOUTH, IN TOP OF AND 1.4 M (4.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT WALKWAY OF THE HIGHWAY OVERPASS OF THE FREEWAY, 37.1 M (121.7 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 0.3 M (1.0 FT) SOUTHEAST OF THE CURB OF THE NORTHBOUND BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD. EW5381 101 1 V CO http://www.geocaching.com/mark/details.asp?PID=EW5381 101 1 V CO Geocache Geocache 101 1 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 1 V CO</h1> <b> PID </b> EW5381 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> MATILIJA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 44. (N) 119 15 07. (W) SCALED <br> <b> NAVD 88 </b> 236.515 (meters) 775.97 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.37 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 236.260 (meters) 775.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,569.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,600. </td><td> 1,884,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 235.745 (m) 773.44 (f) ADJ UNCH 1 1 <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: 11SKU931138(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIDEWALK <br>STAMPING: 1969 101-1 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 0.6 MI NE FROM OJAI. 0.6 OF A MILE NORTHEASTERLY ALONG HIGHWAY 150 FROM THE INTERSECTION WITH HIGHWAY 33, A BRONZE DISK SET IN CONCRETE AT THE NORTHEAST CORNER OF BRISTOL ROAD, 6 INCHES NORTHERLY OF EXISTING SIDEWALK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT OJAI, AT THE NORTHEAST CORNER OF THE JUNCTION OF BRISTOL ROAD, AT THE SOUTHEAST CORNER OF THE SAINT ANDREWS EPISCOPAL CHURCH YARD, 40 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FT NORTH OF THE CENTER LINE OF THE ROAD, 14 FT. WEST OF A FIRE HYDRANT, 0.5 FT. NORTH OF A SIDEWALK. EW5333 101 10 V CO http://www.geocaching.com/mark/details.asp?PID=EW5333 101 10 V CO Geocache Geocache 101 10 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 10 V CO</h1> <b> PID </b> EW5333 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 23. (N) 119 12 07. (W) SCALED <br> <b> NAVD 88 </b> 371.783 (meters) 1219.76 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 371.380 (meters) 1218.44 (feet) COMP <br> <b> MODELED GRAV</b> 979,543.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,900. </td><td> 1,889,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 371.007 (m) 1217.21 (f) ADJ UNCH 1 1 <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: 11SKU976131(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-10 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. A BRASS DISK SET IN CONCRETE 4.85 MI EASTERLY ALONG HWY 150 FROM THE INTERSECTION WITH HWY 33 GOING TO SANTA PAULA, 130 FT WESTERLY OF OJAI VALLEY OBSERVATION BENCH AND 27 FT SOUTHERLY OF HWY DIVIDING LANE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5334 101 11 V CO http://www.geocaching.com/mark/details.asp?PID=EW5334 101 11 V CO Geocache Geocache 101 11 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 11 V CO</h1> <b> PID </b> EW5334 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 04. (N) 119 12 06. (W) SCALED <br> <b> NAVD 88 </b> 380.169 (meters) 1247.27 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.41 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 379.750 (meters) 1245.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,532.6 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,533.4 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 604,310. </td><td> 1,889,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 379.388 (m) 1244.71 (f) ADJ UNCH 1 1 <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: 11SKU977125(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-11 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. A BRASS DISK SET IN CONCRETE 5.25 MI E ALONG HWY 150 FROM THE INTERSECTION WITH HWY 33, SET NEAR THE SOUTHERLY END OF DENNISON PARK, AT THE SW CORNER OF INTERSECTION OF HWY 150 AND DENNISON RD (ENTRANCE TO DENNISON PARK). <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 ADD-63 FT. SOUTHWEST OF HIGHWAY 150 AND 25 FT. SOUTHEAST OF A DIRT ROAD. EW5335 101 12 V CO http://www.geocaching.com/mark/details.asp?PID=EW5335 101 12 V CO Geocache Geocache 101 12 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 12 V CO</h1> <b> PID </b> EW5335 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 02. (N) 119 11 41. (W) SCALED <br> <b> NAVD 88 </b> 380.268 (meters) 1247.60 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.40 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 379.850 (meters) 1246.22 (feet) COMP <br> <b> MODELED GRAV</b> 979,533.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,240. </td><td> 1,890,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 379.488 (m) 1245.04 (f) ADJ UNCH 1 1 <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: 11SKU983124(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-12 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 5.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.5 MI S AND EASTERLY OF THE SOUTHERLY ENTRANCE TO DENNISON PARK (0.5 MI S AND E OF BM 101-11), ON THE N SIDE OF HWY 150 AND E OF THE CENTER LINE OF AN OIL MIX FARM ROAD, 27 FT NORTHERLY OF WHITE STRIPE HWY 150, 16 FT EASTERLY CENTER LINE DRIVEWAY TO HOUSE NO. 7887 SANTA PAULA-OJAI RD. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5336 101 13 V CO http://www.geocaching.com/mark/details.asp?PID=EW5336 101 13 V CO Geocache Geocache 101 13 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 13 V CO</h1> <b> PID </b> EW5336 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 05. (N) 119 11 14. (W) SCALED <br> <b> NAVD 88 </b> 386.979 (meters) 1269.61 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 386.550 (meters) 1268.21 (feet) COMP <br> <b> MODELED GRAV</b> 979,529.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,330. </td><td> 1,890,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 386.196 (m) 1267.04 (f) ADJ UNCH 1 1 <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: 11SKU990125(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 101-13 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 6.15 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 1.0 MI S AND E OF THE SOUTHERLY ENTRANCE TO DENNISON PARK (1.0 MI S AND E OF BM 101-11), 97 FT N OF THE WHITE STRIPE OF HWY 150 (SANTA PAULA-OJAI RD), 2 FT E OF THE SW WINGWALL TO A CONCRETE BRIDGE OVER LION CREEK (PRIVATE). <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5337 101 14 V CO http://www.geocaching.com/mark/details.asp?PID=EW5337 101 14 V CO Geocache Geocache 101 14 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 14 V CO</h1> <b> PID </b> EW5337 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 08. (N) 119 10 45. (W) SCALED <br> <b> NAVD 88 </b> 394.446 (meters) 1294.11 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.35 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 394.010 (meters) 1292.68 (feet) COMP <br> <b> MODELED GRAV</b> 979,519.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,410. </td><td> 1,891,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 393.659 (m) 1291.53 (f) ADJ UNCH 1 1 <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: 11SKU997126(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-14 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 6.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED ON THE SOUTHEASTERLY SIDE OF HWY 150 AT THE END OF THE SOUTHEASTERLY WINGWALL OF LION CREEK BRIDGE 52-100, 2 FT SOUTHERLY OF END OF WINGWALL, 4 FT SOUTHWESTERLY OF POWER POLE 1418953E. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5338 101 15 V CO http://www.geocaching.com/mark/details.asp?PID=EW5338 101 15 V CO Geocache Geocache 101 15 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 15 V CO</h1> <b> PID </b> EW5338 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 13. (N) 119 10 18. (W) SCALED <br> <b> NAVD 88 </b> 401.886 (meters) 1318.52 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 401.440 (meters) 1317.06 (feet) COMP <br> <b> MODELED GRAV</b> 979,516.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,560. </td><td> 1,892,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 401.098 (m) 1315.94 (f) ADJ UNCH 1 1 <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: 11SLU004127(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 101-15 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 7.2 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.65 MI W OF THE INTERSECTION OF SULPHUR MOUNTAIN RD AND HWY 150, AND ON THE S SIDE OF HWY 150 AND THE E END OF LION CANYON CREEK BRIDGE 52-101, 18 FT SOUTHERLY CENTER LINE HWY 150, 18 FT WESTERLY CENTER LINE ENTRANCE ROAD TO MC GUIRE RANCH HOUSE NO. 9860. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5339 101 16 V CO http://www.geocaching.com/mark/details.asp?PID=EW5339 101 16 V CO Geocache Geocache 101 16 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 16 V CO</h1> <b> PID </b> EW5339 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 13. (N) 119 09 59. (W) SCALED <br> <b> NAVD 88 </b> 407.056 (meters) 1335.48 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 406.610 (meters) 1334.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,516.7 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,520.3 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 604,550. </td><td> 1,892,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 406.267 (m) 1332.89 (f) ADJ UNCH 1 1 <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: 11SLU009127(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-16 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 7.55 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.3 MI W OF THE INTERSECTION OF SULPHUR MOUNTAIN RD AND HWY 150 AND ON THE S SIDE OF HWY 150, 2.0 FT W OF THE NW CORNER OF A WOOD AND HOG-WIRE CORRAL, 23 FT S OF CENTER LINE HWY 150. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5341 101 17 V CO http://www.geocaching.com/mark/details.asp?PID=EW5341 101 17 V CO Geocache Geocache 101 17 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 17 V CO</h1> <b> PID </b> EW5341 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 18. (N) 119 09 12. (W) SCALED <br> <b> NAVD 88 </b> 441.775 (meters) 1449.39 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.26 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 441.280 (meters) 1447.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,506.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,690. </td><td> 1,894,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 440.981 (m) 1446.79 (f) ADJ UNCH 1 1 <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: 11SLU021128(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-17 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 8.35 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION OF HWY 33, 175 FT SOUTHERLY OF OJAI VALLEY SCHOOL RD, 8 FT SOUTHERLY OF 28-IN LIVE OAK, 22 FT SOUTHERLY CENTERLINE HWY 150. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5342 101 18 V CO http://www.geocaching.com/mark/details.asp?PID=EW5342 101 18 V CO Geocache Geocache 101 18 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 18 V CO</h1> <b> PID </b> EW5342 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 13. (N) 119 08 31. (W) SCALED <br> <b> NAVD 88 </b> 466.378 (meters) 1530.11 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 465.850 (meters) 1528.38 (feet) COMP <br> <b> MODELED GRAV</b> 979,493.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,530. </td><td> 1,895,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 465.578 (m) 1527.48 (f) ADJ UNCH 1 1 <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: 11SLU031126(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-18 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 9.0 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION WITH HWY 33, 640 FT PLUS OR MINUS EASTERLY OF MILE POST 25.10, 45 FT NORTHERLY OF WHITE LINE, A BRONZE DISK SET IN CONCRETE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5343 101 19 V CO http://www.geocaching.com/mark/details.asp?PID=EW5343 101 19 V CO Geocache Geocache 101 19 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 19 V CO</h1> <b> PID </b> EW5343 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 10. (N) 119 08 06. (W) SCALED <br> <b> NAVD 88 </b> 476.645 (meters) 1563.79 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 476.110 (meters) 1562.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,492.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 604,430. </td><td> 1,895,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 475.844 (m) 1561.16 (f) ADJ UNCH 1 1 <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: 11SLU038125(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE SLAB <br>STAMPING: 101-19 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 9.45 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION OF HWY 33, SET A BRONZE DISK IN CONCRETE SLAB 0.5 FOOT WESTERLY OF FLAGPOLE AT THE UPPER OJAI FIRE STATION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5325 101 2 V CO http://www.geocaching.com/mark/details.asp?PID=EW5325 101 2 V CO Geocache Geocache 101 2 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 2 V CO</h1> <b> PID </b> EW5325 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 54. (N) 119 14 03. (W) SCALED <br> <b> NAVD 88 </b> 230.689 (meters) 756.85 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 230.440 (meters) 756.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,562.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,890. </td><td> 1,886,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 229.917 (m) 754.32 (f) ADJ UNCH 1 1 <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: 11SKU947141(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <br>STAMPING: 1969 101-2 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 1.8 MI E FROM OJAI. 1.75 MILE EASTERLY ALONG HIGHWAY FROM THE JUNCTION HIGHWAY 33, SET A BRASS DISK IN CONCRETE TOP 2 INCHES ABOVE GROUND AT THE EASTERLY SIDE OF THE MAIN ENTRANCE ROAD TO SOULE PARK GOLF COURSE AND AT THE INTERSECTION OF A CHAIN-LINK FENCE AND A CONCRETE BLOCK WALL, 48 FEET SOUTHERLY OF WHITE STRIPE HIGHWAY 150, 35 FEET EASTERLY CENTER LINE OF ENTRANCE ROAD TO SOULE PARK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5344 101 20 V CO http://www.geocaching.com/mark/details.asp?PID=EW5344 101 20 V CO Geocache Geocache 101 20 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 20 V CO</h1> <b> PID </b> EW5344 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 07. (N) 119 07 51. (W) SCALED <br> <b> NAVD 88 </b> 454.040 (meters) 1489.63 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 453.530 (meters) 1487.96 (feet) COMP <br> <b> MODELED GRAV</b> 979,494.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,497.4 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 604,330. </td><td> 1,896,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 453.239 (m) 1487.00 (f) ADJ UNCH 1 1 <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: 11SLU042124(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-20 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 9.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.25 MI SOUTHEASTERLY OF THE VENTURA CO. SUMMIT FIRE STATION ALONG HWY 150, LOCATED ON THE NE SIDE OF HWY 150, AND NORTHERLY OF THE DRIVEWAY TO 12993 SANTA PAULA-OJAI RD, (HWY 150), 19.5 FT EASTERLY CENTER LINE HWY 150, 13.5 FT SOUTHERLY OF 36 IN OAK TREE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5305 101 21 V CO http://www.geocaching.com/mark/details.asp?PID=EW5305 101 21 V CO Geocache Geocache 101 21 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 21 V CO</h1> <b> PID </b> EW5305 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 49. (N) 119 07 25. (W) SCALED <br> <b> NAVD 88 </b> 411.838 (meters) 1351.17 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 411.370 (meters) 1349.64 (feet) COMP <br> <b> MODELED GRAV</b> 979,481.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 603,770. </td><td> 1,896,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 411.031 (m) 1348.52 (f) ADJ UNCH 1 1 <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: 11SLU048119(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-21 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT SANTA PAULA. 10.4 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.45 MI SOUTHEASTERLY OF THE INTERSECTION OF KOENIGSTEIN RD AND HWY 150 ALONG HWY 150 AND ON THE SOUTHWESTERLY SIDE OF HWY 150 AND ON THE SOUTHWESTERLY SIDE OF HWY 150, 34 FT SOUTHWESTERLY OF THE WHITE STRIPE AND 2.0 FT SE OF TELEPHONE POLE P-3166-Y. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5306 101 22 V CO http://www.geocaching.com/mark/details.asp?PID=EW5306 101 22 V CO Geocache Geocache 101 22 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 22 V CO</h1> <b> PID </b> EW5306 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 43. (N) 119 06 57. (W) SCALED <br> <b> NAVD 88 </b> 376.944 (meters) 1236.69 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.36 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 376.510 (meters) 1235.27 (feet) COMP <br> <b> MODELED GRAV</b> 979,483.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 603,580. </td><td> 1,897,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 376.137 (m) 1234.04 (f) ADJ UNCH 1 1 <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: 11SLU055117(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-22 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT SANTA PAULA. 10.95 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE LOCATED IN TOP OF 4 FT. PLUS OR MINUS BANK, 26 FT SOUTHERLY OF CENTERLINE OF ROADWAY, 65 FT EASTERLY OF MILE MARKER 27.08, 52 FT EASTERLY OF POWER POLE X5788E. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5307 101 23 V CO http://www.geocaching.com/mark/details.asp?PID=EW5307 101 23 V CO Geocache Geocache 101 23 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 23 V CO</h1> <b> PID </b> EW5307 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 37. (N) 119 06 26. (W) SCALED <br> <b> NAVD 88 </b> 355.637 (meters) 1166.79 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 355.240 (meters) 1165.48 (feet) COMP <br> <b> MODELED GRAV</b> 979,506.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 603,380. </td><td> 1,898,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 354.838 (m) 1164.16 (f) ADJ UNCH 1 1 <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: 11SLU063115(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-23 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 11.4 MI E FROM SANTA PAULA. 11.45 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 INCHES ABOVE GROUND, LOCATED APPROXIMATELY 1.0 MILE SOUTHEASTERLY OF THE INTERSECTION OF KOENIGSTEIN ROAD AND HIGHWAY 150, AT THE ENTRANCE TO CAMP BARLETT, 31 FEET NORTHERLY WHITE STRIPE OF HIGHWAY 150, 39 FEET EASTERLY POWER POLE NO. 5581-E. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5308 101 24 V CO http://www.geocaching.com/mark/details.asp?PID=EW5308 101 24 V CO Geocache Geocache 101 24 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 24 V CO</h1> <b> PID </b> EW5308 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 37. (N) 119 06 02. (W) SCALED <br> <b> NAVD 88 </b> 323.535 (meters) 1061.46 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 323.170 (meters) 1060.27 (feet) COMP <br> <b> MODELED GRAV</b> 979,513.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,514.2 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 603,380. </td><td> 1,898,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 322.738 (m) 1058.85 (f) ADJ UNCH 1 1 <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: 11SLU069114(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-24 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 11.8 MI E FROM SANTA PAULA. 11.85 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33, SET BRASS DISK IN CONCRETE WITH TOP 2 INCHES ABOVE GROUND, LOCATED APPROXIMATELY 1.40 MILES SOUTHEASTERLY OF THE INTERSECTION OF KOENIGSTEIN ROAD AND HIGHWAY 150 AND ON THE NORTHERLY SIDE OF HIGHWAY 150 AND WEST OF HOUSE NUMBERS 15303 - 15369 - 15501 - 15583 -- SANTA PAULA-OJAI ROAD (HIGHWAY 150) ENTRANCE ROAD, 26 FEET NORTHERLY WHITE STRIPE HIGHWAY 150, 11 FEET EASTERLY TELEPHONE POLE NO. P3117Y, 10 FEET NORTHERLY OF 30 INCH OAK TREE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5309 101 25 V CO http://www.geocaching.com/mark/details.asp?PID=EW5309 101 25 V CO Geocache Geocache 101 25 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 25 V CO</h1> <b> PID </b> EW5309 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 40. (N) 119 05 25. (W) SCALED <br> <b> NAVD 88 </b> 291.994 (meters) 957.98 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.35 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 291.670 (meters) 956.92 (feet) COMP <br> <b> MODELED GRAV</b> 979,518.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 603,460. </td><td> 1,899,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 291.199 (m) 955.38 (f) ADJ UNCH 1 1 <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: 11SLU079115(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-25 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 12.4 MI E FROM SANTA PAULA. 12.45 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE, LOCATED 93 FEET NORTHERLY OF ENTRANCE GATE TO FERNDALE RANCH, 50 FEET EASTERLY OF WHITE LINE ON HIGHWAY 150, 90 FEET SOUTHERLY OF THE SOUTHEAST CORNER OF BRIDGE NO. 52-104 CROSSING SANTA PAULA CREEK, 93 FEET NORTHERLY OF CENTER LINE FERNDALE RANCH DRIVEWAY, 50 FEET EASTERLY OF CENTER LINE HIGHWAY 150. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5310 101 26 V CO http://www.geocaching.com/mark/details.asp?PID=EW5310 101 26 V CO Geocache Geocache 101 26 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 26 V CO</h1> <b> PID </b> EW5310 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 23. (N) 119 05 08. (W) SCALED <br> <b> NAVD 88 </b> 295.937 (meters) 970.92 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.41 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 295.610 (meters) 969.85 (feet) COMP <br> <b> MODELED GRAV</b> 979,516.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 602,930. </td><td> 1,900,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 295.141 (m) 968.31 (f) ADJ UNCH 1 1 <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: 11SLU083110(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1969 101-26 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 12.9 MI E FROM SANTA PAULA. 12.9 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE, LOCATED 34 FEET EASTERLY OF WHITE LINE ON ROADWAY, 40 FEET NORTHERLY OF CONCRETE BOX CULVERT, 120 FEET NORTHERLY OF MILE MARKER 29.00. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5311 101 27 V CO http://www.geocaching.com/mark/details.asp?PID=EW5311 101 27 V CO Geocache Geocache 101 27 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 27 V CO</h1> <b> PID </b> EW5311 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 54. (N) 119 05 06. (W) SCALED <br> <b> NAVD 88 </b> 269.014 (meters) 882.59 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.53 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 268.720 (meters) 881.63 (feet) COMP <br> <b> MODELED GRAV</b> 979,525.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 602,030. </td><td> 1,900,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 268.221 (m) 879.99 (f) ADJ UNCH 1 1 <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: 11SLU083101(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-27 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 13.5 MI E FROM SANTA PAULA. 13.5 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION OF HIGHWAY 33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE, LOCATED 30 FEET WESTERLY OF WHITE LINE IN ROADWAY, 13 FEET NORTHERLY OF CENTER LINE DRIVE TO RANCHO LA GUESTA, 1 FOOT SOUTHERLY OF ROCKWALL FOR 30 INCH CMP, 33 FEET SOUTHERLY OF MILE MARKER 29.51. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5320 101 28 V CO http://www.geocaching.com/mark/details.asp?PID=EW5320 101 28 V CO Geocache Geocache 101 28 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 28 V CO</h1> <b> PID </b> EW5320 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 11. (N) 119 04 18. (W) SCALED <br> <b> NAVD 88 </b> 173.404 (meters) 568.91 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.87 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 173.210 (meters) 568.27 (feet) COMP <br> <b> MODELED GRAV</b> 979,544.0 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,548.1 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 598,850. </td><td> 1,901,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 172.615 (m) 566.32 (f) ADJ UNCH 1 1 <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: 11SLU095069(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 1969 101-28 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.6 MI N FROM SANTA PAULA. 2.67 MILES NORTHERLY ALONG HIGHWAY FROM JUNCTION WITH HIGHWAY 126, SET A BRONZE DISK IN CONCRETE AT THE MUPU GRAMMAR SCHOOL, 34 FEET EAST WHITE LINE HIGHWAY 150, 75 FEET NORTHERLY OF FLAG POLE, 22 FEET WESTERLY OF MUPU SCHOOL BUILDING, 1 1/2 FEET EASTERLY, 1.5 FEET SOUTHERLY OF SOUTHWEST CORNER OF CHAIN LINK FENCE CORNER. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5322 101 29 V CO http://www.geocaching.com/mark/details.asp?PID=EW5322 101 29 V CO Geocache Geocache 101 29 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 29 V CO</h1> <b> PID </b> EW5322 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 22 50. (N) 119 04 04. (W) SCALED <br> <b> NAVD 88 </b> 159.497 (meters) 523.28 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.93 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 159.320 (meters) 522.70 (feet) COMP <br> <b> MODELED GRAV</b> 979,545.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 598,200. </td><td> 1,901,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 158.709 (m) 520.70 (f) ADJ UNCH 1 1 <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: 11SLU098062(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-29 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.2 MI N FROM SANTA PAULA. 2.2 MILES NORTHERLY ALONG HIGHWAY 150 FROM JUNCTION OF HIGHWAY 126, A BRONZE DISK SET IN CONCRETE 150 FEET PLUS OR MINUS NORTHERLY OF APRIL LANE, 36 FEET WESTERLY OF WHITE LINE OF HIGHWAY 150, 2 FEET WESTERLY AND 1 FOOT NORTHERLY OF EAST END OF BLOCK WALL 18 INCHES HIGH, 5 FEET WESTERLY OF POWER POLE NO. 1405756E. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5326 101 3 V CO http://www.geocaching.com/mark/details.asp?PID=EW5326 101 3 V CO Geocache Geocache 101 3 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 3 V CO</h1> <b> PID </b> EW5326 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 57. (N) 119 13 37. (W) SCALED <br> <b> NAVD 88 </b> 235.771 (meters) 773.53 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 235.520 (meters) 772.70 (feet) COMP <br> <b> MODELED GRAV</b> 979,562.3 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,562.2 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 605,970. </td><td> 1,887,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 234.998 (m) 770.99 (f) ADJ UNCH 1 1 <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: 11SKU954142(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: 1969 101-3 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.2 MI E FROM OJAI. 2.2 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY 33, SET A BRASS DISK IN CONCRETE TOP 2 INCHES ABOVE GROUND AT THE NORTHWEST CORNER TO ENTRANCE ROAD TO CATHOLIC CHURCH LOCATED APPROXIMATELY 450 FEET PLUS OR MINUS EAST OF THE INTERSECTION OF HIGHWAY 150 AND GRIDLEY ROAD, 37 FEET NORTHERLY OF CENTER LINE OF HIGHWAY 150, 14 FEET WESTERLY OF CENTER LINE OF ENTRANCE DRIVEWAY TO LIBERAL CATHOLIC CHURCH. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5236 101 30 V CO http://www.geocaching.com/mark/details.asp?PID=EW5236 101 30 V CO Geocache Geocache 101 30 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 30 V CO</h1> <b> PID </b> EW5236 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 22 25. (N) 119 03 55. (W) SCALED <br> <b> NAVD 88 </b> 140.792 (meters) 461.92 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.00 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 140.640 (meters) 461.42 (feet) COMP <br> <b> MODELED GRAV</b> 979,545.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 597,420. </td><td> 1,902,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 140.005 (m) 459.33 (f) ADJ UNCH 1 1 <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: 11SLU101055(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-30 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 1.7 MI N FROM SANTA PAULA. 1.7 MILES NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY 126, A BRONZE DISK SET IN CONCRETE 100 FEET PLUS OR MINUS SOUTHERLY OF THE INTERSECTION OF ROYAL OAK PLACE AND 30 FEET PLUS OR MINUS WESTELY OF WHITE LINE HIGHWAY 150, 2.5 FEET NORTHERLY OF NORTH END OF A CHAIN LINK FENCE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5235 101 31 V CO http://www.geocaching.com/mark/details.asp?PID=EW5235 101 31 V CO Geocache Geocache 101 31 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 31 V CO</h1> <b> PID </b> EW5235 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 21 55. (N) 119 03 43. (W) SCALED <br> <b> NAVD 88 </b> 113.516 (meters) 372.43 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 113.390 (meters) 372.01 (feet) COMP <br> <b> MODELED GRAV</b> 979,551.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 596,500. </td><td> 1,902,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 112.731 (m) 369.85 (f) ADJ UNCH 1 1 <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: 11SLU103045(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-31 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20030707</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 1.1 MI N FROM SANTA PAULA. 1.1 MILES NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY 126, ON THE WEST SIDE OF THE HIGHWAY AND 15 FEET PLUS OR MINUS NORTH OF THE CENTER LINE OF THE EXIT ROAD FROM MILL PARK IN SANTA PAULA, A BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND, 3 1/2 FEET NORTHERLY AND 1 FOOT WESTERLY OF SOUTHERLY-MOST ROCK POST (30 INCH X 30 INCH SQUARE). <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY GEOCACHING 2003 (JBC) ADD TO END OF 1969 DESCRIPTION, 'AND ONE FOOT SOUTHEAST OF A THREE-FOOT TALL, METAL WITNESS POST WITH AN ORANGE SIGN.' EW5234 101 32 V CO http://www.geocaching.com/mark/details.asp?PID=EW5234 101 32 V CO Geocache Geocache 101 32 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 32 V CO</h1> <b> PID </b> EW5234 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 21 35. (N) 119 03 38. (W) SCALED <br> <b> NAVD 88 </b> 99.725 (meters) 327.18 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 99.620 (meters) 326.84 (feet) COMP <br> <b> MODELED GRAV</b> 979,557.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 595,880. </td><td> 1,902,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.941 (m) 324.61 (f) ADJ UNCH 1 1 <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: 11SLU105039(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1969 101-32 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20030707</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 0.7 MI N FROM SANTA PAULA. .72 OF A MILE NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY 126, ON THE EAST SIDE OF THE HIGHWAY, 80 FEET PLUS OR MINUS NORTH OF THE INTERSECTION OF SATICOY STREET AND HIGHWAY 150 (OR OJAI ROAD), 1 FOOT EASTERLY OF A CONCRETE SIDEWALK, 10 FEET SOUTHERLY OF NORTH END OF TRAFFIC ISLAND, A BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY GEOCACHING 2003 (JBC) ADD TO THE END OF THE 1969 DESCRIPTION, 'THE NOTATION, '101-32', IS PAINTED IN WHITE ON THE ASPHALT DIRECTLY ACROSS THE SIDEWALK FROM THE DISK.' EW5233 101 33 http://www.geocaching.com/mark/details.asp?PID=EW5233 101 33 Geocache Geocache 101 33 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 33</h1> <b> PID </b> EW5233 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 21 22. (N) 119 03 39. (W) SCALED <br> <b> NAVD 88 </b> 89.716 (meters) 294.34 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.14 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 89.620 (meters) 294.03 (feet) COMP <br> <b> MODELED GRAV</b> 979,561.2 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,565.3 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 595,480. </td><td> 1,902,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 88.933 (m) 291.77 (f) ADJ UNCH 1 1 <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: 11SLU104035(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 101-33 1969 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890421</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040705</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 AT SANTA PAULA. AT SANTA PAULA, AT THE NORTHWEST CORNER OF THE JUNCTION OF SANTA BARBARA STREET AND 10TH STREET, AT THE SOUTHEAST CORNER OF THE SOUTHERN PACIFIC STATION, 25.2 FEET WEST OF THE WEST CURB OF 10TH, 34.0 FEET NORTH OF THE NORTH CURB OF SANTA BARBARA STREET, 3.6 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 1.6 FEET EAST OF THE EAST WALL OF THE STATION, A DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURROUNDING ASPHALT PAVED AREA. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AT SANTA PAULA, AT THE NORTHWEST CORNER OF THE JUNCTION OF SANTA BARBARA AND 10TH STREET, AT THE SOUTHEAST CORNER OF THE SOUTHERN PACIFIC RAILROAD STATION, 25.2 FT. WEST OF THE WEST CURB OF 10TH STREET, 34 FT. NORTH OF THE NORTH CURB OF SANTA BARBARA STREET, 3.6 FT. NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE STATION, 1.6 FT. EAST OF THE EAST WALL OF STATION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (JBC) THE RAILROAD DEPOT NOW HOUSES THE SANTA PAULA CHAMBER OF COMMERCE AND THE SANTA PAULA ART ASSOCIATION GALLERY. EW5379 101 34 V CO http://www.geocaching.com/mark/details.asp?PID=EW5379 101 34 V CO Geocache Geocache 101 34 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 34 V CO</h1> <b> PID </b> EW5379 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> MATILIJA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 40. (N) 119 16 11. (W) SCALED <br> <b> NAVD 88 </b> 224.485 (meters) 736.50 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.42 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 224.247 (meters) 735.72 (feet) COMP <br> <b> MODELED GRAV</b> 979,571.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 605,500. </td><td> 1,883,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 223.715 (m) 733.97 (f) ADJ UNCH 1 1 <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: 11SKU914137(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE MONUMENT <br>STAMPING: 1969 101-34 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 0.5 MI NW FROM OJAI. 0.50 MILE NORTHWEST ALONG HIGHWAY 33 FROM THE INTERSECTION OF HIGHWAY 150, ON THE SOUTH SIDE OF HIGHWAY 33, AT THE NORTHWEST PROPERTY CORNER OF NOFDOFF HIGH SCHOOL PROPERTY, 1 FOOT NORTHEAST OF A SIX FOOT HIGH CHAIN LINK FENCE, 1.5 FOOT EAST OF THE END OF THE FENCE, A BRASS CAPPED MONUMENT SET IN CONCRETE 2 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT OJAI, THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 33, AT THE NORTHWEST PROPERTY CORNER OF NORDOFF HIGH SCHOOL, 27.4 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.5 FT. EAST OF AN UNDERGROUND CABLE WARNING POST, 2.6 FT. NORTHEAST OF A FENCE CORNER. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 RECOVERED IN GOOD CONDITION. EW5376 101 35 V CO http://www.geocaching.com/mark/details.asp?PID=EW5376 101 35 V CO Geocache Geocache 101 35 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 35 V CO</h1> <b> PID </b> EW5376 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> MATILIJA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 27 17. (N) 119 16 39. (W) SCALED <br> <b> NAVD 88 </b> 242.218 (meters) 794.68 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.29 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 241.961 (meters) 793.83 (feet) COMP <br> <b> MODELED GRAV</b> 979,571.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 606,650. </td><td> 1,882,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 241.445 (m) 792.14 (f) ADJ UNCH 1 1 <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: 11SKU907149(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE MONUMENT <br>STAMPING: 1969 101-35 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 1.4 MI NW FROM OJAI. 1.45 MILES NORTHWEST ALONG HIGHWAY 33 FROM THE INTERSECTION OF HIGHWAY 150, AT THE NORTHWEST CORNER OF THE INTERSECTION OF HIGHWAY 33 AND ALVARADO AVENUE, A BRASS CAPPED MONUMENT SET IN CONCRETE FLUSH WITH GROUND, 11 FEET SOUTHERLY OF TELEPHONE POLE NO. 588945H, 6 1/2 FEET WESTERLY OF A FIRE HYDRANT, 39 FEET SOUTHWESTERLY OF CENTERLINE HIGHWAY 33, 22 1/2 FEET NORTHWESTERLY OF CENTERLINE ALVARADO AVENUE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT OJAI, THENCE 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE JUNCTION OF ALVARADO AVENUE, 39.0 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.5 FT. NORTHWEST OF THE CENTER LINE OF THE AVENUE 11.0 FT. SOUTH OF POWER POLE 588945H, 6.5 FT. WEST OF A FIRE HYDRANT 3.0 FT. SOUTHEAST OF A FENCE. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 RECOVERED IN GOOD CONDITION. EW5327 101 4 V CO http://www.geocaching.com/mark/details.asp?PID=EW5327 101 4 V CO Geocache Geocache 101 4 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 4 V CO</h1> <b> PID </b> EW5327 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 58. (N) 119 13 09. (W) SCALED <br> <b> NAVD 88 </b> 243.521 (meters) 798.95 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.26 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 243.260 (meters) 798.10 (feet) COMP <br> <b> MODELED GRAV</b> 979,555.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 606,000. </td><td> 1,887,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 242.747 (m) 796.41 (f) ADJ UNCH 1 1 <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: 11SKU961142(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 1969 101-4 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 2.6 MI E FROM OJAI. 2.6 MILES EASTERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY 33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE OF NORTHEAST WINGWALL OF BRIDGE ON GORHAM ROAD, 400 FEET PLUS OR MINUS NORTHERLY OF CENTER LINE OF HIGHWAY 150, 18 FEET EASTERLY FROM CENTER LINE GORHAM ROAD. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5328 101 5 V CO http://www.geocaching.com/mark/details.asp?PID=EW5328 101 5 V CO Geocache Geocache 101 5 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 5 V CO</h1> <b> PID </b> EW5328 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 51. (N) 119 12 51. (W) SCALED <br> <b> NAVD 88 </b> 249.652 (meters) 819.07 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 249.380 (meters) 818.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,552.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,780. </td><td> 1,888,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 248.877 (m) 816.52 (f) ADJ UNCH 1 1 <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: 11SKU965140(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: 101-5 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 2.9 MI EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY 33, SET BRASS DISK IN CONCRETE TOP 2 IN ABOVE GROUND ON THE N SIDE OF HIGHWAY 150 APPROXIMATELY 0.3 MI E OF THE INTERSECTION OF HWY 150 AND GORHAM RD, AND AT THE ENTRANCE TO ST. JOSEPH CONVALESCENT HOSPITAL, 28 FT NORTHERLY OF CENTER LINE OF HIGHWAY 150, 38 FT WESTERLY OF CENTER LINE OF HOSPITAL ENTRANCE DRIVEWAY. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5329 101 6 V CO http://www.geocaching.com/mark/details.asp?PID=EW5329 101 6 V CO Geocache Geocache 101 6 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 6 V CO</h1> <b> PID </b> EW5329 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 46. (N) 119 12 22. (W) SCALED <br> <b> NAVD 88 </b> 260.725 (meters) 855.40 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 260.440 (meters) 854.46 (feet) COMP <br> <b> MODELED GRAV</b> 979,554.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,610. </td><td> 1,889,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 259.950 (m) 852.85 (f) ADJ UNCH 1 1 <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: 11SKU973138(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-6 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 3.45 MI EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY 33, SET A BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND ON THE S SIDE OF HIGHWAY 150 AT THE SE CORNER OF HWY 150 AND CARNE ROAD, 2.0 FT N OF THE FACE OF A ROCK WALL AND 3 FT E OF TELEPHONE POLE 716807H, 26 FT SOUTHERLY OF CENTER LINE OF HIGHWAY 150. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5330 101 7 V CO http://www.geocaching.com/mark/details.asp?PID=EW5330 101 7 V CO Geocache Geocache 101 7 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 7 V CO</h1> <b> PID </b> EW5330 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 42. (N) 119 12 06. (W) SCALED <br> <b> NAVD 88 </b> 283.240 (meters) 929.26 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 282.940 (meters) 928.28 (feet) COMP <br> <b> MODELED GRAV</b> 979,552.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,480. </td><td> 1,889,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 282.465 (m) 926.72 (f) ADJ UNCH 1 1 <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: 11SKU977136(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-7 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 3.75 MI EASTERLY ALONG HWY 150 FROM JUNCTION WITH HWY 33, SET A BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY 0.2 MI EASTERLY OF THE INTERSECTION OF HWY 150 AND REEVES RD, AND ON THE S SIDE OF HWY 150, 21 FT SOUTHERLY OF CENTER LINE OF HWY 150, 3 FT SOUTHERLY WOOD AND METAL GUARD RAIL, 8 FT WESTERLY TELEPHONE POLE 91850H. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5331 101 8 V CO http://www.geocaching.com/mark/details.asp?PID=EW5331 101 8 V CO Geocache Geocache 101 8 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 8 V CO</h1> <b> PID </b> EW5331 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 35. (N) 119 12 06. (W) SCALED <br> <b> NAVD 88 </b> 309.195 (meters) 1014.42 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.30 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 308.860 (meters) 1013.32 (feet) COMP <br> <b> MODELED GRAV</b> 979,549.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,270. </td><td> 1,889,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 308.419 (m) 1011.87 (f) ADJ UNCH 1 1 <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: 11SKU977134(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-8 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. 4.05 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS DISK IN CONCRETE, TOP 2 IN ABOVE GROUND, LOCATED ON THE SOUTHERLY SIDE OF HWY 150 APPROXIMATELY 0.5 MI EASTERLY OF THE INTERSECTION OF HWY 150 AND REEVES RD, 29 FT SOUTHWESTERLY OF WHITE STRIPE ON HWY 150, 32 FT EASTERLY OF CENTER LINE DRIVEWAY TO HOUSE NO. 3510, 2 FT NORTHEASTERLY OF CHAIN LINK FENCE. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5332 101 9 V CO http://www.geocaching.com/mark/details.asp?PID=EW5332 101 9 V CO Geocache Geocache 101 9 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 9 V CO</h1> <b> PID </b> EW5332 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OJAI (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 28. (N) 119 11 52. (W) SCALED <br> <b> NAVD 88 </b> 343.341 (meters) 1126.44 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 342.970 (meters) 1125.23 (feet) COMP <br> <b> MODELED GRAV</b> 979,545.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code A , SEE BELOW <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 February 1993. * This is a READJUSTED BENCH MARK height. Code A indicates a distribution rate of 0.0 thru 1.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <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 5 </td><td> 605,050. </td><td> 1,889,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 342.564 (m) 1123.90 (f) ADJ UNCH 1 1 <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: 11SKU980132(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 101-9 1969 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT OJAI. A BRASS DISK SET IN CONCRETE 4.5 MI EASTERLY ALONG HWY 150 FROM THE INTERSECTION WITH HWY 33 GOING TO SANTA PAULA, AND 140 FT WESTERLY OF PILE POST 20.83, 33 FT NORTHWESTERLY OF CENTER LINE OF HWY 150. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW5217 102 10 http://www.geocaching.com/mark/details.asp?PID=EW5217 102 10 Geocache Geocache 102 10 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 10</h1> <b> PID </b> EW5217 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 19 39. (N) 119 05 57. (W) SCALED <br> <b> NAVD 88 </b> 68.994 (meters) 226.36 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.40 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 68.920 (meters) 226.12 (feet) COMP <br> <b> MODELED GRAV</b> 979,570.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 592,340. </td><td> 1,898,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 68.221 (m) 223.82 (f) ADJ UNCH 1 1 <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: 11SLU068004(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-10 1969 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890420</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 3.2 MI SW FROM SANTA PAULA. 3.15 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SANTA PAULA, 0.3 MILE NORTHEAST OF THE CROSSING OF BRIGGS ROAD, AT A PRIVATE ROAD CROSSING, 46.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 58 FEET EAST OF THE CENTER OF THE CROSSING, 32 1/2 FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF THE CROSSING, 2.2 FEET WEST OF THE WEST SIDE OF A CONCRETE STANDPIPE WHICH PROJECTS 4 1/2 FEET, 1.0 FOOT NORTHWEST OF A WITNESS POST. ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, DELETE 32 1/2 FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF THE CROSSING EW5254 102 11 V CO http://www.geocaching.com/mark/details.asp?PID=EW5254 102 11 V CO Geocache Geocache 102 11 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 11 V CO</h1> <b> PID </b> EW5254 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 20 50. (N) 119 04 12. (W) SCALED <br> <b> NAVD 88 </b> 73.95 (+/-2cm) 242.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.22 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 594,500. </td><td> 1,901,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 73.18 (m) 240.1 (f) COMPUTED 1 1 <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: 11SLU096025(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 1969 102-11 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT SANTA PAULA. IN THE CITY OF SANTA PAULA AT THE INTERSECTION OF PALM AVENUE AND HARVARD BOULEVARD, 92 FT E OF THE CENTERLINE OF PALM AVENUE, 33 FT N OF THE CENTERLINE OF HARVARD BOULEVARD, A STANDARD VENTURA COUNTY BENCH MARK STAMPED 1969 102-11, SET FLUSH IN 8 IN CONCRETE CURB. EW5249 102 12 V CO http://www.geocaching.com/mark/details.asp?PID=EW5249 102 12 V CO Geocache Geocache 102 12 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 12 V CO</h1> <b> PID </b> EW5249 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 21 20. (N) 119 03 05. (W) SCALED <br> <b> NAVD 88 </b> 86.19 (+/-2cm) 282.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.13 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 595,410. </td><td> 1,903,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 85.41 (m) 280.2 (f) COMPUTED 1 1 <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: 11SLU113034(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 1969 102-12 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT SANTA PAULA. IN THE CITY OF SANTA PAULA ON HARVARD BOULEVARD, 300 FT E OF THE INTERSECTION OF VENTURA STREET, 40 FT S OF THE CENTERLINE OF HARVARD BOULEVARD, 19 FT W OF THE DIRVE TO SANTA PAULA BOYS CLUB AT THE RECREATION CENTER PARK, A STANDARD VENTURA COUNTY BENCH MARK STAMPED 1969 102-12, SET FLUSH IN 6 IN CONCRETE CURB. EW5239 102 13 http://www.geocaching.com/mark/details.asp?PID=EW5239 102 13 Geocache Geocache 102 13 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 13</h1> <b> PID </b> EW5239 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 22 07. (N) 119 01 04. (W) SCALED <br> <b> NAVD 88 </b> 103.962 (meters) 341.08 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.99 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.849 (meters) 340.71 (feet) COMP <br> <b> MODELED GRAV</b> 979,555.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 596,820. </td><td> 1,906,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 103.234 (m) 338.69 (f) ADJ UNCH 1 1 <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: 11SLU144048(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-13 1969 <br>MARK LOGO: CA-111 <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 - April 24, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890424</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 2.6 MI NE FROM SANTA PAULA. 2.65 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SANTA PAULA, 0.2 MILE EAST OF A PRIVATE ROAD CROSSING, 0.15 MILE WEST OF A PRIATE ROAD CROSSING, 11 POLE NORTHEAST OF MILE POLE 417, 120 FEET EAST OF THE CENTER LINE OF A CONCRETE DRIVE SOUTH TO A HOUSE, 39.6 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF THE DRIVE, 1.1 FEET NORTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, DELETE 1 1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF THE DRIVE, DELETE 11 POLES NORTHEAST OF MILE POLE 417, ADD 0.05 M (0.2 FT) ABOVE GROUND SURFACE. EW5237 102 14 http://www.geocaching.com/mark/details.asp?PID=EW5237 102 14 Geocache Geocache 102 14 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 14</h1> <b> PID </b> EW5237 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> SANTA PAULA (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 22 24. (N) 119 00 22. (W) SCALED <br> <b> NAVD 88 </b> 113.695 (meters) 373.01 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.94 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 113.572 (meters) 372.61 (feet) COMP <br> <b> MODELED GRAV</b> 979,552.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 5 </td><td> 597,340. </td><td> 1,907,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 112.905 (m) 370.42 (f) ADJ UNCH 1 1 <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: 11SLU155053(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-14 1969 <br>MARK LOGO: CA-111 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890424</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 3.4 MI NE FROM SANTA PAULA. 3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SANTA PAULA, 0.1 MILE EAST OF MILE POLE 418 AND THE CROSSING OF A PRIVATE ROAD, 38.3 FEET SOUTH OF THE SOUTH RAIL, 19 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ASPHALT ROAD ALONG SOUTH SIDE OF TRACKS, 2 FEET NORTHWEST OF THE THIRD POLE EAST OF THE MILE POLE AND CROSSING, 1.9 FEET NORTH OF A WITNESS POST, 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS, ADD 66.1 M (216.9 FT) NORTH OF A WIND MACHINE PROJECTING ABOUT 40.0 FT, DELETE 2 FEET NORTHWEST OF THE THIRD POLE EAST OF THE MILE POLE AND CROSSING, CHANGE 1.9 FEET NORTH OF A WITNESS POST TO 0.3 M (1.0 FT) NORTH OF A WITNESS POST. EW4726 102 15 http://www.geocaching.com/mark/details.asp?PID=EW4726 102 15 Geocache Geocache 102 15 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 15</h1> <b> PID </b> EW4726 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> FILLMORE (1951) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 34 23 59.75023(N) 118 54 12.33813(W) ADJUSTED <br> <b> NAVD 88 </b> 146.384 (meters) 480.26 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1995.00 <br> <b> X </b> -2,546,408.071 (meters) COMP <br> <b> Y </b> -4,612,158.179 (meters) COMP <br> <b> Z </b> 3,583,201.154 (meters) COMP <br> <b> LAPLACE CORR</b> 2.38 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 111.72 (meters) (11/30/95) GPS OBS <br> <b> GEOID HEIGHT</b> -34.65 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 146.222 (meters) 479.73 (feet) COMP <br> <b> MODELED GRAV</b> 979,531.8 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS I <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in November 1995. This is a SPECIAL STATUS position. See SPECIAL STATUS under the DATUM ITEM on the data sheet items page. 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 determined by differential leveling and adjusted by the National Geodetic Survey in June 1995. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <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>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 600,197.849 1</td><td>916,936.280</td><td> MT </td><td>0.99994079</td><td> -0 ' 30 53.9"</td></tr><tr><td>SPC CA 5 </td><td>1,969,149.11 6</td><td>289,148.45 </td><td> sFT </td><td>0.99994079</td><td> -0 ' 30 53.9"</td></tr><tr><td>UTM 11 </td><td>3,808,143.201 </td><td>325,038.936</td><td> MT </td><td>0.99997733</td><td> -1 ' 04 32.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99998246 x 0.99994079 = 0.99992325 <br> <b>UTM 11 </b> 0.99998246 x 0.99997733 = 0.99995979 <br> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 146.372 (m) 480.22 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 145.562 (m) 477.56 (f) ADJ UNCH 1 1 <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: 11SLU2503908143(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-15 1969 <br>MARK LOGO: CA-111 <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 - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 0.5 MI E FROM FILLMORE. 0.5 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, AT THE CROSSING OF AN ASPHALT ROAD LEADING TO A TEXACO BULK PLANT, 47.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 1.9 FEET NORTH OF THE FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS. 0.9 KM (0.55 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE IN FILLMORE. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 14.6 M (47.9 FT) SOUTH OF THE NEAR RAIL, 9.0 M (29.5 FT) EAST OF THE CENTER OF A PAVED ROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE ROAD, 1.2 M (3.9 FT) EAST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. EW4725 102 16 http://www.geocaching.com/mark/details.asp?PID=EW4725 102 16 Geocache Geocache 102 16 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 16</h1> <b> PID </b> EW4725 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> FILLMORE (1951) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 54. (N) 118 53 42. (W) SCALED <br> <b> NAVD 88 </b> 139.894 (meters) 458.97 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.65 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 139.741 (meters) 458.47 (feet) COMP <br> <b> MODELED GRAV</b> 979,539.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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 5 </td><td> 600,010. </td><td> 1,917,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 139.886 (m) 458.94 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 139.082 (m) 456.30 (f) ADJ UNCH 1 1 <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: 11SLU258079(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-16 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 1 MI E FROM FILLMORE. 1.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, AT THE CROSSING OF STATE HIGHWAY 126, 42.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 178 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 20 1/2 FEET NORTH OF A T JUNCTION POWER POLE WITH THREE GUY WIRES, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A WITNESS POST, 3 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS. 1.8 KM (1.10 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE IN FILLMORE. DELETE 2 1/2 FEET SOUTH OF A TELEPHONE POLE. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 18.7 M (61.4 FT) NORTH OF THE AVENUE CENTERLINE, 13.9 M (45.6 FT) NORTHWEST OF THE EAST END OF A RETAINING WALL, 13.0 M (42.7 FT) SOUTHWEST OF THE NEAR RAIL, 6.3 M (20.7 FT) NORTH OF UTILITY POLE NUMBER BF 39443 15E WITH 3 GUY CABLES ATTACHED, 3.3 M (10.8 FT) NORTHEAST OF A WALL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. EW4723 102 17 http://www.geocaching.com/mark/details.asp?PID=EW4723 102 17 Geocache Geocache 102 17 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 17</h1> <b> PID </b> EW4723 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> FILLMORE (1951) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 37. (N) 118 53 06. (W) SCALED <br> <b> NAVD 88 </b> 143.378 (meters) 470.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 143.219 (meters) 469.88 (feet) COMP <br> <b> MODELED GRAV</b> 979,531.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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 5 </td><td> 599,480. </td><td> 1,918,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 143.362 (m) 470.35 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 142.543 (m) 467.66 (f) ADJ UNCH 1 1 <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: 11SLU267074(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-17 1969 <br>MARK LOGO: CA-111 <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 - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 1.7 MI E FROM FILLMORE. 1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, THENCE 0.1 MILE SOUTH ALONG ASPHALT ROAD TO FISH HATCHERY, AT NORTH EDGE OF FISH HATCHERY, 115 FEET EAST OF CENTER LINE OF ROAD, 3 FEET EAST OF NORTHWEST CORNER OF CYCLONE FENCE AROUND RAIN GAGE STATION, 45 FEET WEST OF POWER POLE 1896638E WITH TRANSFORMER, 1.1 FOOT NORTH OF FENCE, 0.8 FOOT NORTH OF WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS. 2.9 KM (1.80 MI)EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE IN FILLMORE, THENCE 0.2 KM (0.10 MI) SOUTH ALONG A PAVED ROAD TO THE CALIFORNIA DEPARTMENT OF FISH AND GAME, FISH HATCHERY OFFICE BUILDING. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A ROAD LEADING TO THE FILLMORE STATE FISH HATCHERY, 40.4 M (132.5 FT) EAST OF THE NORTHEAST CORNER OF THE HATCHERY OFFICE, 28.2 M (92.5 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.9 M (3.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A RAIN GAUGE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. EW4722 102 18 http://www.geocaching.com/mark/details.asp?PID=EW4722 102 18 Geocache Geocache 102 18 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 18</h1> <b> PID </b> EW4722 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> FILLMORE (1951) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 37. (N) 118 52 47. (W) SCALED <br> <b> NAVD 88 </b> 148.371 (meters) 486.78 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.66 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 148.207 (meters) 486.24 (feet) COMP <br> <b> MODELED GRAV</b> 979,526.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. 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 5 </td><td> 599,480. </td><td> 1,919,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 148.356 (m) 486.73 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 147.524 (m) 484.00 (f) ADJ UNCH 1 1 <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: 11SLU272074(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-18 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 2 MI E FROM FILLMORE. 1.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, 12 3/4 POLES EAST OF MILE POLE 624, 41.8 FEET SOUTH OF THE SOUTH RAIL, 51.6 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL PUMP HOUSE BUILDING, 32 FEET SOUTHWEST OF THE 13TH POLE EAST OF THE MILE POLE, 9 FEET NORTH OF THE NORTH ONE OF A ROW OF FOUR TREES, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS. 3.3 KM (2.05 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE IN FILLMORE, 0.5 KM (0.30 MI) EAST OF A PAVED ROAD LEADING SOUTH TO THE CALIFORNIA FISH AND GAME, FISH HATCHERY. 33.5 M (109.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 15.8 M (51.8 FT) EAST OF THE CENTER OF A DRIVEWAY AND GATE, 12.8 M (42.0 FT) SOUTH OF THE NEAR RAIL, 11.7 M (38.4 FT) NORTH OF THE NORTHEAST CORNER OF A RAILROAD BOX CAR, 7.0 M (23.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 2.9 M (9.5 FT) NORTH OF THE MOST NORTHERLY ONE OF FOUR LARGE TREES, 9.6 M (31.5 FT) BELOW THE RAILROAD TRACKS, 0.07 M (0.2 FT) ABOVE THE GROUND SURFACE. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 33.7 M (110.6 FT) NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 16.0 M (52.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 12.7 M (41.7 FT) SOUTH OF THE NEAR RAIL, 8.9 M (29.2 FT) SOUTH OF AND LEVEL WITH THE CENTER OF A DIRT ROAD, 4.9 M (16.1 FT) WEST OF THE CENTER OF A DRIVEWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. EW4721 102 19 http://www.geocaching.com/mark/details.asp?PID=EW4721 102 19 Geocache Geocache 102 19 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 19</h1> <b> PID </b> EW4721 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 33. (N) 118 52 17. (W) SCALED <br> <b> NAVD 88 </b> 152.793 (meters) 501.29 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.66 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 152.624 (meters) 500.73 (feet) COMP <br> <b> MODELED GRAV</b> 979,526.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. 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 5 </td><td> 599,350. </td><td> 1,919,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 152.780 (m) 501.25 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 151.971 (m) 498.59 (f) ADJ UNCH 1 1 <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: 11SLU279072(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-19 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 2.4 MI E FROM FILLMORE. 2.4 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, ABOUT 2 POLES WEST OF A PRIVATE ROAD CROSSING, 3 1/2 POLES WEST OF MILE POLE 427, AT A POWER LINE CROSSING, 46.8 FEET NORTH OF THE NORTH RAIL, 3 FEET EAST OF SOUTHWEST CORNER OF CYCLONE FENCE AROUND A TEXACO GAS INSTALLATION, 1.3 FEET SOUTH OF THE FENCE, 14 1/2 FEET WEST OF POINT DIRECTLY UNDER POWER LINE, 1 1/2 FEET HIGHER THAN THE TRACK, 0.9 FOOT SOUTH OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS. 4.1 KM (2.55 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE IN FILLMORE. 115.1 M (377.6 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH AND A RAILROAD CROSSING, 14.4 M (47.2 FT) NORTH OF THE NEAR RAIL, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE RAILROAD TRACK AND LEVEL WITH THE GROUND SURFACE. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 114.1 M (374.3 FT) WEST OF THE CENTER OF A PAVED ROAD, 61.8 M (202.8 FT) WEST OF THE NORTHWEST CORNER OF A RAILROAD BRIDGE, 18.8 M (61.7 FT) NORTH OF THE CENTER OF A TRACK ROAD, 14.3 M (46.9 FT) NORTH OF THE NEAR RAIL, 0.6 M (2.0 FT) SOUTH OF A METAL POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. EW5945 102 2 RM 1 V CO http://www.geocaching.com/mark/details.asp?PID=EW5945 102 2 RM 1 V CO Geocache Geocache 102 2 RM 1 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 2 RM 1 V CO</h1> <b> PID </b> EW5945 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OXNARD (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 14 37. (N) 119 14 07. (W) SCALED <br> <b> NAVD 88 </b> 16.81 (+/-2cm) 55.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.08 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 583,180. </td><td> 1,886,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 16.06 (m) 52.7 (f) COMPUTED 1 1 <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: 11SKT941914(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 1969 102-2 RM-1 <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>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT VENTURA. AT A DISTANCE OF 6,972 FEET EASTERLY ALONG OLIVAS PARK DRIVE FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE. 31 FEET SOUTHERLY FROM THE CENTERLINE OF OLIVAS PARK DRIVE, 5 IN W FROM THE E END OF A 10-IN X 19-FT CONCRETE HEADWALL, A STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 102-2 RM-1. EW5946 102 2 V CO http://www.geocaching.com/mark/details.asp?PID=EW5946 102 2 V CO Geocache Geocache 102 2 V CO CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 2 V CO</h1> <b> PID </b> EW5946 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> OXNARD (1967) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 14 37. (N) 119 14 04. (W) SCALED <br> <b> NAVD 88 </b> 17.04 (+/-2cm) 55.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.07 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (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 5 </td><td> 583,180. </td><td> 1,886,290. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 16.30 (m) 53.5 (f) COMPUTED 1 1 <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: 11SKT942914(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WELL <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>CA-111</td></tr><tr><td>1969 </td><td>GOOD </td><td>CA-111</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 AT VENTURA. AT A DISTANCE OF 7,228 FEET EASTERLY ALONG OLIVAS PARK DRIVE FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE. IN THE CENTER OF OLIVAS PARK DRIVE AND ON A CENTERLINE MONUMENT SET IN A WELL AT P.I. STA. 72+28.04. EW4719 102 20 http://www.geocaching.com/mark/details.asp?PID=EW4719 102 20 Geocache Geocache 102 20 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 20</h1> <b> PID </b> EW4719 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 33. (N) 118 51 36. (W) SCALED <br> <b> NAVD 88 </b> 163.560 (meters) 536.61 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.64 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 163.379 (meters) 536.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,528.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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 5 </td><td> 599,340. </td><td> 1,920,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 163.545 (m) 536.56 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 162.722 (m) 533.86 (f) ADJ UNCH 1 1 <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: 11SLU290072(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-20 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890425</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 3 MI E FROM FILLMORE. 3.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT FILLMORE, 0.15 MILE WEST OF A PRIVATE ROAD CROSSING, 44.5 FEET NORTH OF THE NORTH RAIL, 11 1/2 FEET SOUTHEAST OF MOTOR FOR WATER WELL PUMP, 3.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION WHICH PROJECTS 1 1/2 FEET, 17 FEET SOUTH OF THE SOUTH ONE OF TWO POLES WHICH SUPPORT A LARGE TRANSFORMER, 1.0 FOOT SOUTH OF A POWER POLE SUPPORTING TWO METAL BOXES, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS. 5.15 KM (3.20 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH CENTRAL AVENUE, IN FILLMORE. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE IN FILLMORE, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 226.0 M (741.5 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING THE TRACK, 13.6 M (44.6 FT) NORTHWEST OF THE NEAR RAIL, 5.1 M (16.7 FT) SOUTH OF THE MOST SOUTHERLY OF 2 UTILITY POLES WITH A TRANSFORMER ATTACHED, 4.7 M (15.4 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, 3.5 M (11.5 FT) SOUTHEAST OF A WELL, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. EW4716 102 21 http://www.geocaching.com/mark/details.asp?PID=EW4716 102 21 Geocache Geocache 102 21 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 21</h1> <b> PID </b> EW4716 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 47. (N) 118 50 27. (W) SCALED <br> <b> NAVD 88 </b> 172.074 (meters) 564.55 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.59 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 171.886 (meters) 563.93 (feet) COMP <br> <b> MODELED GRAV</b> 979,540.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,540.1 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 599,760. </td><td> 1,922,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 172.045 (m) 564.45 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 171.208 (m) 561.70 (f) ADJ UNCH 1 1 <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: 11SLU307076(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-21 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890426</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 2.8 MI SW FROM PIRU. 2.85 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF MAIN STREET AT PIRU, AT A POWER LINE CROSSING, 68.1 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN PUMP HOUSE BUILDING, 44 FEET WEST OF A POWER POLE, 40 FEET SOUTHWEST OF TELEPHONE POLE 88480E, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.3 SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 4.7 KM (2.90 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 20.6 M (67.6 FT) SOUTH OF THE NEAR RAIL, 16.5 M (54.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 13.0 M (42.7 FT) WEST OF UTILITY POLE NUMBER 88480E WITH 3 TRANSFORMERS ATTACHED, 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A WELL HOUSE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. EW4711 102 22 http://www.geocaching.com/mark/details.asp?PID=EW4711 102 22 Geocache Geocache 102 22 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 22</h1> <b> PID </b> EW4711 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 03. (N) 118 49 36. (W) SCALED <br> <b> NAVD 88 </b> 184.302 (meters) 604.66 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 184.099 (meters) 604.00 (feet) COMP <br> <b> MODELED GRAV</b> 979,533.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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 5 </td><td> 600,240. </td><td> 1,924,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 184.272 (m) 604.57 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 183.431 (m) 601.81 (f) ADJ UNCH 1 1 <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: 11SLU320081(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-22 1969 <br>MARK LOGO: CA-111 <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 - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890426</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 2 MI SW FROM PIRU. 2.05 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF MAIN STREET IN PIRU, 290 FEET EAST ALONG STATE HIGHWAY 126 FROM THE RAIL ROAD CROSSING, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTH OF THE SOUTHWEST CORNER OF CONCRETE BRIDGE 52-36 OVER HOPPER CREEK, 0.9 FOOT NORTH OF WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 126, 6.5 M (21.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE SPANNING HOPPER CREEK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. EW4707 102 23 http://www.geocaching.com/mark/details.asp?PID=EW4707 102 23 Geocache Geocache 102 23 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 23</h1> <b> PID </b> EW4707 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 22. (N) 118 48 37. (W) SCALED <br> <b> NAVD 88 </b> 191.059 (meters) 626.83 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 190.850 (meters) 626.15 (feet) COMP <br> <b> MODELED GRAV</b> 979,539.9 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,537.7 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. <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. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <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 5 </td><td> 600,810. </td><td> 1,925,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 191.026 (m) 626.72 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 190.185 (m) 623.97 (f) ADJ UNCH 1 1 <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: 11SLU336086(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-23 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1969 </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890426</td><td>GOOD </td><td>NGS</td></tr><tr><td>19940705</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 1 MI SW FROM PIRU. 1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF MAIN STREET AT PIRU, AT A PRIVATE ASPHALT ROAD CROSSING (AN EXTENSION OF PACIFIC AVENUE), 154 FEET WEST OF THE CENTER LINE OF THE ROAD, 40.7 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET EAST OF THE FIRST POLE WEST OF THE CROSSING, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, DELETE 2 1/2 FEET EAST OF THE FIRST POLE WEST OF THE CROSSING. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) 0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 46.5 M (152.6 FT) WEST OF THE CENTER OF A PAVED ROAD, 12.5 M (41.0 FT) SOUTH OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS UNDER THE 5TH ORANGE TREE WEST OF THE EAST END OF A ROW OF ORANGE TREES. EW4704 102 24 http://www.geocaching.com/mark/details.asp?PID=EW4704 102 24 Geocache Geocache 102 24 CA-111 CA-111 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102 24</h1> <b> PID </b> EW4704 <br> <b> STATE/COUNTY</b> CA/VENTURA <br> <b> USGS QUAD </b> PIRU (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 43. (N) 118 47 40. (W) SCALED <br> <b> NAVD 88 </b> 207.368 (meters) 680.34 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.43 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 207.141 (meters) 679.60 (feet) COMP <br> <b> MODELED GRAV</b> 979,539.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <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 1995. 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 5 </td><td> 601,450. </td><td> 1,926,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 207.345 (m) 680.26 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 206.518 (m) 677.55 (f) ADJ UNCH 1 1 <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: 11SLU350092(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 102-24 1969 <br>MARK LOGO: CA-111 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><