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Conestoga-Rovers&Associates BORING/WELL LOG <br /> 19449 Riverside Drive, Suite 230 <br /> Sonoma, CA 95476 <br /> Telephone: 707-935-4850 <br /> f- Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORING/WELL NAME V-5 <br /> JOB/SITE NAME Shell Stockton Terminal DRILLING STARTED 05-Dec-07 <br /> LOCATION 3515 Navy Drive,Stockton,California DRILLING COMPLETED 05-Dec-07 <br /> PROJECT NUMBER 241729 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Test America Drilling Corp. GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Airknife TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 5" SCREENED INTERVAL 5.7 to 5.9 fbg: 8.7 to 8.9 fbg <br /> LOGGED BY S.Lewis DEPTH TO WATER(First Encountered) NA S <br /> REVIEWED BY J.Gaarder DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> ti 0 ~ <br /> g O j a �Fxc a y o-p SOIL DESCRIPTION Z? WELL DIAGRAM <br /> il <br /> E: ro00 Q W ❑ ❑ 0 UW <br /> rn ❑ <br /> GRAVEL(GW); very dark grayish brown(2.5Y 3/2); <br /> Gyy •�� dry; 100%fine to coarse gravel. <br /> @ 0.5'-GRAVEL with Sand(on very dads grayish <br /> brown(2.5Y 3/2);dry;20%fine to coarse sand,80%fine 1.0 1/4"Tub diam.,TeFlo <br /> 54.0 V-5-1' to coarse ravel. Tubing <br /> SAND with Silt(SW-SMF. very dark grayish brown <br /> SP-SM (2.5Y 3/2);dry; 10%silt,90%fine to medium sand. <br /> 2.5 <br /> SAND(SPI;dark greenish gray(5GY 4/1);moist; 100% <br /> fine to medium sand. <br /> SP Bentonite Slurry <br /> with Pellet Base <br /> 4.5 <br /> SP-SM SAND with Silt(SW-SMI dark greenish gray(5GY 4/1); <br /> d to moist 10%silt 90%fine to medium sand. 5.0 <br /> 0 35.2 V-5-5' S SILT(ML);dark greenish gray(5GY 4/1);moist to wet; <br /> 20%clay,70%silt, 10%fine to coarse sand;low to #2112 Sand <br /> F medium plasticity. 3"length <br /> Stainless Steel <br /> Li Screen <br /> LL <br /> O <br /> ML <br /> 'a Bentonite Slurry <br /> � with Pellet Base <br /> N <br /> n_ <br /> 259 @ 8'-20%clay,80%silt. <br /> #2/12 Sand <br /> 2 3"length <br /> 0 9.1 Stainless Steel <br /> Screen <br /> Bottom of <br /> 10 Boring @ 9.1 ft <br /> 0 <br /> rd <br /> 0 <br /> N <br /> J <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> W6 <br /> F <br /> N <br /> W <br /> 2 <br /> O <br /> J <br /> J <br /> 15 <br /> PAGE 1 OF 1 <br />