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HYDRS Drilling Log Location Sketch <br /> ENVIRONMENTAL Boring # B-5 ' <br /> TECHNOLOGIES, INC. Well Number MW-3 <br /> 2394 Mariner Square Drive,Suite 2 <br /> Alameda California 94501 <br /> Page 1 of 2 <br />' CLIENT <br /> Central California Traction Cam an 15'SITE <br /> 1645 Cherokee Lane Stockton CA 95205 <br /> DRILLING DATE DRILLING COMPANY <br /> Jul 13-4/Aug 29 2000 Trans lobal Environmental Geochemistry <br /> INSPECTOR DRILLER WELL MATERIALS SLOT SIZE SAND PACK <br /> Lori Duncan Jason Flinders PVC 001 2116 <br /> LOGGED BY DRILLING METHOD BOREHOLE DIAMETER WATER LEVEL <br /> GROUND WATER <br /> �� ENCOUNTERED AT MEASUREMENT <br />' <br /> Cynthia P Avakian Strat robe 2 FROM <br /> FIELDS CREENINGDRILLINGEQUIPMENT REFUSAL x"39' Ground Surface <br /> NIA SP-1 no <br /> a� C: CD <br /> E Q 0 <br />' t E <br /> 6T i U <br /> Cn <br /> ri o a atj Sample Description <br />' 0 - <br /> 3- <br /> 6 - <br /> 9- <br /> 1740 3691740 750/D ML Dark yellowish brown (10 YR 413), sandy silt, firm, dry <br /> 12 <br /> 1 <br /> cccccc <br /> 4750 cccccc <br /> 15 60% cccccc SM Dark yellowish brown (10 YR 413),very fine silty sand, loose, dry, caliche <br />' °""° layer at 15 5' <br /> 18 <br />' laoo B5% ML Dark yellowish brown (10 YR 413)to dark grayish brown (10 YR 412)very <br /> 21 fine sandy silt, firm,dry <br />' 24 <br /> 1815 90% ML Very dark grayish brown (10 YR 312)to dark yellowish brown (10 YR 314) <br /> sandy silt, dry firm, caliche layer at 24 5' <br /> 27 <br />' 30 - 1625 90% ML Dark yellowish brown (10 YR 314), sandy silt, dry,firm, somewhat plastic <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 /> Submitted ground water samples for TPH as gas, TPH as diesel, 1,2-DCA, EDB, and five fuel <br /> oxygenates analysis <br /> 1 <br />