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Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perrins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707)935-6649 <br /> OCILIENTNAME Equiva Services LLC BORINGNVELL NAME SB-4 <br /> JOBISITE 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 i TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 6" SCREENER INTERVAL NA <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 58 5 It(11-Feb-O0). <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> i <br /> .n <br /> CL 8 O Z Cl--' w a-0 0 a 0 LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> a djOU Q w �� Z~ <br /> O <br /> 0 O V Lail <br /> O <br /> Asphalt 03 <br /> SILT,(ML),yellowish brawn(10YR 514) moist 5%clay <br /> 70%silt 25%fine sand, no plasticity <br /> 0 35 SE"-5 5 5 ML @ 5'-dark yellowish brown(10YR 4!4) hard, 10%clay, <br /> 24 70%sift 20%fine sand <br /> 0 11.1 SB-4- to- 10'-ve strffi 105 <br /> 19 105 Silty SAND,(SM),light olive brown(2 5Y 514) medium 11 0 <br /> dense moist 20%sk 80%fine sand <br /> SILT (ML),light olive brown(2 5Y 5!4),very stiff moist, <br /> 10%clay 80%silt, 10%fine sand,no plasticity <br /> 0 le SB-4- 15 <br /> 1e <br /> 155 <br /> S <br /> a <br /> 0 0 14 SB-4- 20— @ 20'-strong brown(7 5YR 416), hard, 10%clay,60% <br /> 1S <br /> 205 silt,30%fine to coarse sand <br /> a <br /> LU <br /> a ML <br /> 0 <br /> Q <br /> 0 50 SB-4- 25 @ 25'-dark yellowish brown(10YR 414), 10%clay, 75% <br /> w 255 sift, 10%fine to coarse sand,5%coarse gravel <br /> 'o <br /> Ct <br /> z <br /> Er <br /> 0 0 p SB-4- 30 @ 30'-light olive brown(2 5Y 513),20%clay,60%silt, Portland Type <br /> 0 31 305 10%fine sand, 10%coarse gravel,low plasticity Illi <br /> a <br /> t� <br /> 0 <br /> J <br /> 35 <br /> Continued Next Page PAGE 1 OF 2 <br /> I <br />