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E 3. The procedures for the removal of solids, blockage, and erosion from the drainage collection system was not addressed - Section 17778 Response: Additional statements addressing those concerns have been added to the plan report postclosure maintenance section on maintenance and monitoring. The cost for sediment removal has already been included in the estimate for drainage maintenance. Additionally, an item to inspect for sediment build up and sediment control devices were be added to the inspection section for the postclosure maintenance plan. 7. Run-off analysis for sheet and rill erosion was not proposed - Section 17779. Response: Run-off analysis has been added to the report as Appendix E. A narrative was also be added to the report to address postclosure maintenance impacts. 8. The details of the construction and operation of the leachate control system have not been proposed. An evaluation of this system cannot be made due to lack of information - Section 17781 Response: The planned Leachate Collection and Removal System (LCRS) is further described as follows: A. A composite liner design which consists of a minimum 6 inch thick scarified and recompacted soil layer overlain by a 60 mil. HDPE liner. B. The recompacted soil layer and HDPE liner would be constructed under an approved CQA program. C. The soil layer overlain by the HDPE would be specified for recompaction to a permeability equal to or less than .0001 cm/sec. D. Approval for the use of a composite liner is contingent upon the approval by the Regional Water Quality Control Board of a quality assurance/ quality control (QA/QC) plan for construction of a soil layer prior to construction. E. A dendritive network composed of 6 -inch diameter perforated pipes installed in granular drainage material. F A 10 -ounce per square yard geotextile surrounding the granular drainage material. G. A 1 -foot -thick soil operations layer over the liner and dendritive network.