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*qu�h <br /> • <br /> THOMAS M.GAU P.O.BOX 1810.1810 E.HAZELTON AVENUE <br /> DIRECTOR STOCKTON,CALIFORNIA 95201 <br /> (209)468-3000 FAX(209)468-2999 <br /> ;�j F••at+� www.sjgov.org/pubworks <br /> FRITZ BUCHMAN <br /> DEP UTY.DIRECTOR Worlding f(W YOU <br /> MICHAEL SELLING <br /> DEPUTY DIRECTOR <br /> STEVEN WINKLER <br /> DEPUTY DIRECTOR <br /> ROGERJANES <br /> BUSINESS ADMINISTRATOR <br /> July 23, 2013 <br /> Mr. Todd Del Frate <br /> California Regional Water Quality Control Board <br /> Central Valley Region <br /> 11020 Sun Center Drive, #200 <br /> Rancho Cordova, California 95670-6114 <br /> SUBJECT: FIRST SEMESTER 2013 GROUNDWATER AND SURFACE WATER MONITORING <br /> REPORT; FOOTHILL SANITARY LANDFILL <br /> Dear Mr. Del Frate: <br /> Enclosed is the First Semester 2013 Groundwater and Surface Water Monitoring Report for the Foothill <br /> Sanitary Landfill. Groundwater monitoring continues on a semi-annual basis in accordance with our <br /> WDRs. General parameters, minerals and inorganic results are unremarkable. <br /> One VOC, less than 1 ppb, was reported in well MW-3. This well was free of VOCs from early 2002 until <br /> approximately five years after the placement of an impermeable barrier over Module "I" refuse. The <br /> reappearance of this compound after years of non-detection is troubling, especially when many of those <br /> years of non-detection were without a LFG collection system; however, this is consistent with a five-year <br /> lag time between "cause" on the surface and "effect" seen in the groundwater. In this case, the cause of <br /> the groundwater impact was the placement of an impermeable barrier over refuse of this unlined landfill. <br /> The County continues to be concerned that placing an impermeable liner over refuse of an unlined <br /> landfill promotes movement of LFG towards the groundwater, and that this effect cannot entirely be <br /> countered by a LFG collection system. The enclosed report includes a review of these events. <br /> The County increased corrective action by replacing LFG collection well GX-2A and increasing LFG pipe <br /> size to better serve GX-7 and -9. We are presently at the maximum collection rate for our LFG system <br /> but anticipate that the LFG-to-Energy plant will increase LFG collection by at least 10%. <br /> The water level in MW-1 was sufficient to measure elevation, but not to collect a sample. This well is <br /> cross-gradient from the landfill, so data from this well is not needed at this time in evaluating the data <br /> from the up-gradient or down-gradient wells. However, this well is useful in estimating groundwater <br /> elevations under the site. MW-1 will be replaced with MWAA prior to the next monitoring event. <br />