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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 /> NAME Equiva Services LLC BORINGIWELL NAME MW-1*CLIENT <br /> JOBlSITE 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-Deo-99(69 gal <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 54 87 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 54 55 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 43 to 58 ft b s <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) ^49 0 ft(02-Nov-99) <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 47 9 ft 07-Dec-99 1 <br /> REMARKS <br /> N <br /> CL L11 Z <br /> OZ f w a a U i1 0 LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> a mU ¢ 0 �J oa <br /> U Uuj <br /> O <br /> ASPHALT 0 3 <br /> SILT,(ML) dark brown(7 SYR 313),damp, 5%clay, <br /> 65%sift,30%fine sand,no plasticity <br /> 0 a 5 @ 5'-medium stiff <br /> ML <br /> 0 za MW-1- 10 @ 10'-hard <br /> ,O 10 5' <br /> MW-1- 15 155 <br /> 125 17 15 5' SAND, (SP), light yellowish brown(2 5Y 613),medium <br /> dense damp, 5%silt,95%fine to medium sand <br /> a <br /> c�a <br /> 183 „ MW-1_ 20Portland Type <br /> 17 20 5' SP i/ll <br /> D <br /> lam, <br /> W Schedule 40 <br /> PVC <br /> IL <br /> C7 <br /> 138 e MW-1- 25 <br /> 25 5' 265 <br /> 'o <br /> s <br /> a <br /> c� <br /> r <br /> 0 26 4 MW-1- <br /> 30— SILT,(ML),olive gray(5Y 512),stiff,damp,20%clay, <br /> 30 5' ML 70%silt, 10%fine sand,medium plasticity <br /> 0 <br /> a <br /> 0 <br /> O <br /> a <br /> J <br /> J <br /> 35 <br /> Continued Next Page PAGE i OF 2 <br />