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Labs to form a composite sample of that gnd line (Example, samples Al, A2, and A3 were combined <br /> to form one composite sample) The "A" line 19 mg/kg of kerosene and 38 mg/kg of motor oil The <br /> composite of`B" line was 10 mg/kg of kerosene and 290 mg/kg motor oil Line"C" composite had <br /> . a result of 6 mg/kg of kerosene <br /> CONCLUSIONS <br /> The project reached its main objective to remove all soils in the area that could contaminate the water <br /> table The bottom of the excavation was ten feet below the historic water table elevation and was <br /> clean to standard acceptable levels Some areas of contamination remain in the side walls of the <br /> excavation The north wall of the excavation contained the highest concentrations of contamination <br /> at a depth of 20 to 25 feet The south wall had only one sample that showed any significant levels of <br /> hydrocarbons present at 900 mg/kg The east and west wall of the excavation had one sample each <br /> that show significant levels of hydrocarbons <br /> The stockpile of excavated soils when sampled showed very low levels of the kerosene fractions and <br /> low levels of motor oil (See test results for Sample # 31, 32, 33) The lighter gasoline and BTEX <br /> fractions may have evaporated during excavation and stockpiling operation High volumes of vapor <br /> were present in the excavation during that operation <br /> DISPOSAL OF EXCAVATED SOILS STOCKPILED ON THE SITE <br /> The stockpiled soils excavated from the former UST site present a very Iow danger to the under <br /> ground water supplies in the area It is recommended that the stockpiled soils be spread over the Holt <br /> Bros property to a depth of 1 S' and shaped to drain Resampling of the excavated soils can be done <br /> before any movement,if required by PHS/EHD All underlining plastic sheeting should be removed <br /> and disposed of at an approved disposal site <br /> Answers to questions or requests for additional information should be directed to Ervin Rifenburg <br /> at Foothill Engineering, phone number (209) 368-9381 <br /> Respectfully submitted, <br /> OQR3 <br /> WFE�BU �� l <br /> Foot gine ng <br /> U <br /> a No 1975 <br /> Ex <br /> Ervin Rifenburg, P OFCAL1C���P <br /> AMR <br /> Attachments Maps, Test results, Chain of Custody <br /> CC Fritz Baker, Project Manager Holt Bros <br /> CRWQCB, Central Valley Region <br /> 4 <br />