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270 Perkins Street <br /> Sonoma,Coliforno 95476 <br /> Telephone (707)935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Equwa Services LLC BORINGFWELL NAME MW-3 <br /> JOWSITE NAME Former Shell Service Stabon DRILLING STARTED 02-Nov-99 <br /> 0ATION 880 Victor Read,Lodi DRILLING COMPLETED 02-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) 01-Dec-99 73 gal} <br /> DRILLER GMg Drilling GROUND SURFACE ELEVATION 54 35 ft above ms# <br /> DRILLING METHOD Ho4ow-stem aq9tr TOP OF CASING ELEVATION 53 87 It above msl <br /> BORING DIAMETER 10' SCREENED INTERVAL _ 43 to 58 It bgs _ <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 48 0 It 02-Nov-99 <br /> REVIEWED BY_ J Neely,RG 6927 DEPTH TO WATER(Static) 47 4 ft 07-Dec- 1 <br /> REMARKS <br /> a }7P rtl z yr N =[7 Q <br /> n O j a LU vi <br /> co a.0 LITHOLOGIC DESCRIPTION Z= WELL DIAGRAM <br /> mU OIxQ <br /> uJ U u1 <br /> ASPHALT 03 <br /> SILT,(ML),dark brown(7 5YR 313),damp,5%clay, <br /> 65%silt,30%fine sand,no plass" <br /> 0 2 MW 3- 5 @ 5'-medium stiff <br /> 3 55, <br /> ML <br /> 0 s MW-3 ° @ 1 d-dark yellowish brown(1 OYf2 414),stiff,20%clay, <br /> ° 10 5' 60%silt,20%fine sand,medium plasticity <br /> 11 MW-3- 15 15 5 <br /> +0 15 5' Sfliv SAND.(SM),dark yellowish brown(40YR 414), <br /> SM medium dense,damp,5%clay,25%silt,70%fine to <br /> coarse sand <br /> 180 <br /> N <br /> 3 3 �� MW-3- 20SANS(SP),olive brown(2 5Y 414),damp,dense,5% IPolrtland Type <br /> 20 5' silt,95%fine to medium sand <br /> 'a 4"diarn, <br /> w Sctiedule 40 <br /> SP PVC <br /> 25 ii MW-3- 25 @ 25'-medium dense <br /> w 'r 25 5 <br /> 0 <br /> CLa <br /> 280 <br /> 0 <br /> 110 12 MW-3- 34 SILT.(ML),olive gray(5Y 512),very stmt;damp, 10% <br /> n 70 30 5 day,85%silt,5%fine sand,no plasticity <br /> 0 <br /> 0 <br /> J ML <br /> J <br /> 35 <br /> Continued Next Page <br />