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Taj M. Bahadori -2- 19 November 2014 <br /> San Joaquin County DPW <br /> Stockton <br /> .includes maximum slopes of 3HAV with side slope benching for slope stability. Factors of <br /> safety associated with interim slopes will be at least 1.5. Samples of materials used in liner <br /> construction will be shear-tested in the laboratory per project specifications to verify. <br /> assumptions used in slope stability analysis. Leachate from the module will be collected in an <br /> LCRS sump to be constructed in the southwest comer of the module and shared with future <br /> Module 6. Storm water runoff from the project area will be directed to a temporary storm water <br /> basin to be constructed immediately south of the module and then pumped, as necessary, into <br /> the landfill's storm drainage system. <br /> Our review of the design report indicates that the proposed design for Module 5, Phase 1 <br /> complies with WDR Order R5-2010-0016. Based on this review and the certifications of the <br /> various reports, plans, and drawings therein, we therefore approve of the report. Please inform <br /> us when the above containment system components will be constructed so that we can <br /> schedule necessary inspections by Water Board staff. <br /> If you have anestd ns, please contact me by telephone at(916) 464-4641 or by email at <br /> iohn.mood waterbo rds.ca. ov. <br /> g <br /> Moodyr Resource Control Engineer <br /> 27 Permitting and Mines <br /> Enclosures <br /> cc: Christine Karl, Permitting &LEA Support, CaiRecycle, Sacramento <br /> Robert McClellon, San Joaquin County Environmental Health Department, <br /> Stockton <br /> Eric Schneider, CB&I Environmental and Infrastructure, Inc., Sacramento <br />