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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 />0 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 />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-sec3.doc: 6/16/2008 <br />