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0 0 9 <br />Table 1 <br />Existing Cover Laboratory Test Results <br />Forward Sanitary Landfill, San Joaquin County, California <br />Sample <br />Location <br />Depth <br />(feet) <br />USCS <br />Liquid In-situ <br />Limit Moisture (%) <br />In-situ <br />Density (pcf) <br />% Passing <br />No. 200 Sieve <br />%Passing <br />5 Micron <br />Max. Dry Density optimum Permeability <br />(lbs/ft) Moisture (%) (cm/sec) <br />Campbell's <br />"a" coefficient <br />Campbell's <br />"b" coefficient <br />AS-EXI <br />1.0 <br />CL <br />11.6 <br />95.7 <br />75 <br />31 <br />5.00E-06 <br />-4.890 <br />5.188 <br />AS -)W <br />1.0 <br />CL <br />16.8 <br />99.5 <br />75 <br />30.5 <br />3.30E-06 <br />-4.690 <br />8.403 <br />AS -FM <br />1.0 <br />CL <br />19.7 <br />97.8 <br />79 <br />32 <br />1.20E-06 <br />-4.890 <br />12.000 <br />Average <br />ASB -2 <br />16.0 <br />97.7 <br />76.3 <br />31.2 <br />3.50E-06 <br />-4.890 <br />8.530 <br />Geomean <br />87 <br />15.7 <br />97.7 <br />76.3 1 <br />31.2 <br />3.31E-06 <br />4.890 <br />8.058 <br />Notes: "- Permeability Test conducted using the ASTM D 5084. <br />Borrow Source Samples Laboratory Test Results <br />Forward Sanitary Landfill, San Joaquin County, California <br />Sample <br />Location <br />Depth, <br />(feet) USCS <br />Liquid In-situ % Passing % Passing <br />Limit Moisture (%) No. 4 Sieve No. 200 Sieve <br />% Passing <br />5 Micron <br />Maximum Dry Density <br />(lbs/ft) <br />Optimum <br />Moisture (%) <br />Permeability Campbell's Campbell's <br />(cm/sec) "a" coefficient "b" coefficient <br />ASB -1 <br />0-3 <br />92 <br />AS13-1 <br />3-5 <br />88 <br />AS33-I <br />5-9 <br />53 <br />14 <br />114:0 <br />15 <br />1.20E-06 <br />ASB -1 <br />15-17 <br />85 <br />ASB -1 <br />28-30 <br />68 <br />ASB -2 <br />0-2.5 <br />93 <br />53 <br />111.5 <br />17 <br />1.60E-08 <br />ASB -2 <br />5-7 <br />87 <br />ASB -2 <br />13-15 <br />67 <br />ASB -2 <br />17-19 <br />65 <br />ASB -2 <br />23-25 <br />67 <br />30 <br />124.5 <br />12.5 <br />5.00E-08 <br />ASB -3 <br />8-9 <br />70 <br />ASB -3 <br />13-15 <br />78 <br />22 <br />115.5 <br />14.5 <br />4.00E-06 <br />ASB 4 <br />2-2.5 <br />88 <br />ASB -4 <br />8-10 <br />65 <br />ASB -4 <br />16-18 <br />33 <br />13 <br />125.0 <br />12 <br />3.50E-04 <br />ASB -4 <br />28-30 <br />68 <br />32 <br />1220 <br />13.0 <br />6.50E-08 <br />AS33-5 <br />5-6 <br />82 <br />AS13-5 <br />8-9 <br />81 <br />ASB -5 <br />18-20 <br />70 <br />ASB -5 <br />27-28 <br />43 <br />ASB -5 <br />28-30 <br />52 <br />22 <br />127.0 <br />11.0 <br />6.50E-07 <br />ASB -6 <br />14-15 <br />88 <br />ASB -6 <br />23-25 <br />78 <br />32 <br />116.5 <br />15.0 <br />1.60E-07 <br />ASB -7 <br />1 13-15 <br />71 <br />28 <br />113.5 <br />15.0 <br />5.40E-07 <br />Average <br />72.2 <br />27.3 <br />118.8 <br />13.9 <br />3.96E-05 <br />Geomean <br />70.2 <br />25.1 <br />118.7 <br />13.8 <br />5.54E-07 <br />