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� S <br /> Site ©CAMP© PROPERTY Engineer-D Kf'�LMBACH <br /> ADVANCED GEO <br /> Locat> on CPT-03 Date 08 22 05 07 01 <br /> qt (tsf) fs (tsf) U (psi) Rf M SBT <br /> 0 410 0 10 0 400 0 10 0 12 <br /> ' <br /> Uod�lined <br /> e <br /> Hand Auger Hand augr Hant <br /> 01 d Auger Hand �iuger C <br /> Si yt <br /> f Clayey Silt <br /> �y t u Stiff Fine brat <br /> i Clayey Silt <br /> Silt <br /> 3 � <br /> Clayey Silt <br /> f�i <br /> t � <br /> -20 - - _ <br /> Silty Clay <br /> Clay <br /> ' clayey Silt <br /> s Siliy Clav <br /> —3G - - + 7 Cgtya Silt <br /> C��y lay <br /> � a <br /> i Si Lty Clay <br /> r Clayey Silt <br /> Silty Clay <br /> 4- —40-- - i[t4 Clay <br /> Stiff Fine Brain <br /> SLlty Clay <br /> Clayey Stlt <br /> SLLty C'ay <br /> C1ayew Silt <br /> SLLty Clay <br /> ClaUey Silt <br /> silt <br /> Cl aUvy Silt <br /> Stiff Fine Grain <br /> 0 So.. Sample <br /> i Cvmvnted Sand <br /> -70 --- 84 Sample j - Sa`ldy SanCi3and <br /> Andy Silt <br /> Silt <br /> 0Soil Sample Clayey Silt <br /> Stiff Fine Brain <br /> 1 <br /> —80 -- Clayey silt <br /> i 1t afar Fine GraL <br /> J1a1ye Si ktfqir� <br /> i L i V 57nd�s aid <br /> GW Sample Sand <br /> —CSE} --- - - - Silt <br /> Elftyey Silt <br /> i t <br /> Stiff Fine Grain <br /> Sslty Clay <br /> -100 <br /> Max Depth 100 2C (ft) SBT Soil Behavior Type (Pobertson 1990) <br /> Depth Inc. 0 066 (ft) <br />