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J. <br /> J. K KLEINFELDER &ASSOCIATES <br /> r <br /> File No. W-2005-1 <br /> December 2, 1985 <br /> Page 3 <br /> was buried at an approximate depth of 19 to 12 feet below the surface grade and is <br /> shown on Plat! 1I. Two 10,000 gallon and one 6,000 gallon fuel storage tanks were <br /> also removed from the site. The county representative present at the time of removal <br /> of the three large fuel storage tanks did not require testing the tank excavation and <br /> noted that gasoline and related constituents appeared not to be present and no samples <br /> were collected by the client or J. H. Kleinfelder BSc Associates. One soil boring, <br /> Completed as a monitoring well was placed near the 1,000 gallon tank excavation and <br /> sampled by J. H. Kleinfelder x Associates on September 23, 1985. <br /> IQ. PURPOSE <br /> - The purpose of this investigation was to assess whether the removed one 1,090 <br /> -- gallon tank was a source or benzene in the ground water beneath the tank and to <br /> determine ground water gradient and direction. Towards this end, three monitoring <br /> - :wells were placed at estimated upgradient and downgradient locations specified by the <br /> ' County. During drilling, a Kleinfelder <br /> soli samples for subsequent analysis, rind oggedstheled bore1 oles.bsurface soils; collected <br /> IV. FIELD ACT171TIES/OBSERVATIONS <br /> A. Soil Borings <br /> The ;locations of the soil borings and monitc^ing wells which were installed in the <br /> �- same borings is shown on Plate Ill. The borings were drilled using a truck-mounted <br /> Mobile B-61 drill rig equipped with 8-inch t:allo*v stem auger. All drilling and sampling <br /> equipment was thoroughl., cleaned with a high pressure cleaning unit prior to use. A <br /> description of the soil encountered is presented on Plate V, with a copy of the Unified <br /> Soil Classification System (used to identify the soils) presented on PIatr> IV. The soil <br /> encountered during drilling consisted of silty sand, clayey silt and sandy clay. Ground <br /> i,. <br />