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KAPREALIAN ENGINEERING, INC.�`'j <br /> K E 1 Consulting Engineers <br /> P. O. BOX 913 <br /> BENICIA, CA 94510 <br /> 1415)676-9100 (707)746-6915 <br /> September 16, 1988 <br /> Work Plan-Monitoring Well Destruction <br /> Unocal Service Station #5098 <br /> 5606 Pacific Avenue <br /> Stockton, California <br /> INTRODUCTION: <br /> This work plan describes the proposed destruction of two ground <br /> water monitoring wells, MW-1 and MW-7, at the referenced site. <br /> The work proposed herein is a necessary precursor to the <br /> excavation and aeration work that is outlined in Kaprealian <br /> Engineering, Inc. 's (KEI) proposal dated 2 September 1988 . <br /> Because the excavation of contaminated soil at the site will <br /> encompass the existing wells, KEI proposes to destroy the wells <br /> to prevent any additional contamination to the ground water. If <br /> required by the Regional Water Quality Control Board (RWQCB) <br /> and/or the San Joaquin Local Health District, the wells will be <br /> re-installed following refilling of the excavation. Details of <br /> the site history, location and site description are outlined in <br /> the 2 September work plan. <br /> FIELD ACTIVITIES <br /> KEI proposes to abandon wells MW-1 and MW-7 as shown on the <br /> attached Well Location Map. Exploration Geoservices, Inc. of San <br /> Jose (License 484288, C57) will be contracted to drill out the <br /> wells. Eight inch hollow stem continuous flight auger drilling <br /> equipment will be used. The wells will be drilled out to the <br /> total original depth and the PVC casings will be removed. With <br /> the augers in place in the boreholes, neat portland cement will <br /> be pumped through the augers to the bottom of the borehole. The <br /> augers will then be removed and the cement will be displaced into <br /> the borehole by use of the surface pump. The boreholes will be <br /> backfilled with cement to a depth of 40 feet below grade, which <br /> corresponds to the proposed depth of soil excavation at the site. <br /> The ground water table at the site is at a depth of approximately <br /> 42 to 50 feet below grade. MW-1 has a total depth of 60 feet. <br /> The precise depth of MW--7 is not known by KEI at this time but is <br /> at least 60 feet below grade. KEI will obtain the depth of MW-7 <br /> from the RWQCB by telephone on 19 September 1988. <br />