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ALISTO ENGINEERING GROUP L 4 G OF BORING MW-6 Page f of I <br /> ' WALNUT CREEK, CALIFQRNIA <br /> ALISTO PROJECT NO: 10-136-02 DATE DRILLED: 03/30/34 <br /> CLIENT: BP 011 Company Station No. 11153 <br /> LOCATION: 3202 West Hammer Lane, Stockton, California <br /> SEE SITE PLAN DRILLING METHOD: Hollow-Stem Auger (8") <br /> ' DRILLING COMPANY: Solis Exploration ServlcesCASING ELEVATION: 3.58 ' <br /> LOGGED BY: Ted Molse APPf30VE0 8Y. Al Sevilla <br /> a� <br /> 0 <br /> WUL MAGRAR d GEOLOGM DESCREMON <br /> G� o <br /> spa . <br /> CL <br /> ' silty CLAY: black, damp. <br /> `c <br /> E' SM silty SAND: tan, damp, medium dense; line— to 4,8,7 0 4 ci rJ medlum—grained sand;abundant fines. <br /> is <br /> v 2 m <br /> N � <br /> C <br /> m <br /> 4 7 f2 0 10 ML clayey SILT: tan/gray, damp, very still; minor very <br /> fine—grained sand. <br /> _ SP SAND: light tan, damp, med€um dense; fine— to <br /> 1 medium—grained sand. <br /> T,T,ti 0 <br /> ML sandy SILT: brawn/gray, damp, very stiff; very fine-to <br /> _ fine—grained sand. <br /> b <br /> 20 SM silty SANG: brown,wet, medium dense; very fine—to <br /> 8,9,13 0 — medium—grained sand; abundant lines. <br /> b — � <br /> D `s <br /> — N <br /> d — � <br /> ' 4 <br /> 2,3,5 NM o _ 25 Same: dark brawn, wet, loose; very fine—to line—grained <br /> — sand; abundant fines. <br /> — SP SANG: dark gray, wet, loose; fine—to medium—grained sand. <br /> 1,2,4 NM 30 <br /> Stabilized groundwater measured on April 25, 1994. <br />