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HPDR® Drilling Log Location Sketc16h <br /> TECHN= MENTAL Boring # B-3 ' <br /> LNOGIES, INC /\ <br /> 2334 Manner Square Drive,Suite 2 J = <br /> Alameda California 94501 Page 1 of 2 <br /> ' CLIENT <br /> Central California Traction Company <br /> SITE <br /> 1645 Cherokee Lane Stockton CA 95205 <br /> DRILLING DATE DRILLING COMPANY <br /> ' <br /> July 13 2000 Trans lobal Environmental Geochemistry <br /> INSPECTOR DRILLER WELL MATERIALS SLOT SIZE SAND PACK <br /> Lori Duncan Jason Flinders PVC 001 <br /> LOGGED BY DRILLING METHOD BOREHOLE DIAMETER WATER LEVEL <br /> GROUNDWATER MEASUREMENT <br /> ' William E Motzer R G Strat robe 2„ ENCOUNTERED AT FROM <br /> FIELD SCREENING =RILLI1,1G EQUIPMENT REFUSAL --43' Ground Surface <br /> NIA no <br /> N C <br />' C <br /> J <br /> c n d 2 rn <br /> n ID o Sample Description <br /> O a EL'CL 0 C7 <br />' 0 <br />' 3 <br /> ML Brown (7 5 YR 513), sandy silt, dry, stiff to loose <br /> 6 900% <br /> g 1350 <br /> 60°/D ML Strong brown (7 5 YR 518), sandy silt, stiff, dry <br />' 12 <br /> cccccc <br /> 15 ° ������ SM Dark yellowish brown (10 YR 416), silty fine sand, dry, loose <br /> 1005 55/° ������ <br /> cccccc <br /> 18 <br /> 1 lazo 50% ��c��� SM Brown (7 5 YR 4/4), silty sand, dry, loose <br /> 21 <br />' 24 1445 <br /> 100% ML Light olive brown (2 5 YR 513), sandy silt, stiff, dry <br />' <br /> E- <br /> 27- <br /> 30 <br /> 15Q0 100% ML Yellowish brown (10 YR 514), sandy silt, stiff, dry <br />' 33 <br /> Comments <br /> Submitted soil and grab ground water samples for TPH as gas, TPH as diesel, and five fuel <br /> oxygenates analysis <br />