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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 BORINGNIIELL NAME MW-3 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 02-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 02-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) 01-Dec-99(73 gal) <br /> DRILLER Gregg Drilling _ GROUND SURFACE ELEVATION 54 35 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 53 87 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 43 to 58 ft bgs <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 48 0 ft(02-Nov-99) <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 47 4 ft(07-De -99)__ 1 <br /> REMARKS <br /> �: i1j H 0 C7Q <br /> m <br /> O � X uj O LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM <br /> o. L) �� U OLatJ <br /> n <br /> ASPHALT 0 3 <br /> SILT,(ML),dark brown(7 5YR 3!3) damp 5%clay, <br /> 65%silt,30%fine sand no plassticity <br /> 0 2 MW-3- 5 @ 5'-medium stiff <br /> 3 55, <br /> ML <br /> 0 s MW-3- 10 @ 10'-dark yellowish brown (10YR 4!4), stiff 20%clay <br /> e 10 5' 60%silt,20%fine sand medium plasticity <br /> 1 1 a MW-3- 15 155 <br /> 70 15 5' Silty SAND, (SM) dark yellowish brown(10YR 414), <br /> SM medium dense,damp 5%clay 25%silt, 70%fine to <br /> coarse sand <br /> 180 <br /> v <br /> 10 20 Portland Type <br /> c� <br /> 33 17 MW-3- SAND, (SP) olive brown(2 5Y 414) damp,dense 5% ILII <br /> 19 20 5' silt 95%fine to medium sand <br /> LL 4"dram, <br /> Lu Schedule 40 <br /> a' <br /> SP PVC <br /> c� <br /> 25 ;; MW-3- 25 @ 25'-medium dense <br /> w 17 25 5' <br /> 'o <br /> W <br /> P 280 <br /> Z <br /> c� <br /> 110 12 MW-3- 30 SILT, (ML) olive gray(5Y 512) very stiff, damp 10% <br /> t° 3051 clay,85%silt, 5%fine sand, no plasticity <br /> 0 <br /> o. <br /> o � <br /> ML Jill L <br /> 35 <br /> Continued Next Page RAGE 1 OF 2 <br />