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Cambria Environmentalanology, inc 0 BORINGMELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME SB-7 <br /> JOBIISITE NAME Former Shell Station DRILLING STARTED 15-Jun-04 <br /> LOCATION 2575 Country Club Boulevard Stockton California DRILLING COMPLETED 15-Jun-04 <br /> PROJECT NUMBER 0783 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hydraulic push TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 2" SCREENED INTERVAL NA <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 11 5 ft 15-Jun-04 <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) NA = <br /> REMARKS <br /> U ~ <br /> F- <br /> CL p z -i w a m U a LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> o im a. ~ w� �J Oa <br /> CL in 0U < u� o� C7 �d <br /> GP ASPHALT "'-03 <br /> Sandy GRA (GP),light olive brown(2 5Y 5/4),dry 10 <br /> S moist A fine to coarse sand 60%fine ravel <br /> SAND(SPS ,light olive brown(2 5Y 5/4),dry to moist, <br /> 100%fine to medium sand <br /> 0 <br /> 0 SS-7-5 5 @ 5'-dark greenish gray(5GY 4/1) <br /> 5P <br /> @ T-moist <br /> Portland Type <br /> 86 58-7-10 10 110 I/ll <br /> Sandy GRAVEL G_VV),dark greenish gray(5GY 4/1), _ <br /> •r� wet,30%fine to coarse sand,70%fine to coarse gravel <br /> 606 <br /> GW 40 <br /> •'. <br /> 15 �� <br /> 160 <br /> 13 SB-7-16 SAND SP ,dark greemshg gray(5GY 4/1),wet, 100% <br /> fine sand <br /> 5P <br /> 20 20 0 Bottom of <br /> Boring @ 20 ft <br /> ti <br /> c� <br /> Uj <br /> M <br /> LL <br /> a <br /> t7 <br /> m <br /> C7 <br /> i <br /> a <br /> U' <br /> P <br /> a <br /> PAGE ? OF } <br />