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270 Perkins Street <br /> Sonoma, Coliforrna 95476 <br /> Telephone (707)935-4850 <br /> Fox- (707) 935-6649 <br /> CLIENT NAME 1= u;va Seances LLC BORINGIWELL NAME MW-2 <br /> 4COBISITE NAME Former Shell Service Station DRILLING STARTED 03-Nov-99 <br /> ATION 880 Victor Road,Lodi DRILLING COMPLETED 03-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) 01-Dec-99(62 qaQ <br /> DRILLER Greoa Dngma GROUND SURFACE ELEVATION 55 47 R above msl <br /> DRILLING METHOD Hollow-stem auger W y TOP OF CASING ELEVATION 55 07 ft above msl <br /> BORING DIAMETER r 10" SCREENED INTERVAL 43 to 58 ft bgs <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 49 0 ft 03-Nov-99 <br /> REVIEWED BY J Neely, RG 5927 DEPTH TO WATER(Static) 48 4 ft 07-Dec-99 1 <br /> REMARKS <br /> V) H V ~ <br /> O� a X CL p LM40LOGIC DESCRIPTION Z� WELL DIAGRAM <br /> Uj <br /> ASPHALT 03 <br /> SILT,(ML),dark brown(7 5YR 313),damp,5° day, <br /> 60%silt, 35%fine sand,no plasticity <br /> 0 i MW-2- 5 @ 5'-medium stiff <br /> 3 5 5' <br /> ML <br /> 0 4 MW-2- 10— <br /> rGD IV-brown(7 5YR 414),stiff- 15%clay,65%silt,20"/0 <br /> 5 106 fine sand,low plasticity <br /> 05 Zi MW-2- 15 @ 15'-very stiff' 15%clay 55%sift,3D%fine sand <br /> ++ 15 5' <br /> ISO <br /> N <br /> 0 22 4 n MW -2- 20— SM Sllty SAND.(SM),Tight yellowish brown(2 5Y 6/4), Portland Type <br /> Ifll <br /> +s 206 dense,damp,5%Gay,30%sill,65%fine to medium 4"dram, <br /> a sand <br /> w Schedule 40 <br /> 0 <br /> 230 PVC <br /> JL <br /> i� <br /> 57 +* MW-2- 25— SP SAND (SP),light olive brown(2 5Y 514),medium <br /> w +2 256 dense,damp,5%silt,95%fine to medium sand <br /> cc <br /> o' <br /> 280 <br /> c� <br /> a <br /> p9 3 ; MW-2- 30 SILT.(ML).gray(5Y 511),very str(t;damp,2D%day, <br /> Ix 13 30 5' 70%silt, 10%fine sand,medium plasticity <br /> ML <br /> 0 <br /> 361 11111 <br /> J <br /> J <br /> Continued Next Page PA 1 OF 2 <br />