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' 03 December 2004 <br /> • AGE-NC Project No 99-0637 <br />' Page 2 of 4 <br />' of Health Services (DHS)-certified analytical laboratory, for analysis The samples were analyzed <br /> for <br />' Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified, <br /> • Benzene, toluene, ethylbenzene and total xylenes(BTEX)in accordance with EPA Method <br />' 8021, and <br /> • Fuel additives including methyl tertiary-butyl ether(MTBE),di-isopropyl ether(DIPE), ethyl <br />' tertiary-butyl ether (ETBE), tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), <br /> ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA <br /> Method 8260B <br />' 23 SOIL AND PURGE WATER DISPOSAL <br /> On 14 June 2004,Slaby Sales,Inc of Borrego Springs,CA collected twenty 55-gallon drums of soil <br /> cuttings and two 55-gallon drums of purge water from the site The soil and purge water were <br /> transported under non-hazardous waste manifest to Filter Recycling Services of Rialto,CA an EPA- <br /> approved disposal facility On 03 September 2004, American Valley Waste Oil, Inc of Delhi, CA <br /> collected approximately 60 gallons of purge water from the site The purge water was transported <br /> under non-hazardous waste manifest to Riverbank Oil Transfer of Riverbank,CA an EPA-approved <br /> disposal facility Copies of the non-hazardous waste manifests can be found in Appendix B <br /> 3.0 FINDINGS <br /> IGround water elevation flow direction and gradient were determined from field data collected on <br /> 17 August 2004 The MTBE-impact to ground water was quantified from the laboratory analysis of <br /> the ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' At the time of the August 2004 sampling event, depths to ground water ranged from 22 51 feet to <br /> 24 45 feet below the tops of the well casings Ground water elevations at the site ranged from <br /> 9 63 feet above mean sea level (MSL) in well MW-10 to 10 13 feet above MSL in well MW-3 <br /> (Table 1) Ground water elevations at the site averaged approximately 9 89 feet above mean sea level <br /> (MSL) showing an elevation decrease of approximately 2 27 feet since the last monitoring event <br /> s <br /> Advanced GeoEnviron mental,Inc <br /> I <br />