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distribution at varying, relatively shallow depths (up to approximately 24 <br /> inches) within the vegetative zone of the monofill cover section. All cover <br /> areas will receive the vegetative cover seed mix presented on Table 4 and <br /> depicted on the Erosion Control Plan (Drawing Sheet 9). <br /> 3.2.3 FINAL COVER TRANSITIONS <br /> Final cover will be transitioned from the slope to the existing fill areas as shown <br /> in Details 2 and 4 on Drawing Sheet D-1 and Details 2 and 3 on Drawing Sheet <br /> D-2. <br /> 3.2.4 SOURCES OF COVER MATERIAL <br /> Materials for construction of the final cover will be obtained from the on-site soil <br /> borrow area located directly north of the Stage IA area. The CQA program for <br /> the final cover construction is included in Appendix C of Appendix A and <br /> summarized in the following section. <br /> 3.2.5 FINAL COVER CONSTRUCTION QUALITY ASSURANCE <br /> The construction of the final cover system shall be carried out in accordance <br /> with the CQA Plan included in Appendix C of Appendix A. The <br /> implementation of the CQA Plan will provide documentation that suitable <br /> materials and standard construction practices are used to place the final <br /> cover system and to document that placement is consistent with the closure <br /> plan design specifications in 27 CCR, Section 20323 and 20324. Elements <br /> of the CQA Plan include: project description and definitions, qualifications <br /> and responsibilities, requirements for the final cover evaluation, inspection <br /> standards, testing frequencies, meetings and documentation. This <br /> information will be collected during final closure construction and incorporated <br /> into the project's final closure construction CQA Report which will be <br /> submitted to the appropriate agencies for recording and reporting purposes. <br /> The design professional who prepares the CQA Plan shall be a registered <br /> civil engineer or certified engineering geologist. <br /> 3.3 FINAL GRADING <br /> This section describes the proposed final grading contours for the Stage IA <br /> partial closure which was designed to promote lateral run-off of surface water <br /> Forward Landfill PFCPCMP 3-6 <br /> Z:\PROJECTS\Allied Waste\Forward\Reference Files Prior JTD\June 05 Stage IA Partial FCPCMP\FL-ser3.doc:6/16/2008 <br />