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Drill Contractor: Prpcision Sam Inc. <br /> Sample Method Geologist- MARK S- 13CEUM <br /> Drill Rig: BD1/01 .,. Bore Hole Diameter: - 60 <br /> Signature: _ <br /> Location: 000 Feet West of SoutbXcute Registration: 4412------- _ <br /> Logged b _ Brian Winnard - <br /> q ��1`�, ti GEOLOGIC DESCRIPTION <br /> 4 Gfl b 4 <br /> Asphalt 6 <br /> + 111 <br /> + <br /> NR ++ + <br /> -= <br /> Scsaid S�ity clayey sand, light brown. medium-grained <br /> 5 NR Cla ady <br /> light brown, slightly moist traces <br /> NA ML ) <br /> v <br /> NR r <br /> i e c & ea, motllrod, m�to <br /> NR 0 <br /> light brown, mottled, dry t94 <br /> CL <br /> 83% = o <br /> NA == <br /> IWL Clayey silt, brown, medium brown, very moist <br /> NR =-= SM Silty sand, medium brown. very moist v <br /> Clayey salt, brown U w <br /> ML � <br /> •� b <br /> 75R NA Sandy <br /> dy clay,ybrown, mottled. 15% sand. medium- <br /> grained <br /> edium- <br /> a�eV <br /> 17% =- - a <br /> gray brown, mottled m <br /> MR <br /> W <br /> NA ff tj8iplay. 1 Q s d. grades into sandy clay N <br /> --- ac firmmolb <br /> ---- as <br /> 00 � 4j <br /> _ CL to of core, clay - 3 X and, 70% clay, free <br /> 42X - al ter in core b ei, ottopi of core o <br /> 3 R` o� coa2r�ex- iinesan , color change <br /> _-- gay. <br /> 50q ==== <br /> _ sand, arse-grained, 10 silt, saturated, <br /> ed, <br /> _ arrel. grades to saidyeet . 9core <br /> NA <br /> free <br /> O0 <br /> clay - firm, very stiff, greenish gray, <10% � <br /> =--- silt <br /> 00 <br /> m <br /> ognVh a e <br />