Laserfiche WebLink
• <br /> TABLE 1 <br /> SUMMARY OF MONITORING WELL DETAILS <br /> TOP FILLING STATION <br /> 101 South Wilson Way, Stockton, California <br /> Well Installation Borehole 7otalDe th Casing Casing <br /> I D Daze Slot Casing Screen Filterpack Bentonite Grout <br /> Diameter P Diameter Matenal Stu Elevation Interval Interval Interval Interval <br /> VW-IC 05 Dec 1995 10-inch 63 ft 2-inch PVC 0 02-inch 1570 48 to 63 ft 45%,to 63 ft 43 to 45'//ft I to 3 ft <br /> VW-2A 07 Dec 1995 10-inch 63 ft 2-inch PVC 0 02-inch 1622 43 to 63 It 41 to 63 ft 39 to 41 R 1 to 15 ft <br /> VW-2B 07 Dec 1995 10-inch 63 ft 2-inch PVC 0 02-mch • <br /> 19 to39ft 17 to39ft 15 to17ft 1to15ft <br /> VW-3A 08 Dec 1995 10-inch 63 ft 2-inch PVC 0 02-inch 16 18 43 to 63 ft 41 to 63 ft 39 to 41 ft 1 to IS ft <br /> VW-313 08 Dec 1995 10-mch 63 It 2-inch PVC 002-mch <br /> 19io39ft 17 to39ft 15 to17ft Ito15ft <br /> EW-1 23 July 2003 12-inch 55 R 6-mch PVC 0 03-inch 1649 30 1055 ft 28 to 55 ft 26 to 28 ft Ito 26 ft <br /> EW-2 24 July 2003 12-inch 55 ft 1 6-mch PVC 0 03-inch 1642 <br /> Notes 30 to SS ft 28 to 55 ft 26 to 28 ft Ito 26 ft <br /> feet below surface grade <br /> PVC Polyvmylchloride A EW-1 and EW-2 elevations per Mid Coast Engineer's <br /> Well casing elevations relative to City of Stockton Bench Mark Datum No 92 November 2003 survey are respectively 18.88 and 18.81 <br /> • <br /> ddt'ctwWCmEnvw9nmenhl,Inc N� <br /> u. c� <br /> m � <br />