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Table 1: Test Results from Overland Ponds Pond 2 to Treiber A Boring Samples <br /> Sample Midpoint Percent <br /> No./ Elevation N- Water Dry Unit Liquid Passing Unconfined Cerchar <br /> Boring Core Depth of Sample value Content Weight Limit Plasticity No.200 Compressive %Swell Abrasivity SO4 USCS <br /> Crossing No. Run (feet) (NGVD29) (bpf)t41 (%) (Ib/ft3) (%) Index(%) Sieve Strength(psi) Index Index(') (ppm)t5t Classification <br /> B101 S1 0-1.5 5019.8 8 97 32 19 45 SC <br /> B101 1 1 8 3-8.7 5012.0 1 9 145 3315 <br /> B101 4 21.9-22.3 49984 1.8 143.3 32 16 78 1012 <br /> B102A 1 26.2-26.8 50144 7.3 112.7 162(2) <br /> Pond 2 to B102A 4 37 7-38.3 5002.8 0.71 <br /> Treiber A <br /> B102A 4 38.9-39 7 5001.6 5.4 145.5 30 16 33(3) 2417 (+)0.9 <br /> B103 2 14.0-14.7 5008.3 1000 <br /> B103 3 18.9-19.6 5003.3 0.72 - <br /> 6103 4 22.8-23.4 4999.5 6.3 144.3 32 18 94.2 684 (+)0.8 600 <br /> Notes: <br /> (1)Performed by Advanced Terra Testing,Inc. All other testing performed by Earth Engineering Consultants,LLC. <br /> (2)Bedrock core sample fractured along slip/bedding plane <br /> (3)Results may be skewed as the material contained fragments after the deflocculating and washing stage <br /> (4)bpf—blows per foot <br /> (5)ppm—parts per million <br /> Field Investigations 6 <br /> L41GEI <br />