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j�ENG PERMEABILITY TEST REPORT <br /> ENGINEERING !NC <br /> Client Name: IT CORP Project No • 953026 03-243 <br /> Project Name• VAN DEN BERGH FOODS Test Type ASTM D-5084C <br /> Date: Sept 1, 1995 <br /> Sample Identification: SB-1-1 GT SB-1-2GT SB-1-3GT SB-1-4GT <br /> 15.0-15.5' 29.5-30.0' 50.0-50.5' 55.0-55.5' <br /> INITIAL: <br /> Moisture Content(%): 128 231 90 136 <br /> Dry Density(pcf): 87 101 94 95 <br /> Saturation(96): 37 93 30 47 <br /> Porosity(96): 483 401 445 436 <br /> Vold Ratio: 0 935 0 671 0 803 0 775 <br />' <br /> FINAL: <br /> Moisture Content(%): 295 261 296 228 <br /> Dry Density(pcf): 91 101 96 101 <br /> Saturation(%): 93 100 100 92 <br /> Porosity(%): 460 402 429 401 <br /> Vold Ratio: 0 852 0 674 0 753 0 670 <br />' TEST RESULTS: <br /> "B"Parameter: 064 099 090 086 <br /> Hydraulic Conductivity <br /> (cm/sea): 6 1 E-04 8 SE-07 2 2E-03 2 312-04 <br /> Effective Consolidation <br /> Pressure (psi). 104 208 347 382 <br /> Gradient Range: 1-3 1-2 1-6 1-3 <br /> Notes: <br /> i <br /> NOTES: Ds-aired tap water was used as permeant, <br /> The above Saturation, Porosity and Void Ratio are based upon an assumed Specific Gravity of 2 70 <br /> 6y aeapdng tM data and ramdta tapraaantad on this page,Giant agtaaa 1P limit Iha naWnry M Vector EnQinaaring Ino from Guns and all oVrr pard"for claims atisieq out of the vasI � <br /> this der to the e a for�e respective taat{a)rsptsaanrd huaon and Glom agraas b any and hold ham leas vaotar fnxn and against all PoWnty In oneas of dta abrnwn6mw iimit <br /> 12438 Loma Rica Dr.Suite C,Grass Valley,CA 95945 (916) 272-2448 Fax (916)272-8553 <br />