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a ' <br /> 3330 Data Drive <br /> ., elta 9992 suite 100 <br /> _ JUL'�U� � Rancho Cordova, CA 95670 <br /> Enveronmental 916!638 20$5 <br /> Consultants,Inc C:NVIRO� iAEN T AL .1 ,E"LTH FAX 9161638-8385 <br /> PERMIT/SERVIQF-11 <br /> July 15, 1992 <br /> Mr Harlin Knoll <br /> Public Health Services <br /> Environmental Health Division <br /> County of San Joaquin <br /> 1601 Hazelton Avenue <br /> Stockton, California 95201 <br /> Subject Well Abandonment Report <br /> Beacon Station No 696 <br /> 2448 West Kettleman Lane, Lodi, California <br /> Delta Project No 40-90-839 <br /> Dear Mr Knoll <br /> i As discussed in recent conversations, Delta Environmental Consultants, Inc , was authorized by <br /> Ultramar Inc to abandon six ground water monitoring wells at Beacon Station No 696, located at <br /> 2448 West Kettleman Lane, Lodi, California (Figure 1) Abandonment of the wells was necessitated <br /> by road construction adjacent to the site In addition to abandonment of monitoring wells MW-9, <br /> MW-11, and MW-12, discussed in our work plan dated July b, 1992, and approved by your office <br /> under Well Permit Nos 92-2428 and 92-2429, monitoring wells MW-8, MW-21 R, and MW-27, have <br /> also been abandoned We understand that Well Permit No 92-2429 will be amended to include the <br /> three additional monitoring wells The well locations are shown in the site plan included as Figure 2, <br /> which shows the site as it will appear after completion of the road construction <br /> Monitoring wells MW-9, MW-11, and MW-12, were abandoned on July 7, 1992 Monitoring wells <br /> MW-8, MW-21R, and MW-27, were abandoned on July 13, 1992 All six of the wells were dry <br /> Each monitoring well was abandoned by the following procedures <br /> • The well casing was backfilled with a 12-sack neat cement grout with 5% bentonite, <br /> emplaced from bottom to top by pumping through a tremie pipe <br /> • The top of the well casing was sealed, then the well was pressurized in order to drive the <br /> grout through the well screen and into the filter pack An air compressor was used to <br /> pressurize the well to at least 20 pounds per square inch for 10 to 15 minutes <br /> • After removing the cap, the well casing was grouted to approximately 3 feet below grade, <br /> as requested by the City of Lodi, Public Works Department <br />. The calculated volume of the wells and filter packs was 0 8 cubic yards (assuming 25% void space <br /> in the filter packs) The actual volume of grout used was approximately 1 1 cubic yards, indicating <br /> that the well casings and filter packs were adequately grouted <br /> Delta Delivers Solutions <br />