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PROJECT No. 97-736-01-01 <br /> BORING No. 564 <br /> LOGGED BY T. LUTTERMAN <br /> PROJECT NAME: EGGIMAN, ANDREW and EDITH TRUST <br /> BORING LOCATION: 1112 E. HARDING WAY, STOCKTON, CA. SURFACE ELEV: <br /> DRILLER: DAVID A. FISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> _ cn <br /> SAMPLE BLOW r> <br /> v COUNT REC a WC Ou w SOIL DESCRIPTION o <br /> _ a IN <br /> o r CL w <br /> w No. TYPE INTERVAL 0" 8' 2" (in) L) � {%} (tsf) a o AND REMARKSCL <br /> FROM TO 6' 12' 18' D <br /> 0 ° <br /> 0 ASPHALT - 2 inches <br /> O O <br /> O <br /> O ° <br /> O <br /> SILTY SAND, -60% fine sand, -40% <br /> 4.0 6.0 18 °°° fines, moderate yellow brown, none to <br /> 5 0 o moderate product odor, dry, weak <br /> °0 0 cementation. <br /> O <br /> ° <br /> Pro=5.O ppm <br /> 0 0 <br /> Mo 0 <br /> 9.0 11.0 240% <br /> 10 0°0 PID=150 ppm <br /> 0 <br /> o <br /> 0 <br /> ° SILT WITH SAND, <30% fine--medium <br /> poorly graded sand, >7C% fines, low <br /> • 1 S 14.0 16.0 1$ dry strength, no plasticity, moderate <br /> 15 yellow brown, strong product odor at <br /> 15' and odor at 20' <br /> PI13=1500 ppm <br /> 2 S 19.0 21,0 18 ML <br /> 20 PID=2.0 ppm <br /> 21 GeoProbe refusal at 21 feet. <br /> Bottom of boring at 21 feet. <br /> Notes: <br /> 25 I. Sample numbers identified as: <br /> I - ET-SE14-15.0' <br /> 2 - ET-SB4-20.0' <br /> S - SOIL <br /> Soil boring backfilled to surface with <br /> 30 neat cement grout. <br /> 35- <br /> 40 <br /> Page I of I <br />