Laserfiche WebLink
� Boren <br /> �. . 9 Log <br /> Sr"H PRCJECT No. 95-122-1-3 <br /> _"VIRONW-n t=cHNa:oc! ,ari9r; B C R I N G No. <br /> S B 2 <br /> LOGGED BY W. MADISON <br /> PROJECT NAME: GLOVER PROPERTY <br /> BORING LOCATION: 7675 W. LITH STREET TRACY CALIFORNIA SURFACE ELEV: <br /> DRILLER: VIRONEX: CHUCK DATE STARTED: 9/24/96 DATE FINISHED: 9/24/96 <br /> SAMPLE BLOW <br /> = COUNT REC _ LD WC pu w SOIL DESCRIPTION <br /> CD <br /> va o r ry <br /> � L 0" 6No. TYPE INTERVAL 12" w <br /> w fin} c"� (%1 (tsf} o AND REMARKS <br /> LD <br /> FROM TO 6" 12" 18" <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 /> 5 CL 4.5 5.5 OVM=94 ppm <br /> 3 7.0 8.0 Color 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 30% fine to medium poorly <br /> graded sand, light olive brown (5Y5/6), <br /> wet. OVM=384 ppm <br /> k 12 <br /> Bottom of Boring at 12 feet. <br /> *` Notes: <br /> y 15 <br /> 1. 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 baring, <br /> f 20 3. Floating product in boring during <br /> Lgroundwater sample coNection. <br /> 4. No groundwater parameter <br /> C <br /> measured due to floating product. <br /> 25 5, Sample Numbers identified as: <br /> 1 - SB25 <br /> 2 - SB2 5.5 <br /> 3 - SB2-V-7 <br /> 4 - S82 GW <br /> 5 - S82 8.5 <br /> 6 - SB29 <br /> 30— <br /> L <br /> 35- <br /> 8'e <br /> 5age 1 of 1 <br />