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Stage 1A Partial Final Closure February 2006 <br /> Forward Landfill Project No. 021605.06 <br /> this project was maintained by Vector throughout the construction period and <br /> a photographic log is presented in Appendix A. Daily field reports of CQA <br /> activities are included in Appendix B. Earthworks documentation is included <br /> in Appendix C. Documentation of design modifications is included in <br /> Appendix D. <br /> TABLE 1 <br /> EARTHWORKS TESTING AND FREQUENCY <br /> lEartihfill 180,000 cy Modified Proctor 1 per 5,000 cy 36 36 1 per 5,000 cy <br /> (D 1557) <br /> Particle Size (D422) 1per 5,000 cy 36 40 1 per 4,500 cy <br /> Atterberg Limits 1 per 5,000 cy 36 40 1 per 4,500 cy <br /> (D4318) <br /> Nuclear Density 1 per 250 cy 720 720 1 per 250 cy <br /> (D2922) <br /> Density— Sand Cone 1 per 2,500 cy 72 72 1 per 2,500 cy <br /> (D 1556) <br /> BAT Permeability 1 per 5,000 cy 36 36 1 per 5,000 cy <br /> Hydraulic Conductivity 1 per 10,000 cy 18 18 1 per 10,000 cy <br /> (D5084) <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley,CA 95945•(530)272-2448 <br /> -7- <br />