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Forward Landfill -2- 20 January 1987 <br /> from a California Regitered Civil Engineer showing that this <br /> landfill has been constructed to meet the requirements of <br /> Subchapter 15, Title 23, California Administrative Code. The <br /> sections of Subchapter 15 that contain Class III landfill <br /> requirements are: <br /> 2533- Class III: Landfill s for Nonhazardous Solid Waste <br /> 2541- General Criteria for Containment Structures <br /> 2542-- Liners <br /> 254..:x- Leachate Collection and Removal Systems <br /> 2545- Subsurface Barriers <br /> A few of the many questions I have regarding this landfill are: <br /> 1. What testing procedures were used to determine the degree of <br /> compaction and permeability of the landfill floor? <br /> 2. What is the composition of the material used for the liner? <br /> 3. How thick is the liner beneath the leachate collection and <br /> removal system? <br /> 4.. How will leachate be detected and removed from the sump? <br /> Where is the sump? <br /> 5. How often will the leachate be monitored and for what parameters? <br /> b. Since there is a losing stream within 200 feet of the landfill <br /> and there are sand stringers present at the site, how will -, <br /> water be prevented from entering the landfill if subsurface <br /> barriers are not installed? <br /> INSPECTION SUMMARY <br /> Until design plans and an engineering certification, prepared by a <br /> California Registered Civil Engineer, stating that the landfill <br /> meets the construction requirements of Subchapter 15 are <br /> submitted to the Board, no approval to operate the landfill <br /> should be given. <br /> Timothy randall <br /> Project Engineer <br /> TAC: tac <br />