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iPROJ : S Eleme School PROJECT NO.: 3639D <br /> CONDOREARTR <br /> 1 _ TECRNOLOGIES.INC- CLIENT: Stockton U&fwd School District <br /> i 274-05 <br /> 209. 18 PROJECT LOCATION: Comer of California St and Church St <br /> cor400ri LOCATION: Buildin B-East ELEVATION: 15 ft.T (assumed) <br /> FAX 209-13't-0578 LOGGED BY: B.B.Cook <br /> LOG OF BORING <br /> DRILLER: RAM Geotechnical DATE: 11/18/05 <br /> i DRILUNGMETHOD: 4^solidstemA crcSSA) <br /> No. B-7 DEPTH TO-WATER>INITIAL: 'T N/A AFTER DRILLING: 's N/A CAVING> f N/A <br /> 0 <br /> i m OJ n ao0 3 2 in �c a 'v4t ar <br /> mm E> m Description m ��z > 0 o aE= � � o �r <br /> p F 7 <br /> i a CL U-4'LEAN CLAY,dark brown,stiff,low moisture 4 12 <br /> 2.0 5 <br /> y 10 27 16.3 105.2 <br /> 0 4.0 14 <br /> i Y 28 <br /> 14 +50 <br /> � 4'-10'LEAN CLAY,medium brown,very stiff to SS 21 <br /> s bard,moderately moist,fine sand 30 <br /> v <br /> is <br /> c 14 38 23.2 103.0 <br /> a 9 25 <br /> " 34 <br /> a <br /> SO <br /> y 0. <br /> SM 10.5'-15' SILTY SAND,yellowish brown,medium <br /> c <br /> in dense,low moisture 8 25 31.4 <br /> 0 14 2 <br /> C 13 <br /> 9 <br /> 0 <br /> r 1 <br /> " ss <br /> iv ML 15'-32'SANDY SILT,yellowishbrown,medium <br /> a dense to dense,moist <br /> c <br /> —ea 23 24 96.1 <br /> iCL I T-22 5'LEAN CLAY,yellowish brown,very stiff, 23 <br /> E Yard <br /> > 20 <br /> c <br /> 0 <br /> i " <br /> C <br /> 22. 14 48 21.5 <br /> CL-ML 5,_27 5' SILTY CLAY WITH SAND,yellowish 24 24 <br /> C 24 <br /> i G brown,moist,hard <br /> E 2s <br /> `o <br /> `e <br /> " <br /> i -------------------27. 23 45 21.7 102.7 <br /> CL 27.5-32'LEAN CLAY,yellowish brown,very stiff, 2s w <br /> moist,hard <br /> i 30 <br /> 32'-34'LEAN CLAY,dark brown,very moist, 10 27 <br /> i slightly moist 34 13 <br /> 4 <br /> Boring terminated at 34 ft. <br /> 3s <br /> 1 <br /> iBoring backfilled with soil cuttings on 11/18105 <br /> i PAGE 1 of 1 <br />