Laserfiche WebLink
v <br /> Upon obtaining the above described information, we promptly <br /> initiated remediation efforts directed toward the handling of <br /> the contaminated soil excavated during the tank removal <br /> operation. With the permission of San Joaquin PHS/EHD and <br /> the San Joaquin County Air Pollution Control District this <br /> soil was aerated on site until 1-12-89, when testing <br /> indicated that no further contamination was present in the <br /> soil (see Exhibit C) . <br /> On July 7 , 1988 we invited further investigation of the site <br /> by Applied Geosytems of Sacramento resulting in two soil <br /> borings, B-1 & B-2 (see Exhibit D for area and site maps ) . <br /> B-1 was drilled to 30 feet and field screening with an OVA <br /> did not indicate contamination at that depth. A bottom <br /> sample was taken at 30 feet, however the analytical detection <br /> limits were too high for BTXE to confirm that no <br /> contamination was present. B-2 was drilled to 75 feet and <br /> field screening with an OVA indicated that contamination was <br /> present beginning at 30 feet, highest at 45 feet and ending <br /> at 75 feet. Two samples were collected in B-2 at 45 feet and <br /> 60 feet using a California-modified split spoon sampler <br /> equipped with clean brass sleeves. The samples were analyzed <br /> and contamination was noted at 45 feet (TPH 3 . 4 ppm, <br /> ehtylbenzene 100 ppb, toluene 1000 ppb, and xylene 500 ppb) <br /> and at 60 feet (xylene 900 ppb) . B-2 was converted into a <br /> monitoring well, MW-1, which in 1988 had a static water level <br /> of 63 . 59 feet. The Preliminary Report #38033-1, dated <br /> 8-5-88 , indicated groundwater contamination (TPH 4. 92 ppm, <br /> benzene 270 ppb, toluene 49 ppb, xylene 230 ppb, and <br /> ehtylbenzene 5 ppb) (see Exhibit E) . <br /> Soil statigraphy developed from the soil investigation found <br /> predominantly silty sands (SM) from the surface to a depth of <br /> 50 feet when the soil from 50 feet to 66 feet was a mixture <br /> of silt and sand (ML) returning to silty sand to the total <br /> depth of 80. 5 feet. See Exhibit F for a more detailed <br /> presentation of the soil statigraphy. <br /> In November, 1991 in response to a verbal request from Mary <br /> Meays, EHS of the San Joaquin PHS/EHD samplings of both the <br /> adjacent domestic well , approximately 250 feet from the <br /> subject site, and MW-1 were attempted. Test results from the <br /> sample of the domestic well indicated that no contamination <br /> was present. A copy of these test results from FGL <br /> Environmental were submitted to San Joaquin PHS/EHD at that <br /> time. On 1-13-92 Geological Audit Services, Inc. met Mary <br /> Meays, EHS on site and discovered that the MW-1 was dry at an <br /> approximate depth of 82 feet. <br />