Laserfiche WebLink
City of Stockton A68107.07A <br /> May 29, 1996 Page 3 <br /> k.. • Evaluate the field and analytical data and assess the lateral extent of PPC migration <br /> in soil; <br /> Assess the need for additional soil and/or groundwater characterization and/or <br /> identify remedial action alternatives; and <br /> L. • Prepare a technical report to document the investigative procedures, summarize the <br /> findings, and present conclusions and recommendations. <br /> 4.0 PROPOSED INVESTIGATIVE PROCEDURES <br /> This characterization will consist of a field investigation, a laboratory testing program, and <br /> preparation of a technical report. This work plan and the activities summarized below are <br /> intended to be consistent with the requirements of the SJCPHS. Standard operating <br /> procedures (SOPs), relevant to the field and laboratory activities, are described in Appendix <br /> A. Specific procedures and deviations to the SOPS which will be used in this work are <br /> summarized in the following sections. The SJCPHS will be notified 48 hours before <br /> commencing field work. <br /> 4.1 Field Investigation: The field investigation will consist of collecting subsurface soil <br /> and groundwater samples for chemical analyses. <br /> 4.1.1 Soil Sampling: Twining proposes to collect subsurface soil samples at selected <br /> locations around the former UST location to investigate soil conditions. It is proposed that <br /> soil samples be collected from the soil probe locations (SP-1 through SP-4) shown on <br /> Drawing 2. The final locations of the soil probes may be adjusted in the field due to <br /> underground utilities, other site improvements, and field screening data (as described <br /> below). <br /> Subsurface soil samples will be collected using a hydraulically-powered, soil probing machine <br /> that uses static force and percussion to advance small diameter sampling tools into <br /> subsurface soil for collecting soil cores. A sampling tool (bore sampler) is attached to the <br /> leading end of a probe rod and driven into the subsurface using the machine. The sampling <br /> tool remains sealed by a piston tip as it is being driven. When the sampler has reached to <br /> ,., within 24 inches of the desired sampling depth, an extension rod is lowered down through <br /> the inside diameter of the probe rods to the sampling tool. The extension rod is then used <br /> to disengage the stop-pin of the piston tip. The extension rod and stop-pin are then <br /> �. removed and the sampling tool is driven an additional 24 inches. The piston tip is displaced <br /> into the body of the sampling tool by the soil as the bore sample is cut. The sampler is the <br /> recovered from the bore hole and the bore sample (soil sample) is extracted from the <br /> sampler. The soil sample is contained within a sampler liner of clear plastic. The soil <br /> probe equipment will be decontaminated after completion of soil sample collection at each <br />