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BRING NO . Project: Van Buskirk Golf Coarse Facility Project No.: AGE-NC <br /> Site Address: 1740 Houston Avenue Total Depth: I5 lfeet <br /> ' BStockton, California <br /> • Date: 27 April <br /> age 1 of I Drilling Co.: Central Valley Drilling Logged by: Gary Di. <br /> t Rig/Auger Type: B-5318" Dia <br /> Hollow Stem Auger Reviewed by: Nuel He <br /> fiflcpl0 <br /> SILTY SAND/SAND with sill <br /> SM poorly graded,fine sand,mica <br /> I, B-2-2.5' - 3/3/5 diameter. <br /> edium dense, R B_24, - <br /> es up to 1.4 mm 5/8/95 . Increase in consistency to dense <br /> town. <br /> se,weakly to B-2-5.5' : in silt content to SILTY SAND. <br /> - I0/13/17 SILTY SAND/SANDY SILT,t <br /> B-2-7' <br /> ine sand. - 10/11/13 SM/MLI 1 1 1 1 ed,fine sand. <br /> � <br /> rly graded, fine _ SM ILTY SAND,brown,moist to <br /> B-2-8.5' 10/I1/14 ML <br /> Lith sand,moist to ::1:' 1 _ me sand. <br /> B-2-9 S 4/6/9 ANDY SILT with clay, brown <br /> 'stiff,low e sand. <br /> Called discrete water sample B <br /> N <br /> xff,low plasticity. feet bsg. <br /> ith fine sand. mk+"' ML/CL - CLAYEY SILY/SILTY CLAY <br /> r , 15 B-2-15' - 4/5l7 <br /> IW <br /> GL edium stiff, low plasticity,moi <br /> ILTY CLAY with sand,brown. <br /> _ sand, low plasticity. <br /> lie <br /> 2 otal depth= 15 feet bsg_ <br /> easured static water level at 8.: <br /> 25 <br /> i <br /> I <br /> 3 <br /> e <br /> 35 <br /> I <br /> k ' <br /> 40— <br /> I <br /> 1IfI <br /> { <br /> 1 <br /> Advanced <br /> Ital, Inc. L'WiAIPROS R1NG-M 9US-119 RNG2SAM 06My/g9�10:54A1y� GeoEn, <br />