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Cambria Environmental Technology, Inc BORING/ ELL 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 BORINGIWELL NAME MW-2 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 03-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 03-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) 01-Dec-99(62 gal) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 55 47 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 55 07 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(03-Nov-99) <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 48 4 ft 07-Dec-99 1 <br /> REMARKS <br /> OL Lu z 2 <br /> o z -j hw- w 0 Q-0 LITHOLOGIC DESCRIPTION y WELL DIAGRAM <br /> CL mo c¢n = O 0w <br /> 0 <br /> ASPHALT 0 3 <br /> SILT (ML) dark brown(7 5YR 313) damp,5%clay, <br /> 60%silt,35%fine sand no plasticity <br /> 0 2 MW-2- 5 @ 5'-medium stiff <br /> a 5 5* <br /> ML <br /> 0 ; MW -2- 10 @ 10'- brown(7 5YR 414) stiff 15%clay,65%silt,20% <br /> 5 10 5' fine sand low plasticity <br /> 05 21 MW-2- 15 @ 16'-very stiff, 15%clay 55%silt 30%fine sand <br /> 15 5' <br /> 0 <br /> 180 <br /> 4 <br /> do <br /> N <br /> 0 22 4 » MW-2- 20 SM Silty SAND (SM) light yellowish brown(2 5Y 614) Portland Type <br /> ~ 15 20 5' dense damp 5%clay,30%silt,65%fine to medium IIII <br /> sand 4"dram , <br /> LU Schedule 40 <br /> 230 PVC <br /> a <br /> c9 <br /> 57 11 MW-2- 25 Sp SAND (SP), light olive brown(2 5Y 514) medium <br /> 12 25 5' dense damp 5%silt,95%fine to medium sand <br /> 0 <br /> 280 <br /> z <br /> i <br /> ID 93 a MW-2- 30 SILT (ML), gray(5Y 511),very stiff,damp,20%clay, <br /> 15 305, 70%silt 10%fine sand, medium plasticity <br /> 0 <br /> d ML <br /> 0 <br /> 0 <br /> J <br /> 31 =35-1 <br /> Continued Next Page PAGE 1 OF 2 <br />