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PROJECT No. 97-736-01-01 <br /> . BORING No. SDI <br /> LOGGED BY T. LUTTERMAN <br /> PROJECT NAME E(3GIMAN. ANDREW and EDITH TRUST <br /> 30RING LOCATION: 1112 F. HARDING WAY, STOCKTON, CA. SURFACE ELEV: <br /> DRILLER: DAVID A, FISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> SAMPLE BLOW <br /> COUNT REC J o WC Qu SOIL DESCRIPTION o <br /> ucL- o <br /> a (in}No. TYPE INTERVAL 4' 6' 12" co CLL <br /> wo <br /> LU � f%]( tsf) AND REMARKS <br /> O FROM TO 6' 12" 18' <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> o 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 4,0 6.0 18 000 SILTY SAND, --60% fine sand, -40% <br /> 5 °o° fines, moderate yellow brown, slight to <br /> 000 strong product odor, no organics. <br /> 00C PID=10 ppm <br /> 0 0 <br /> 0 <br /> SM o 0 <br /> 9.0 11.0 24 0°o <br /> 10 0°0 PID=673 ppm <br /> 0 <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 0 0 <br /> 0 <br /> 1 S 14.0 16.0 18 0 0 <br /> 15 °a p° PID=>1,000 ppm <br /> o ° <br /> 0 <br /> 0 <br /> 19.0 21.0 18 SILT WITH SAND, <3C% fine poorly <br /> 20 graded sand, >70% fines, none to low <br /> dry strength, low toughness, no <br /> plasticity, moderate yellow brown, slight <br /> product odor. <br /> ML PID=338 ppm <br /> 24.0 26.0 18 <br /> 25 PTD=50 ppm <br /> 2 S 29.0 31.0 i8 <br /> 30 PID=10 ppm <br /> 31 <br /> Bottom of boring at 31.0 feet. <br /> Notes: <br /> I. Sample numbers identified as: <br /> 35 1 - ET-SBI-15.0' <br /> 2 - ET-SBI-30.0' <br /> S - SOIL <br /> 2. Soil boring backfiiled to surface <br /> with neat cement grout. <br /> 40 <br /> Page I of 1 <br />