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Remed,ation Plan <br /> Cleanup and Abatement Order No 5-00-707 EAI Project No 1232 <br /> 5,0 REMEDIATION APPROACH <br /> The SIRIPAR Report provided an evaluation of remedial alternatives for the Unocal site and <br /> concluded that connecting "hot" wells at the Unocdl site to the existing Wards treatment system <br /> was the most efficient and cost effective interim remedial option for the Unocal site <br /> Recommendations for remediation of the area near the RIW were to be determined based on <br /> the results of the CPT work around the RIW (see EAI, 200013) <br /> The following remediation steps are proposed <br /> 6 Connect Unocal wells MW-19S and MW-25S to the vapor extraction header of the <br /> Wards remediation system, and Unocal wells MW-19D, MW-23D, MW-25D, and a <br /> proposed new air spargmg well (well AS-26) to the air spargmg header of the Wards <br /> remediation system (see Figure 2) <br /> • Implement biosparging in the area of the RIW utilizing existing wells MW-21D, MW- <br /> 22D, MW-24S, and a proposed new well (well AS-27) (see Figure 2) <br /> Proposed aii sparging wells AS-26 and AS-27 will be constructed to a depth of 70 feet bgs, and <br /> screened between 65 and 70 feet bgs The wells will be 2-inch in diameter and constructed of <br /> Schedule 80 PVC <br /> The piping connecting the Unocal wells to the Wards site will be installed in a trench to run <br /> beneath Robinhood Drive The City of Stockton has verbally indicated that the moratorium on <br /> trenching in Robinhood Drive has been lifted Should this not be the case, than it will be <br /> necessary to horizontally core beneath Robinhood Drive to install the conveyance piping <br /> BS 1232P RAP ADA -8- <br /> ENVIRONMENTAL A UDIT,INC <br />