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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 Egutva Seances LLC BORINGIWELL 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 qaQ <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-Dec-99 1 <br /> REMARKS <br /> to <br /> O U <br /> H <br /> O z a w a 0.0 <br /> LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM <br /> Lu U)m0 Q o OVA <br /> Wo <br /> ASPHALT 03 <br /> SILT,(ML),dark brown(7 5YR 313),damp,5%clay, <br /> 65%silt,30%fine sand, no plassticdy <br /> 0 2 MW-3- 5 @ 5'-medium stiff <br /> i 55, <br /> ML <br /> 0 a MW-3- 10- @ 10'-dark yellowish brown(10YR 4/4),stiff,20%clay, <br /> 105, 60%silt,20%fine sand,medium plasticity <br /> e 15 15 5 <br /> 1 1 +o h15 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 /> M <br /> 0 10 20 Portland Type <br /> a <br /> 33 r MW-3- SANG (SP),olive brown(2 5Y 414),damp,dense,6% <br /> ILII <br /> 19 205' silt,95%fine to medium sand <br /> a 4"diam, <br /> w Schedule 40 <br /> 0. <br /> SP PVC <br /> 25 i; MW-3- 25 @ 25'-medium dense <br /> 'r 25 5' <br /> 0 <br /> 280 <br /> 0 110 12 MW-3- 30 SILT.(ML),olive gray(5Y 512),very stiff,damp, 10% <br /> �e 30 5' clay,85%silt,5%fine sand,no plasticity <br /> c <br /> a <br /> c� <br /> 0 <br /> ML <br /> 35 <br /> Contrnued Next Page PAGE 1 OF 2 <br />