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"L <br /> .k <br /> A 30 X 25 foot area centered on the impacted area at the northern end of the former <br /> tanks, as defined by the earlier Site Assessment sampling, was outlined. A large track <br /> rt excavator was used to excavate this area. A six yard dump truck periodically <br /> _ transported contaminated soil to the designated remediation cell at the eastern end of <br /> the property. An AGI geologist monitored the progress of the operation by collecting <br /> frequent- grab samples. The samples were tested for theP resence of volatile <br /> hydrocarbons using:a Flame ionization detector (FID). The samples were placed in a <br /> E? mason jar for. approximately_ 15 minutes at which time the instrument probe was <br /> s{ = inserted to obtain a headspace reading. By using the headspace readings, the <br /> excavation was controlled and clean soils were segregated from impacted soils. <br /> p. T`° The.upper 5.feet of soil excavated consisted of uncontaminated native soil and loose <br /> sandy fill material. This material was stockpiled on the southwestern portion of the <br /> 3 excavated site and segregated away from the impacted soil. <br /> k The contaminated soil mass was encountered at approximately 5 feet. The excavation <br /> was subsequently carried to 35. feet where field measurements indicated all <br /> b <br /> significantly impacted soils were removed:- Laterally, contaminated soils were <br /> g - <br /> confined to.a 35 X 31 foot area. The location of the.excavation relative to other site <br /> E <br /> features and the aerial limits of impacted soils is shown on the Exhibit 2. A plot plan <br /> and a three-dimensional representation of:tlie completed excavation-is provided on <br /> Exhibit 3. Volumetric calculations indicated that 840 cubic yards of contaminated soil <br /> was excavated. In addition to the unimpacted soil stockpiled on-site, supplemental <br /> clean fill in the amount of 800 yards was required to backfill the excavation. <br /> Once the walls and bottom of the excavation were 'deemed clean, the walls and base, <br /> with the exception of the south wall of the cavity, were sampled in the presence of the <br /> p=- San Joaquin Environmental Health inspector, Michael Collins. The south wall was <br /> f sampled approximately two hours later when access allowed sample collection. The <br /> j excavation was- then backfilled with imported clean fill. During the time when the <br /> excavation was left open,-the site was secured with temporary fencing. <br /> �e <br /> 5.0 CONFIRMATION SAMPLING-AND ANALYTICAL RESULTS <br /> q_' Confirmation samples were collected, one from each wall of the excavation at varying j <br /> depths dependent on:accessibility by excavator. A bottom sample was also obtained <br /> from the center of the pit at a depth of 35 feet. Sample locations are depicted on the <br /> Excavation Plot Plan .Exhibit 3. Samples were collected in brass sleeves from the <br /> LLI excavator bucket, close to the teeth to insure that relatively undisturbed samples were <br /> taken., The samples were immediately sealed with taped teflon-lined caps, labeled <br /> and placed in a cooler.for later transport to the Smith Emery Company, a State of <br /> California certified laboratory under chain of custody control. The samples were <br /> Rs: li <br /> =analyzed for the aromatic - components benzene, toluene, ethylbenzene and xylenes <br /> (BTEX) and Total Petroleum Hydrocarbons as diesel (TPHd). Laboratory results are <br /> 5of9 <br />