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raring Log <br /> PROJECT No. 95-122-1-3 <br /> SWFH T-FC-1 : ! : _--o;a ior; BORING No. S32 <br /> LOGGED BY 1W. MADISON <br /> PROJECT NAME: GLOVER PROPERTY <br /> , 1 <br /> BORING LOCATION: 7675 W. 11TH STREET TRACY CALIFORNIA SURFACE ELEV: <br /> DRILLER: VIRONEX: CHUCK DATE STARTED: 9/24/96 DATE FINISHED: 9/24/96 <br /> cn <br /> SAMPLE BLOW 07 <br /> COUNT REG a — c� WC Qu w T7 SOIL DESCRIPTION o <br /> z n o r <br /> INiLLI <br /> I w No.TYPE INTERVAL 0" 6' 2" (in) c W (tsf) a o AND REMARKS <br /> a Cn <br /> FROM TO 6 12" 18' D <br /> 0.0 4.0 Asphalt - 2 inches <br /> SILTY CLAY, 100% fines, dark <br /> yellowish brown (IOYR4/2), moist, low to <br /> medium plasticity. <br /> 4.5 5.5 CL OVM-94 ppm <br /> 2 <br /> 3 7.0 8.0 CoW change to olive gray (5Y4/1), <br /> _.: 4 8.0 9.0 8 medium plasticity. OVM=830 ppm <br /> 5 SANDY CLAY, approx 70% fines, <br /> 10 6 CL approx 3C%.fine to medium poorly <br /> graded sand, light olive brown (5Y5/6), <br /> wet. OVM=384 ppm <br /> 12 <br /> Bottom of Boring at 12 feet. <br /> Nates: <br /> 15 L 830 ppm on PID attatched to vapor <br /> line open at 7 feet bgs. <br /> 2. Depth to product/Depth to water <br /> 7.5 feet in boring. <br /> 20 3. Floating product in boring during <br /> ... groundwater sample collection. <br /> 4. No groundwater parameter <br /> measured due to floating product. <br /> 5. Sample Numbers identified as: <br /> 25 1 - SB2 5 <br /> 2 - SB25.5 <br /> 3 - S32-V-7 <br /> {--=-} 4 - SB2 GW <br /> 5 - S62 8.5 <br /> 5 - SB2 9 <br /> 30- <br /> 35— <br /> J <br /> 035J 40 <br /> Page I cf I <br /> .t <br />