Laserfiche WebLink
TABLE 1 <br /> SURVEY DATA <br /> Stockton City Taxi Cab Coil 2085 East Fremont Street <br /> Stockton, CA <br /> Page 1 of 1 <br /> (Reported in US Survey feet) <br /> Date Latitude Longitude Elevation <br /> Well ID Surveyed Y Coordinate X Coordinate Z Coordinate <br /> MW1 12/22/04 37.9625004 -121 .2649781 19.24 <br /> MW2 12/22/04 37.9625316 -121 .2651672 18.32 <br /> MW3 12/22/04 37.9623640 -121 .2650994 18.50 <br /> MW4 12/22/04 37.9625078 -121 .2650914 %00 <br /> MW5 12/22/04 37.9624913 -121 .2649366 19.52 <br /> MW6 12/22/04 37.9623865 1-121 .2648836 18.95 <br /> MW7 12/22/04 37.9624837 -121 .2650827 19.24 <br /> MWS 12/22/04 37.9624746 -121 . 2648965 19.32 <br /> MW9 12/22/04 37.9623768 -121 .2649122 18.99 <br /> MW10 12/22/04 37.9624352 -121 .2653629 17.65 <br /> MW11 12/22/04 37.9626418 -121 .2651595 18.62 <br /> MW12 12/22/04 37.9625153 -121 .2651442 18.65 <br /> MW11R 11/09/06 37 .9626354 -121 .2651890 18. 31 <br /> MW13 11/09/06 37.9625454 -121 .2646537 18.04 <br /> MW14 11/09/06 37.9627123 -121 .2649683 18. 00 <br /> MW15 11/09/06 37.9623725 -121 .2648775 18.84 <br /> MW16 02/28/08 37. 9622962 -121 .2639431 18.71 <br /> MW17 02/28/08 37. 9620310 -121 .2638281 18.36 <br /> MW18 02/28/08 37.9622765 ,,121 *2639348 18.77 <br /> MW19 02/28/08 37.9618571 -121 .2637500 17.82 <br /> MW17 1 04/17/08 1 37.9620261 1 m121 ,2638424 18. 07 <br /> Notes: <br /> NOTES: X,Y & Z survey of MW 1 through MW 12 was conducted on 12/22 and 23/2004, X & Y collected by Trimble 5700 <br /> centimeter-level GPS unit and Referenced to NAD83 Datum by post-processing the base station using the National Geodetic <br /> Survey (NGS) Online Elevations determined by TOPCON AT-G3 Autolevel from the base station and referenced to City of <br /> Stockton Benchmark 1036, EL 28.97 FT. This survey was conducted under the supervison of John Paul Gnipp, P.L.S. 7698. <br /> X,Y & Z survey of MW11 R, MW13, MW14, and MW15 was conducted on 11/9/2006. X & Y collected with a Leica TCR-1103 <br /> total station using wells previously surveyed by Condor for control. The previous survey was referenced to NAD83 Datum by <br /> collecting static GPS data suing the NGS Online Positioning User Service (OPUS). Well elevations were measured on the north <br /> edge of the well casings and determined by TOPCON AT-G3 Autolevel from MW6, previously surveyed by Condor and referenced <br /> to NGVD29 datum using City of Stockton Benchmark #58, EL 18.51 FT, This survey was conducted under the supervision of <br /> Stan Kirkwood, P.L.S. 4096. <br /> X,Y & Z survey of MW16, MW17, MW18, and MW19 was conducted on 2/28/2008. X & Y collected with a Trimble 5700 <br /> centimeter level GPS unit. The survey was referenced to NAD83 Datum by post-processing the base station static data using <br /> the NGS OPUS. Well elevations were measured on the north edge of the well casings and determined by TOPCON AT-03 <br /> Autolevel and referenced to NGV029 datum using City of Stockton Benchmark #56, EL 18.51 FT. This survey was conducted <br /> under the supervision of Erik Ohlson, P.L.S. 8375. <br /> X,Y & Z survey of replacement well MW17 was conducted on 4/17/2008. X & Y collected with a Trimble 5700 centimeter level <br /> GPS unit. The survey was referenced to NAD83 Datum by post-processing the base station data using the NGS OPUS. Well <br /> elevation was measured on the north edge of the well casing and determined by TOPCON AT-G3 Autolevel and referenced to <br /> NGVD29 datum using City of Stockton Benchmark #58, EL 18.51 FT. This survey was conducted under the supervision of Erik <br /> Ohlson, P.L.S. 8375, <br /> S:�mmnW 9- FoozmiVablessma ble.tls <br />