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s1 Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935 6649 <br /> CLIENT NAME Equiva Services LLC BORINGIWELL NAME SB-4 <br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 11-Feb-00 <br /> LOCATION 420 W Kettleman Lane, Lodi DRILLING COMPLETED 11-Feb-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 6" SCREENED INTERVAL NA <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 58 5 ft(11-Feb-00) <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> C <br /> � <br /> CL LU Q O� a Ul <br /> w ( a O LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> a °°Q ¢ w Oa <br /> to U W <br /> As haft 0 3 <br /> SILT, (ML),yellowish brown(10YR 514) moist 5%clay, <br /> 70%silt 25%fine sand no plasticity <br /> 0 35 SB-4-5 5 5 ML @ 5'-dark yellowish brown(10YR 414) hard 10%clay <br /> 24 70%silt 20%fine sand <br /> 0 10 SB-4- 10 10'-verystiff 10 5 <br /> 19 105 - Silty SAND,(SM),light olive brown(2 5Y 514), medium 110 <br /> dense moist 20%silt 80%fine sand <br /> SILT (ML) light olive brown(2 5Y 514) very stiff moist <br /> 10%clay 80%silt 10%fine sand no plasticity <br /> 0 15 SB-4- 15 <br /> 18 <br /> 155 <br /> 0 <br /> s <br /> 0 ;i SB-4- 20 @ 20 -strong brown(7 5YR 416), hard, 10%clay, 60% <br /> 18 205 silt,30%fine to coarse sand <br /> a <br /> w <br /> ❑ <br /> a ML <br /> 0 <br /> Q <br /> M <br /> r 0 350 SB-4- 25— @ 25'-dark yellowish brown (10YR 414) 10%clay,75% <br /> w <br /> 255 silt 10%fine to coarse sand 5%coarse gravel <br /> a <br /> gs <br /> F <br /> z <br /> c? <br /> r <br /> 0 12 30 @ 30'-light olive brown(2 5Y 513),20%clay, 60%silt, Portland Type <br /> 0 SB-4- <br /> 31 305 10%fine sand 10%coarse gravel low plasticity till <br /> U <br /> 0 <br /> 0 <br /> J <br /> LU <br /> J <br /> 35 <br /> Continued Next Page PAGE i OF 2 <br />