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Cambria Environmental Technology, Inc BORINGIVVELL 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 BORINGfWELL NAME MW-3 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 02-Nov-99 <br /> LOCATION _ 880 Victor Road, Lodi DRILLING COMPLETED 02-Nov-99 <br /> Continued from Previous Page <br /> E �� W Z min =C7 Q <br /> o <br /> oz� CL X w O LITHOLOGIC DESCRIPTION Z� WELL DIAGRAM <br /> U NLu V 7 C7 w <br /> O <br /> 0 12 MW-3- @ 35'- 15%clay,80%silt 5%fine sand low plasticity <br /> 14 35 5' <br /> ,n MW-3- 40 40'- 15%cla 55%silt 30%fine to coarse sand 40 5 Bentonite Seal <br /> 81 14 40 5' SID SAND, (SP),yellowish brown(10YR 516),dense damp 41 0 <br /> 5%s11t 95%fine to medium sand <br /> SILT,(ML) olive gray(5Y 512) very stiff damp,20% 2112 ar Sand <br /> # <br /> clay 60%silt,20%fine sand medium plasticity #2112 <br /> ML <br /> 85 20 <br /> 0 MW-3- 45 @ 45'-brown(10YR 413) hard 10%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 = 480 <br /> SM <br /> 0 is MW-3- 50— Silty SAND, (SM),dark grayish brown(2 5Y 412), 51 0 4"-dram <br /> 20 505, dense wet 25%silt 75%fine to medium sand 0 010"Slotted <br /> SILT (ML) dark grayish brown(2 5Y 4/2) hard damp Schedule 40 <br /> 5%clay, 55%silt 40%fine to medium sand low plasticity PVC <br /> ML <br /> 19 19 MW-3- 55— @ 55'-strong brown(7 5YR 416) 10%clay 60%silt 30% <br /> 24 55 5' fine to medium sand <br /> 580 <br /> 0 <br /> Bentonite Seal <br /> SM <br /> 0 2 6 1B MW-3- 60 Silty SAND, (SM),strong brown(7 5YR 416), dense, Bottom of <br /> 19 605, wet, 10%Clay 30%silt 60%fine sand 61 5 Boring @ 60 ft <br /> a <br /> LU <br /> a <br /> 0 <br /> U <br /> W <br /> O <br /> ga <br /> Z <br /> i <br /> ❑ <br /> a <br /> C7 <br /> 0 <br /> J <br /> J <br /> W <br /> ppGE 2 OF 2 <br />