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Lopped Br KRYS HARDMAN TD,ptt �ni01sr 8 14CFES DrEv Method HOLLOW STEM AUGER m Elevation NM R� Type CNE $50 to Water 10 FEET BGS DrmertCon"ntr RON HOLT/ALL TERRAIN Depth: 20 FEET BGS WELL CONSTRUCTION SPECIFICS Screen Placement from 20 It to 5 ft Slot Size 0 020 trrdros Diameter 2 Endres r,2M&tIon Type BW* coov from 5 ft to 0 ft SchedLde 40 PVC Diameter 2 moires Abov ouid — Flltm Pack from 20 It to 4 ft Stze 2-/12 Type Lonestar At Grade -]- Bentonite Pallets from 4 It to 3 ft im Bentonite Pedals size V2 hch -Hydrated -AL CemenOWdonits from 3 ft to 0 tt size - Percent Bentonite 3'S% • 'jF.. Weiamc 0 91.1. De o Sample Description GW FILL, Gravel/aspttatt material, dry 1 5 2 _ 11 3 - _ CL CLAY Dark brown (10YR 3/3), sightly moist, 43 7 - median stiff, medm 131880city s 4 ---- ---- 264 - 5-5 6 11 66� 19 s 7 = -_ 3 CLAY As above, trace gravel ttp to 1' 85-9 4g - – – 5 2 9-10 4 SILTY, SANDY CLAY Brown (7 5YR 514), 6 - -- moist to wet, soft, sight plasticity, fine to 10 SC medilm gretned sand -- CLkno CLAYEY SAND Brown (?SYR 5/4), wet, soft, 11 plasbctty, fine to coarse sand, no odor 12- 13— 2 13 41 2 -- CLAY Brown (7 5YR 5/4), moist to wet, 614 -- medksn stiff to stiff, medl m plasticity, trace 10 =__- sand trace fine gravel, no odor 2 1� CLAY Brown (7 5YR 514), wet, soft, medium 5 16 _ _= plastidty with slit, no odor, trace fine sand- 3 and3 17 5 18 - - CLAY Brown (7 5YR 514), wet, medlar+ obff 42 g 19 =__= to attff, trace fine sand, medkm plasticity 10-20 10 - 11 PROJ fi' 06100254 DATE 09/25/96 PZ-8 DRAWN BY JAH SCALE NA _ PIEZOMETER • SOUTHERN PACIFIC TRANSPORTATION COMPANY DESIGNED BY - PAGE 4 1 of 1 TRACY YARD APPROVED BY KRYS HARDMAN TRACY, CALIFORNIA