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..,. ., .. `11V11UIIIjIVFIIUI 'e`nnQt0yy' Inc BORING/VI/ELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME E uiva Services LLC BORING/WELL NAME MW-11 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 05-Nov-01 <br /> LOCATION 6131 Pacific Avenue Stockton CA DRILLING COMPLETED 05-Nov-01 <br /> PROJECT NUMBER 0854 WELL DEVELOPMENT DATE(YIELD) 07-Dec-01 (26 gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 12 54 ft above mst <br /> DRILLING METHOD _ Hollow-stem auger TOP OF CASING ELEVATION 11 97 flabove msl <br /> BORING DIAMETER 8' SCREENED INTERVAL 25 to 45 fl bets _ <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 36 0 it(05-Nov-01) Q <br /> REVIEWED BY_ A_Friel,RG 6452 DEPTH TO WATER(Static) 32 6 it 10-Dec-01 1 <br /> REMARKS <br /> �� <br /> O� (L W d LITHOLOGIC DESCRIPTION z= WELL DIAGRAM <br /> a �� a w O~ <br /> Co VW <br /> 0 <br /> ASPHALT 04 <br /> Clayey SILT.(ML),very dark grayish brown(10YR 312), <br /> moist,15%day,80%silt,5%medium sand,low to <br /> medium plasticity <br /> 00 MW-11 5 0 5'-15%clay,75%silt,5%fine to coarse sand,5%tine <br /> -55 gravel low plasticity <br /> 00 MW-11 10 0 10'-Sandv SILT,(ML),strong brown(7 SYR 5/6), Portland Type <br /> -11 moist,5%clay,75%silt 201/6 fine sand, no plasticity Ill <br /> 00 MW-11 15 @ 15'-brown(10YR 5/3),70%silt,30%fine sand <br /> -16 <br /> 00 MW-11 20 @ 20'-Clayey SILT.(ML),light olive brown(2 5Y 5/3), <br /> -21 15%clay,80%silt,5%fine sand,low plasticity <br /> Bentonite Seal <br /> ML <br /> Monterey <br /> t 00 MWA 1 25 <br /> Sand#2112 <br /> a -26 <br /> Uj <br /> a <br /> a <br /> C7 <br /> _o <br /> i <br /> 00 MW-11 <br /> 30 <br /> -31 <br /> 1 <br /> J <br /> J <br /> J <br /> 35 <br /> Conttnued Next Page PAGE 7 OF z <br />