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1 <br /> HYDR® Drilling Log Location Sketch <br /> ENVIRNMENTAL Boring # B-2 ' <br /> TECHNOLOGIES, INC z <br /> 2394 Mariner Square Drive Suite 2 Pae 1 of 2 <br /> Alameda California 94501 g a=� <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 GROUND WATER WATER LEVEL <br /> ' Cynthia P Avakian Strat robe 2" ENCOUNTERED AT MEQ FROM ENT <br /> FIELD SCREENING ORILLING EQUIPMENT <br /> REFUSAL ^-39 Ground Surface <br /> NIA SP-1 no <br /> � C <br /> E g O <br /> L E <br /> C CLCL E <br /> ❑ oU) Sample Description <br /> ❑ c`9 [L 2 � <br />' 0- <br /> 3- <br /> 6 36 <br /> 9- <br /> 0745 "`°" Dark yellowish brown 10 YR 4/4 silt fine sand d firm <br /> 95% cccccccc SM Y ( ) Y rY <br /> CCcccc <br /> cccccc <br /> 12 <br /> 1 <br /> ccCccc <br /> 1 oe�o 50% ««�� SM Dark yellowish brown (10 YR 4/4), silty fine sand, dry, loose <br />' cccccc <br /> 1$ <br /> oszo 50% SM Dark grayish brown 10 YR 4/2 silt sand, d loose <br /> ccce g Y ( ) Y dry, <br /> 21 cccccc <br />' 24 <br /> 084090% ML Dark yellowish brown (10 YR 416), sandy silt,firm,dry <br />' 27 <br />' 30 0904 90% tE <br /> ML Dark yellowish brown (10 YR 3/4), sandy silt,firm,dry, caliche at 30 5' <br />' 33 <br /> Comments <br /> Submitted sod and grab ground water samples for TPN as gas,TPH as diesel, and five fuel <br /> oxygenates analysis <br /> r <br />