Laserfiche WebLink
1 • � <br /> ' Van Buskirk Park Golf Course TL No. A68101.02 <br /> March 10, 1995 Page 5 <br /> 4.0 PROPOSED INVESTIGATIVE PROCEDURES <br /> The proposed project activities will consist of a field investigation, laboratory analysis, and <br /> preparation of a technical report. These activities are summarized in the following <br /> subsections. Standard operating procedures (SOPs), relevant to the field and laboratory <br /> ' activities, are described in Appendix A. <br /> 4.1 Field Investigation <br /> ' Twining proposes to contract TBI General Engineering to excavate approximately 120 cubic <br /> yards of PPC-containing soils, transport the excavated soil to a storage area on the western <br /> ' portion of the golf course, and to backfill the excavation with clean pea gravel. A Twining <br /> geologist will supervise and direct excavation activities based on the screening of soils in the <br /> field. The screening will consist of visual observation for staining or unusual fluids, unusual <br /> odors, and head space analysis with a photoionization detector (PID) for the presence of <br /> organic vapors. PID operation and procedures for the performance of head space analysis <br /> are described in our SOPS in Appendix A. <br /> Upon completion of the excavations Twining proposes to collect soil samples from the floor <br /> and walls of the excavation. The soil samples will be collected from the backhoe bucket in <br /> stainless steel sleeves. Following excavation activities, one groundwater sample will be <br /> collected from groundwater monitoring well MW3 to document groundwater conditions <br /> nearest the leak source(s). Soil and groundwater samples collected during this investigation <br /> will be sealed, labeled,preserved on ice, and shipped under chain-of-custody documentation <br /> to Twinings California-certified analytical laboratory in Fresno, California. <br /> The excavated soil is proposed to be stored in a designated area on the western portion of <br /> the golf course (Drawing 2). The soil will be placed on and covered by plastic. Disposition <br /> of the soil stockpile will be the responsibility of the client. <br /> 4.2 Soil and Groundwater An ! i <br /> ' Soil and groundwater samples collected during this investigation will be submitted to <br /> Twinings California-certified analytical laboratory in Fresno, California. Samples will be <br /> analyzed for TPH-D,TPH-G, and BTEX. Proposed preparation and analytical methods for <br /> ' the laboratory analyses are summarized in Table 5. A description of laboratory quality <br /> assurance/quality control procedures proposed for the analyses are described in the SOPs <br /> 1 presented in Appendix A. <br />