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' 30 April 2004 <br /> AGE-NC Project No 04-1129 <br />' Page 3 of 5 <br />' 3 4 2 Collection and Analysis of Ground Water Samples <br /> After allowing the wells to achieve a minimum 80% recovery of the pre-purge volume, water <br />' samples were collected from monitoring wells MW-1,MW-2, and MW-3 using the Watera internal <br /> pump The samples were transferred into laboratory-supplied 40-m1 EPA-approved volatile organic <br /> analysis(VOA)vials containing 0 5 ml 18%hydrochloric acid as a sample preservative and into one <br />' 1711ter amber bottle without a sample preservative The sample containers were then labeled with <br /> well designation,date,time of sampling and the sampler's initials The samples were transported in <br /> a chilled container under chain-of-custody to CTEL, a California Department of Health Services <br />' (DHS)-certified laboratory, for analysis The samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g), TPH-d and total petroleum <br />' hydrocarbons quantified as motor oil (TPH-mo) in accordance with EPA Method 8015 <br /> Modified, <br />' BTEX in accordance with EPA Method 8260B, and <br /> Fuel additives including methyl tertiary-butyl ether, di-isopropyl ether, ethyl tertiary-butyl <br /> lie <br /> ether, tertiary-amyl methyl ether, tertiary-butyl alcohol, 1,2-dibromo ethane and 1,2- <br /> dichloroethane in accordance with EPA Method 8260B <br />' 4.0. FINDINGS <br />' Boring log soil descriptions were utilized to model the subsurface soil profile at the site The impact <br /> to soil and ground water was assessed from laboratory analytical data obtained from samples <br />' collected during the well installation and subsequent sampling Ground water elevation, flow <br /> direction, and gradient were determined from field data collected on 12 May 2003 <br />' 41 STRATIGRAPHY T <br />' Generally, moderate to moderate yellowish brown to bluish gray, dry to moist, silt, silty clay and <br /> lean clay were encountered from at 25 feet bsg and from 35 feet bsg to'total depth in soil boring PB- <br /> 20 Moderate yellowish brown,dry,poorly graded sand was encountered at 30 feet The boring log <br />' generated from data collected during the May 2003 site assessment is included in Appendix B <br /> I42 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> A total of two soil samples were analyzed as described in Section 3 3 Analytes of concern were not <br /> IAdvanced GeoEnvironmentai,Inc <br />