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Cambria Environmenial Technology, Inc BORINGIIIVELL LOG <br /> 270 Perkins Sireet <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Equiva Services LLC _ BORINGIWELL NAME MW-6 <br /> OJOBISITE NAME Shell-branded(Independent)Service Station DRILLING STARTED 09-Nov-00 <br /> LOCATION 420 W Kettleman Lane Lodi DRILLING COMPLETED 09-Nov-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) 27-Nov-00(35 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 43 03 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 42 54 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 45 to 65 ft bgs _ <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 57 5 ft 09-Nov-00 Q <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 57 1 ft(30-Nov-00) 1 <br /> REMARKS <br /> CL z o m 0 1L X w O LITHOLOGIC DESCRIPTION z Y WELL DIAGRAM <br /> Q U < W �� C7 L)0. <br /> W <br /> D <br /> ASPHALT 03 <br /> ML SILT, (ML) dark yellowish brown(10YR 414) moist <br /> 90%silt, 10%fine sand <br /> - - 7� 30 <br /> Silty SAND, (SM) yellowish brown(10YR 516) moist <br /> SM 30%silt 70%fine sand 50 <br /> 08 it MW-6-6 5 SAND,(SP) dark brown(10YR 313),medium dense, 55 <br /> 20 moist to wet,5%silt 95%fine sand <br /> SILT, (ML),yellowish brown(10YR 516) very stiff <br /> moist 90%silt 10%medium sand <br /> 04 36 MW-6-9 @ 8 5'-pale yellow(2 5Y 812) hard 95%silt 5%fine <br /> ip sand <br /> 08 22 MW-6- ML <br /> 3° 14' 15 <br /> 0 4 34 MW-6 @ 18 5 -dark yellowish brown(10YR 414),90%silt, 10% <br /> 50.5 19, fine sand <br /> 20- <br /> 215 <br /> 0215 Portland Type <br /> III l <br /> 13 26 MW-6- Silly SAND, (SM) dark yellowish brown(10YR 416) <br /> 30 24' 25 very dense,moist 30%sift,70%fine sand <br /> s- <br /> ca <br /> SM <br /> J <br /> LL <br /> 0 13 43 MW-6- <br /> a `0 29' 30 <br /> c� <br /> 315 <br /> V <br /> B 18 43 MW-0 SAND,(SP),yellowish brown(10YR 516),very dense <br /> SU 3 34' 35 moist, 5%silt 95%fine sand <br /> z <br /> a SP <br /> 0 1 8 is MW 6- @ 38 5'-dense <br /> 25 39' 40 <br /> a <br /> c2 <br /> Bentonite Seal <br /> 0 f4 <br /> w 3 3 45 SILT (ML),dark yellowish brown(10YR 4/6) hard, 44 0 Monterey <br /> Continued Next Page PAGE r of 2 <br />