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0 <br />THOMAS <br />DIRECTOR <br />FRITZ BUCHMAN <br />DEPUTY DIRECTOR <br />MICHAEL SELLING <br />DEPUTY DIRECTOR <br />JIM STONE <br />DEPUTY DIRECTOR <br />ROGER JANES <br />BUSINESS ADMINISTRATOR <br />August 4, 2014 <br />Robert McClellon REHS, Program Coordinator <br />Environmental Health Department <br />1868 E. Hazelton Avenue <br />Stockton, California 95205 <br />P. O. BOX 1910 -1910 E. HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 96201 <br />(209)469-3000 FAX (209)469-2W9 <br />www.sjgov.orgtpubwarks <br />SUBJECT: GREEN WASTE AREA CORRECTIVE ACTION PLAN, NORTH COUNTY <br />RECYCLING CENTER AND SANITARY LANDFILL <br />Dear Mr. McClellon: <br />The Solid Waste Division recognizes that the existing pad at the Green Waste Area at <br />North County Landfill (NC) has deteriorated and requires rehabilitation. It is anticipated <br />that the funds to complete this work will become available in FY 2016-17. <br />In the interim, Solid Waste proposes to maintain the pad by monitoring and making <br />repairs as needed, according to the Maintenance Plan described below. <br />On-going Maintenance Plan: <br />Solid Waste staff will monitor the Green Waste area weekly and make repairs to <br />depressions as needed. Some existing depressions are covered by green waste piles <br />and are not accessible. Staff will repair these as they become accessible. <br />Based on size and depth, depressions will be filled either with cold -patch asphalt or <br />hot -mix asphalt. Repairs will be recorded in the Maintenance Log Book, which will be <br />kept on site and available for review by EHD staff. <br />Conceptual Pad Replacement Design: <br />The existing pad grading incorporates a valley in the pavement on the northern part of <br />the pad (figure 1). There are three (3) drain inlets along the valley which drain into a <br />perforated pipe which discharges into the drainage ditch to the east. The drainage ditch <br />discharges into the retention pond to the south. <br />The County may elect to replace the pad in kind, using the existing drainage design. <br />Another alternative being considered is to drain to the southeast, where the runoff will <br />sheet -flow directly into the ditch and retention pond, thus eliminating the need for drain <br />inlets. This latter scenario is more likely if the future pad is reduced in size from the <br />current footprint. <br />