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270 Perkins Street L+va Nai'svI T W L .a_` <br /> Sonoma,California 95476 <br /> Telephone (707)935-4850 <br /> Fox (707) 935-6649 <br /> CLIENT NAME Equwa Services LLC _ BORING/WELL NAME MW-3 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 02-Nov-99 <br /> *OCATION 880 Victor Road, Lodi DRILLING COMPLETED 02-Nov-99 <br /> Conllnved from Previous Page <br /> p U f o0 <br /> N H � <br /> CL <br /> _ <br /> 0 j a I w-O 0 4 0 LITHOLOGIC DESCRIPTION z r WELL DIAGRAM <br /> a tocol M � �� � � O� <br /> v� c1 w <br /> 0 <br /> 0 n MW-3- @ 35'-15%clay,80°A silt,5%fine sand low plasticity <br /> 14 356 <br /> 10 MW-3- 401 40'-15%ft,55%silt,30%fine to coarse sand 405 Bentonihe Seat <br /> $1 14 4057 - SP SAND (SP),yellowish brown(10YR 516),dense,damp, 410 <br /> 5%silt 95%Tine to medium sand <br /> SILT,(ML),olive gray(5Y 512),very stiff; #V12 <br /> damp,20° ar Sand <br /> Gay,60%silt,20%fine sand,medium plasticity X12 <br /> ML <br /> 85 2e MW-3- 45— @ 45'-brown(IOYR 413) hard 10"/6 clay,60%silt,30% <br /> 36 45 5' fine to medium sand,low plasticity <br /> @ 46'-5%clay, 55%silt,40%fine to medium sand no <br /> plasticity 1 <br /> �-7 48 0 <br /> SM <br /> 0 ;e MW-3- 50— Silty SAND.(SM),dark grayish brown(2 5Y 412), 51 0 4"-dram, <br /> xD SO 5' dense wet 25%silt 75%fine to medium sand 0 010"Slotted <br /> SILT,(ML),dark grayish brown(2 5Y 412),hard,damp, Schedule 40 <br /> 5°/6 clay, 550,4 silt,40%fine to medium sand low plasticity PVC <br /> ML <br /> 19 ;; MW-3- 55— @ 55'-strong brown(7 SYR 4I6), 10%Gay,600A silt,30% <br /> ?4 55 fine to medium sand <br /> 580 <br /> Bentonite Seal <br /> 60—h SM <br /> 26 1i MW-3- Silty SAND.(SM),strong brown(7 SYR 416),dense, Bottorn of <br /> F 1� 60 5' wet; 10%day,30%silt,60%fine sand 615 Boring @ 60 R <br /> a <br /> LULL <br /> a <br /> EL <br /> 17 <br /> O <br /> a ' <br /> i <br /> C0 <br /> O <br /> a <br /> O <br /> D <br /> 1 <br /> 1 <br /> J <br /> PACE 2 OF 2 <br />