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11 <br />THOMAS R. FLINN <br />DIRECTOR <br />January 28, 2008 <br />Mr. Todd Del Frate <br />California Regional Water Quality Control Board <br />11020 Sun Center Drive, #200 <br />Rancho Cordova, California 95670-6114 <br />Ll <br />P. 0. SOX 1810 -1510 E. HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95201 <br />(209) 468-3000 FAX (209) 468-2999 <br />www.sjgov.org <br />SUBJECT: CONCEPTUAL CLOSURE DESIGN, CORRAL HOLLOW SANITARY LANDFILL <br />Dear Mr. Del Frate: <br />Attached, please find figures showing the design concept for the extension of the closure cap at <br />the Corral Hollow Landfill (Figures 1-4). This letter addresses the two core design aspects of that <br />work. <br />Closure Cover Extension Area <br />We propose to extend the closure cover over all refuse within our property, including the burn ash <br />found along our eastern perimeter based on our recent investigation and in accordance with the <br />request from Robert McClellon of San Joaquin Environmental Health Department (Figure 2). We <br />appreciate the assistance by Mr. McClellon's staff with this investigation. <br />This closure area also reflects the directives received in our meeting on January 7, 2007 with <br />Water Quality Control Board, Integrated Waste Board, Cal Trans, and Environmental Health <br />Department staff. In that meeting, it was decided that the closure cap extension within our <br />property could proceed as a separate project. Extending the closure cap to cover all refuse in a <br />single project would be ideal, but such a project requires participation by CalTrans, and CalTrans <br />has so far indicated reluctance to participate. Rather than delaying the project until CalTrans <br />participation is assured, we will proceed independently on our own property. <br />Closure Method <br />The second important design feature is the use of Geocomplsite Clay Liner (GCL) as an <br />engineered alternative to the low -hydraulic -conductivity layer in accordance with Title 27 Section <br />21090 (Figure 3). According to our design consultant, GCL has been successfully used as <br />closure cap at the Cold Canyon Landfill in San Luis Obispo and the Morongo Landfill, San <br />Bernardino, CA. I am personally aware of closure with GCL at the Contra Costa Sanitary Landfill <br />near Antioch, CA. It is also my understanding that Water Board staff considers GCL superior to <br />the prescriptive one -foot clay layer barriers due to GCL's resistance to cracking. <br />Important features of this method include: <br />• Extension of the closure cap two feet into CalTrans property. CalTrans has previously <br />expressed a desire to cooperate by allowing access to their property. <br />