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Upper Northern Portion of WMU FU-08 September 2009 <br /> Forward Landfill Project No.021605.09 <br /> TABLE <br /> GRANULAR DRAINAGE MATERIAL LABORATORY TESTING SUMMARY <br /> SPECIFICATIONS 100% <3% >0.1 cm/sec <br /> DG-1 3/8" Pea Gravel 100% 0.4% 5.5 cm/sec <br /> DG-Al 3/8" Pea Gravel 100% 0.9% 4.1 cm/sec <br /> DG-A2 3/8" Pea Gravel 100% 0.5% 5.2 cm/sec <br /> DG-A3 3/8" Pea Gravel 100% 0.8% 5.6 cm/sec <br /> DG-A4 3/8" Pea Gravel 100% 0.8% 5.8 cm/sec <br /> DG-A5 3/8" Pea Gravel 100% 1.3% 4.0 cm/sec <br /> DG-A6 3/8" Pea Gravel 100% 2.1% 3.4 cm/sec <br /> DG-A7 3/8" Pea Gravel 100% 1.4% 5.8 cm/sec <br /> DG-A8 3/8" Pea Gravel 100% 0.8% 5.6 cm/sec <br /> DG-A9 3/8" Pea Gravel 100% 0.7% 4.7 cm/sec <br /> DG-A10 3/8" Pea Gravel 100% 1.2% 6.1 cm/sec <br /> DG-All 3/8" Pea Gravel 100% 1.9% 2.6 cm/sec <br /> DG-Al2 3/8" Pea Gravel 100% 2.2% 3.5 cm/sec <br /> DG-A13 3/8" Pea Gravel 100% 2.0% 3.4 cm/sec <br /> DG-A14 3/8" Pea Gravel 100% 1.4% 3.0 cm/sec <br /> DG-A15 3/8" Pea Gravel 100% 1.7% 2.8 cm/sec <br /> TABLE <br /> COARSE GRAVEL LABORATORY TESTING SUMMARY <br /> AM S ?Ik 'E <br /> SPECIFICATIONS 100% <5%® <2% >1.0 cm/sec <br /> CG-1 1.5" round rock 100% 0% 0% 21 cm/sec <br /> CG-A1 1.5" round rock 100% 3.5% 0.3% 8 cm/sec <br /> CG-A2 1.5" round rock 100% 1.4% 1.1% 14 cm/sec <br /> Vector Engineering, Inc.-143E Spring Hill Drive-Grass Valley, CA 95945-(530)272-2448 <br /> -20- <br />