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E <br />CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD * CENTRAL VALLEY REGION <br />3443 Routier Road, Suite A Phone: (916) 255-3000 <br />Sacramento, California 95827-3098 CALNET: 8-494-3000 <br />TO: Greg Vaughn �'4 <br />Senior Engineer <br />Waste Discharge to Land Unit <br />DATE: 24 July 1995 <br />FROM: Gail Wiggett <br />Associate Engineering Geologist <br />Waste Discharge to Land Unit <br />SIGNATURE: <br />(/V <br />SUBJECT: REVIEW OF CLOSURE AND POST -CLOSURE MAINTENANCE PLAN FOR <br />COVE CONTRACTORS LANDFELL, SAN JOAQUIN COUNTY (CASE NO. <br />2797) <br />I have reviewed the Closure and Post -Closure Maintenance Plan (CPCMP or Plan) submitted by <br />Kleinfelder on behalf of Cove Contractors. This site is an auto shredder waste landfill occupying <br />property that was in part a former clay mine. The site's southern border is bounded by a drainage <br />slough, Duck Slough, and the northern boundary abuts on property owned by Martin Metals. The <br />landfill has received both inert (demolition) waste and auto shredder waste, but has not taken any <br />wastes in 13 years. There is also thought to be a small, but unknown, amount of Class III <br />putrescible waste. <br />The Plan proposes using a geosynthetic (flexible membrane) as the barrier layer instead of clay in <br />the final cover, and leaving the landfill with a final configuration that includes a deep area at the <br />north end of the site. This deep area represents a former mine pit that has been only partially <br />infilled with wastes. The Plan proposes impounding stormwater in this deep area for diversion to <br />surface drainage channels when sufficient water accumulates. Both of these proposals represent <br />engineered alternatives to procedures prescribed by California Code of Regulations, Title 23, <br />Chapter 15 (Chapter 15), which regulates discharges of wastes to land. <br />The Plan refers to issues of stability on steep slopes in the landfill, particularly in the northern area <br />where the impoundment is proposed. It does not provide a n engineering analysis of the slopes. <br />Additionally, the Plan proposes a water quality monitoring program based on Detection <br />Monitoring rather than an Evaluation Monitoring Program. The monitoring is proposed to be <br />continued for five years during the post -closure monitoring and maintenance period, after which <br />time the need for continued monitoring will be assessed. Appendix B of the Plan includes a <br />proposed water quality Sampling and Analysis Plan (SAP). <br />Much of the Plan is acceptable in concept, but additional design details and engineering analyses <br />are needed to justify the proposals and address technical and regulatory concerns. Detailed <br />comments on the CPCMP are given below. The water quality SAP will be reviewed separately. <br />