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10 August 2006 <br /> i AGE-NC Project No 98-0497 <br /> Page 2 of 4 <br /> After water levels were measured, 6 5 to 8 gallons of water (a minimum of three casing water <br /> volumes per well) were purged from the wells using a Waterra Hydro-Lift II pump equipped with <br /> a mechanical arrn utilized to surge each well with dedicated tubing Ground water temperature,pH, <br /> and conductivity were measured at regular intervals during purging using an Oakton water analyzer <br /> Field sheets and data are included In Appendix B Purged water was stored on-site in properly <br /> labeled,Department of Transportation(DOT)-approved 55-gallon drums pending proper disposal <br /> 23 GROUND WATER SAMPLE COLLECTION <br /> Prior to the collection of ground water samples,the depth to ground water was re-measured in each <br /> monitoring well to ensure that a minimum 80% of the initial water volume had recharged Water <br />' samples were collected from each well using the inertia pump and dedicated tubing The water was <br /> transferred into one 1-liter amber bottle and three 40-milliliter(ml)volatile organic analysis(VOA) <br /> without sample preservative After collection, the samples were labeled and placed in a chilled <br /> container for transport under chain of custody to Cal Tech Environmental Laboratories (CTEL), a <br /> California Department of Health Services (DHS)-certified analytical laboratory in Paramount, <br /> California The samples were analyzed for <br /> • ' Total petroleum hydrocarbons quantified as gasoline {TPH-g} and diesel (TPH-d) In <br />' accordance with EPA Method 8015M, and <br /> • Benzene, toluene, ethylbenzene, and total xylenes (BTEX) and the fuel additive methyl <br /> tertiary-butyl ether(MTBE) by EPA Method 8260B <br />' 2 4 WELL HEAD SURVEY <br /> On 05 June 2006, a California state-licensed survey engineer from Baumbach & Piazza, Inc re- <br /> surveyed the elevation at the top of the well casing (towc) and the locations for monitoring wells <br /> MW-1 through MW-5 Elevations were surveyed to the nearest 0 01-foot relative to City of Stockton <br /> Bench Mark 4 179, surveyed at 25 86 feet above mean sea level(MSL) Coordinate locations(x and <br />' y) of well locations were calculated to the nearest 0 1-foot using coordinate datum NAD 83 from <br /> global positioning satellite(GPS)observations The results of the well survey are reported In Table <br /> 1, the measured elevations did not vary from the previous casing elevations listed in Table 1 The <br /> survey report_(Baumbach & Piazza, Inc ) is presented in Appendix C GeoTracker confirmation _ <br /> pages of the uploaded survey information is included in Appendix D <br /> 1 <br /> • <br /> Advanced GeoEnrhronmental,Inc <br />