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uoww Br KRYS HARDMAN eort+a Diameter 10 NCtES <br /> Droq hileftnk HOLLOW STEM AUGER Ground Elevation: W <br /> FOU Type CNE 550 Depth to Water NE <br /> Drtbrf0"*arrr RON HOLT/ALL TERRAIN Total Depth: 8 5 FEET BGS <br /> WELL CONSTRUCTION SPECiFiCS <br /> Screen Plraeannent from 9s ft to 65 ff Slot Ske 0020 Inch" Dlameter 4 Inches tion Type] <br /> Flame ceav from 6.5 ft to d it Sdmxkie 40 PVC Demeter 4 kuchea Abovooround <br /> Fatter Pack from 9.6 ff. to 46 ft Stxe 2-112 Type Lonestar At Grade ,L <br /> Bentorilte Pesets from 45 ft to 9.5 ff. Type 9antonite Peseta She V2 loch Hydrated X <br /> C rw /Bentorite trvm 3.5 ft to d ft she - Pwvent BentoniteWell 3-59h <br /> � G� <br /> u- � Sample DesGr;)ttOn <br /> o Detai <br /> �i <br /> m <br /> GW FILL Gravel/road base/asphalt. <br /> i <br /> 8 <br /> 2- <br /> 95% s <br /> 5 3— <br /> CLAY/GRAVEL osve gray, eight odor, <br /> ocreasing clay voth depth <br /> 6 4 _ <br /> ---- CL CLAY Olive gray_(SYR 514), medltm stiff, <br /> 45-55 80% 6 Jr =-_= sightly moist, sW odor <br /> 65-6 CL CLAY Brown (7 5Y 514) to olive (SYR 5/4) <br /> 10gray mottinks sightly moist, stiff, medum 36 <br /> 2 6 plan=�, pores, less dive gray with depth, <br /> moderafe odor <br /> 3 ____ CL CLAY WITH SL.T Oive gray (5YR 5/4), <br /> 4 = sightly moist, medhm plasticityr medltm stiff, <br /> 2 8 -- - CL minor pores, trace of fine sand. <br /> 8-85 100% 3 SILTY CLAY Dark ofsve gray/Ohre gray <br /> 8.5-95 3 Li (5YR 5/4) rnottiing, pores, sightly moist, <br /> 5 9 =--= eight plasticlty, caiche, strong odor 32 3 <br /> PROJ tk 05100254 DATE 08/24/96 SVE-1 <br /> DRAWN BY JAH SCALE NA _ _ SOIL VAPOR EXTRACTION WELL POINT <br /> SOUTHERN PACIFIC TRANSPORTATION COMPANY <br /> DESIGNED BY - PAGE it 1 Of 1 TRACY YARD <br /> TRACY, CALIFORNIA <br /> APPROVED BY KRIS HARDNWN <br />