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Cambria Environmental Technology, Inc BORINGMELL LOG <br /> 5900 Holies Street, Suite A <br /> Emeryville, CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Shell Oil Products US BORINGlWELL NAME SB-15 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 12-Dec-05 <br /> LOCATION 4315 Waterloo Road Stockton CA DRILLING COMPLETED 12-Dec-05 <br /> PROJECT NUMBER 248-1359-006 WELL DEVELOPMENT DATE(YIELD NA <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION Not Surve ed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 8-inch SCREENED INTERVALS NA <br /> LOGGED BY Stu Dahe DEPTH TO WATER(First Encountered) NA Q <br /> REVIEWED BY Aubre Coo! PG 7659 DEPTH TO WATER(Static) NA = <br /> REMARKS Hand Auger Clearance to 5 fb <br /> E �~ uJ Z �"' _ �y- WELL DIAGRAM I <br /> CL <br /> mO X o IR 0 <p LITHOLOGIC DESCRIPTION OO p <br /> a w 0 c�c� <br /> ASPHALT —05 <br /> { W Well Graded GRAVEL(GW) Gray dense, dry 5%silt 1 0 <br /> 5%medium sand 90%coarse ravel <br /> SILT(ML) Black very stiff dry, 15%clay,85%silt, low <br /> plasticity <br /> a ` <br /> 0 11 S6 15 5 5 9 <br /> SILT with Sand (ML) Dark gray very stiff dry 85%silt <br /> 15%fine sand no plasticity <br /> s <br /> 0 5 SB 15 7 <br /> 9 <br /> �IY <br /> � ML <br /> 0 ,0 s 10 SILT(ML) Brown very stiff dry 100%silt noplasticplasticity Portland Type <br /> 1111 <br /> i <br /> 4 <br /> 0 6 S8 15 12 <br /> 12 <br /> g 15 <br /> 0 1z <br /> 12 <br /> 175 <br /> 5P Poorly Graded SAND(SP) Brown medium dense,dry <br /> e 20 100%medium sand <br /> 7 SB 15 20 21 0 <br /> s ----------- Bottom of <br /> ——— Boring @ 21 <br /> 13 <br /> fbg <br /> w I <br /> LL <br /> W <br /> a <br /> 0 <br /> rn <br /> T <br /> G <br /> LLJ <br /> z � <br /> c° <br /> i <br /> Y <br /> o� <br /> i <br /> pI <br /> J <br /> yJ <br /> 3 <br /> PAGE 1 OF f <br />