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Ec0 <br /> 1e1 <br /> u G. Sn ,.ln. <br /> 2, <br /> .,Donn,. .... - I✓f ne(v RonAlouOc <br /> Water Boards 4EcnhSq,pn <br /> N, Pp En1Al.n„p1tLl,V,'. <br /> Central Valley Regional !Nater Ouality Control Board <br /> SPR <br /> 6 April 2014 <br /> City of Tracy <br /> Public Works Department <br /> c/o Paul Verma <br /> 333 Civic Center Plaza <br /> Tracy, CA 95376 <br /> SECOND REVISED WORKPLAN REVIEW, CITY OF TRACY— CLASS H LAND TREATMENT <br /> UNIT, SAN JOAQUIN COUNTY <br /> The operation, monitoring, and closure requirements of the City of Tracy's (hereafter <br /> Discharger) former Class II Land Treatment facility (Site) are prescribed by Waste Discharge <br /> Requirements (WDRs) 94-216. The WDRs require an assessment of groundwater, and at <br /> closure, the removal of all residual waste, covers, liner material, and adjacent geologic material <br /> contaminated by waste. <br /> Between 1994 and 2000, the City of Tracy took steps to clean close their Site, as required by <br /> the WDRs. However, before the City received closure, new waste piles were disposed across <br /> the Site, both atop and beyond the limits of the Site's former waste treatment units. The <br /> Discharger estimates that about 9,500 cubic yards of waste remains atop the Site in <br /> approximately 1,056 individual piles, each consisting of about nine cubic yards of waste. <br /> To complete closure as required by the WDRs, the Discharger submitted the 14 February 2014 <br /> Second Revised Workplan Soil and Groundwater Site Assessment(Work Pan). The Work Pan <br /> contains a proposal to establish background soil concentrations, and assess the nature of the <br /> remaining waste piles, native soil beneath the piles, and groundwater beneath the Site. <br /> To assess the nature of the waste piles remaining at the Site, the Work Pan contains a proposal <br /> to collect 17 samples from about two feet into select waste piles. To assess the nature of native <br /> soil beneath the waste piles, the Work Plan contains a proposal to advance seven soil borings <br /> and to collect depth discreet samples from each boring at about 6, 18, and 30 inches below <br /> ground surface (bgs). Each shallow (6” bgs) soil sample will be analyzed; however, analysis of <br /> the deeper native soil samples will be contingent on the results of the shallower samples. To <br /> assess background soil conditions, the Work Pan contains a proposal to advance two borings <br /> outside of the known waste disposal area, and to collect depth discreet samples from each <br /> boring at about 1, 2, and 3 feet below ground surface (bgs). To assess the nature of <br /> groundwater beneath the Site, the Work Pan contains a proposal to advance five SimulProbe <br /> borings and to collect soil and groundwater samples from each boring. Groundwater is <br /> estimated to be at about 100 feet bgs, and each boring will be advanced to a maximum depth of <br /> 120 feet bgs. <br /> KARL E. LONGLEY SCD, P.E., CRAEn I PAMELA C. CREEDON P,E., SCEE,ExecuTwE or Raen <br /> 11020 Sun Canret Drive 0200.Rancho Coroova,CA 25570 I wwv..wateroonraasa.0ovlcentralvan0y <br />