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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryvil#e CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> .CLIENT NAME SheH oil Products US BORINGIWELL NAME MW-5 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 13-Deo-05 <br /> LOCATION 4315 Waterloo Road Stockton CA DRILLING COMPLETED 13-Dec-05 <br /> Continued from Previous Page <br /> U F <br /> F- <br /> o a r n IL o LITHOLOGIC DESCRIPTION a WELL DIAGRAM <br /> on 0 2 w o <br /> CL U � 0 ❑W <br /> t1 35 Poorly Graded SAND with Gravel, (SP) Dark gray, 350 <br /> 1 4 1s Mw s as medium dense dry 85%medium to coarse sand, 15% <br /> fine ravel <br /> SILT(ML), Brown,very stiff,dry 100%silt no plasticity <br /> 1a <br /> 0 ;$ <br /> 40— SILT(ML), Brown,very stiff,dry, 5%clay 95%silt, no <br /> plasticity <br /> ML <br /> B <br /> 0 11 45 <br /> 17 <br /> i <br /> I <br /> 11 <br /> 0 23 MW 5 50 50 SILT(ML), Brown hard dry 5%clay, 90%silt, 5%fine <br /> sand no plasticity <br /> --- ---------- --- 525 <br /> � 11 <br /> 2s 55 SM <br /> 0 Silty SAND(SM), Grayish brown dense dry 40%silt, <br /> 60%fine sand <br /> 575 Bentonite Seal <br /> w <br /> 0 <br /> a' <br /> C7 <br /> 9 <br /> 1860 <br /> �2 SILT(ML) Grayish brown, hard dry 5%clay 85%silt, <br /> S 10%fine sand no plasticity <br /> 0 <br /> it M L <br /> Uj <br /> Nj 11 <br /> 0 0 1 2a Mws ss 65— SILT(ML), Brown hard dry 95% silt 5%medium sand <br /> L� no plasticity <br /> o Monterey <br /> 67 5 Sand#2112 <br /> ------------------------- <br /> 4"-dram, <br /> 0 010"Slotted <br /> Schedule 40 <br /> 7 PVC <br /> ss 70 SM <br /> 12 Silty SAND (SM), Light grayish brown medium dense <br /> on inue ext age <br /> PAGE 2 OF 3 <br />