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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 /> 0 CLIENT NAME Shell Oil Products US BORINGIWELL NAME SB-12 <br /> JOBISITE 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 Surveyed <br /> DRILLING METHOD Hollow-stem auger _ TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 8-inch SCREENED INTERVALS NA <br /> LOGGED BY Stu Dalie DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY Aubrey Cool PG 7659 DEPTH TO WATER(Static) NA <br /> REMARKS Hand Auger Clearance to 5 fb <br /> Q V ~ <br /> CL p z a U a p LITHOLOGIC DESCRIPTION = WELL DIAGRAM ; <br /> p m� 2 X �-- �J pa <br /> R c) ¢ w Cry c3 w0 <br /> ASPHALT 05 <br /> GW Well Graded GRAVEL(GW) Gray, loose dry, 5%clay, 15 I <br /> 5%silt 90%fine ravel <br /> CLAY(CL), Black stiff, dry 75%clay 25%silt, medium ` <br /> CL plasticity <br /> 40 <br /> 3 <br /> 115 e ss,z s 5 SILT with Sand (ML) Brown, stiff dry, 5%clay 80%silt 4 <br /> 15%fine sand no plasticity <br /> e <br /> t <br /> i8 ++ 5812 7 ML <br /> 2 <br /> 11 10 0 <br /> 0 12 sa 12 10 10 Silty SAND (SM), Brown dense dry 25%silt 75%fine <br /> 18 SM sand } <br /> I <br /> 14 <br /> 125 <br /> 0 1� ---- ---- <br /> z+ — ------------------- <br /> i <br /> 12 1 <br /> 255 18 25 FIR 12 15 15 ML SILT(ML) Light yellow hard,dry 100%silt no <br /> plasticity <br /> , <br /> --- — --------- - -------------- 175 <br /> I <br /> Q I <br /> 0 <br /> 2 131 70 20 Poorly Graded SAND(SP) Brown medium dense,dry <br /> 0 +' 1001/6 medium sand <br /> C <br /> zz <br /> o i <br /> 0 <br /> o � <br /> J � <br /> LU <br /> 124 10 sa 12 25 25 SP Poorly Graded SAND(SP) Brown medium dense dry, <br /> 3 1B 5%silt 95%medium sand <br /> M I <br /> Q <br /> z <br /> 0 <br /> U I S <br /> �rB <br /> 30 10 30 Poorly Graded SAND(SP) Gray medium dense dry Portland Type <br /> a 2 100%medium sand 1/1I f <br /> c2 I I <br /> o 325 <br /> W <br /> on roue ex age <br /> PAGE f OF 2 <br />