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Monte Vista Entitlement,Inc. <br /> Phase I ESA Peer Review and Limited Phase II ESA Report <br /> November 18,2003 <br /> Page 3 <br /> Condor conducted a limited investigation into potential impact to soil beneath parcel 149-200-10 by <br /> hydrocarbons from the suspected UST on the adjacent parcel. A work plan and a drilling permit <br /> application for two direct push soil borings were prepared by Condor and submitted to the San Joaquin <br /> County Environmental Health Department (SJCEHD). The work plan and permit were approved by Mr. <br /> Michael Infiirna of the SJCEHD. Condor received the drilling permit prior to initiating any fieldwork. The <br /> proposed soil boring locations were marked with white paint and Underground Service Alert (USA) was <br /> notified 72 hours in advance of the fieldwork to locate and identify underground utilities in and near the <br /> work area. However, because the proposed boring locations were on private property, some utilities <br /> contacted by USA did not mark their lines past property boundaries and on to the site. Therefore, it was <br /> the responsibility of the property owner to locate and identify underground utilities in and near the work <br /> area. The SJCEHD was notified of the fieldwork schedule 48 hours in advance. <br /> A Condor geologist was on site to.supervise the work. Prior to commencement of fieldwork, a tailgate <br /> safety meeting was held and a site-specific Health and Safety Plan was discussed with, and presented to, <br /> all field personnel for their signatures. <br /> The investigation included the advancement of two direct push borings (TB-1 and TB-2) on July 31, <br /> 2002. The boring locations are shown in Figure 4, attached. Both borings were advanced to a depth of <br /> approximately 25 feet below ground surface (bgs). The direct push borings were hydraulically advanced <br /> using a 1.5-inch diameter conical bit. The bit and associated push rods were thoroughly cleaned before <br /> each borehole was advanced using laboratory-grade, non-phosphate detergent and hydrocarbon-free water <br /> and double-rinsed with hydrocarbon-free water. Upon completion of the drilling and sampling, the <br /> boreholes were backfilled with neat cement. The cement was trc-mied into the boreholes to avoid bridging. <br /> Soil samples were collected from the borings using a 2-inch outside diameter, 4-foot long core barrel, <br /> fitted with a clean, single use, acetate liner. During the soil sampling, the core barrel was driven <br /> continuously in four-foot intervals. After the core barrel was driven four .feet, the core barrel was <br /> withdrawn and the sample was removed. The sample liner was extracted from the core barrel and used for <br /> geologic logging and field observations. The core barrel was cleaned with laboratory-grade, non- <br /> phosphate detergent and hydrocarbon-free water and double-rinsed with hydrocarbon-free water. A new <br /> unused acetate liner was placed in the core barrel and the process was .repeated. All soil samples were <br /> Lr logged according to the Unified Soil Classification System (USCS). Geologic logs were prepared <br /> containing field observations including soil type, estimated moisture content, photoionization detector <br /> (PID) measurements, and the presence of staining or odor. Soil encountered in both borings was similar. <br /> A typical geologic log for the borings is attached. No obvious hydrocarbon contamination was noted in <br /> any of the cores, so soil samples from 15 and 20 feet bgs from each boring were cut from the liners for <br /> laboratory analyses. The soil samples were retained, undisturbed, in the liners. The liners were sealed at <br /> the ends with Teflon sheeting, capped, and labeled. The samples were stored in a cooler chilled with <br /> Blue Ice and delivered under chain-of-custody procedures to Argon Laboratories of Ceres, California. <br /> The samples were analyzed using U.S. EPA and California approved methods. <br /> The two soil samples collected from 15 feet bgs were composited by the laboratory for analyses. The two <br /> soil samples collected from 20 feet bgs were also composited by the laboratory. The two composite <br /> samples were analyzed for benzene, toluene, ethy.lbenzene, and toluene (BTEX) by EPA Method 8020A <br /> and for total petroleum hydrocarbons quantified as gasoline, diesel, kerosene, and motor oil (TPH-G, <br /> TPH-D, TAH-K, T.PH-MO)by EPA Method 8015M. None of the analytes were detected at concentrations <br /> at or above the laboratory reported detection limits in either sample. Laboratory analytical results are <br /> presented in Table 1 on the next page. Copies of the laboratory analytical reports and the chain-of-custody <br /> form are attached. <br /> �"'a CONDOR <br />