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Lbppsd By- KRYS HARDMAN Soft Diameter 8 INCHES <br /> DMV )4ethodaround Elevatkvt NM <br /> HOLLOW STEM AUGER/DRY CORE SAhPLFA <br /> I% Type CNE 550 D"th to Water 105 FEET BGS <br /> DriarlCorrpanyRON HOLTIAIl TERRAIN Total Depth 50 FEET BGS <br /> I <br /> WELL CONSTRUCTION SPECIFICS <br /> Screen Placement from 20 It to 5 tt Slot Size 0 020 fiches Dimoter 2 Inches C tion T e <br /> BW* Cs from 5 It to 0 ft Sedule <br /> 40 PVC Dlfrneter 2 lnohes Abov <br /> chcurd — <br /> 2-112 T Lonestar At Grade <br /> Fater Pack from 20 tt to 4 tt Size dieted <br /> Bentonite Pellets from 4 ft to 3 ft I Type Bentonite Petits Size V2 Inch <br /> Cemsnt/Bentonite from 3 It to 0 It Stye - Percent Bentonite 3-596 <br /> a► fWei U J Sample Desc4Vbon <br /> �o d W Detal •• <br /> GW FLL Gravel/asphalt material, dry <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 ----_ CL CLAY Dark brown, (10YR 313), sightly 156 <br /> PZ-9 moist, stiff, medium plasticity <br /> (5-T) 6 <br /> . 7 CL CLAY Olive gray (5Y 5/4), moist to wet, <br /> 100% mean plasticity <br /> 8- <br /> 10 -- <br /> 11 <br /> 12 <br /> 75% CLT SLTY CLAY Olive gray (5Y 514), stringer <br /> 134' aradabonaL mottled with brown <br /> CL (7 5YR 5/4) <br /> 14 =__- <br /> CLAY As above, brown (7 5YR 514) <br /> 16 _ <br /> CLAY Yellow brown (10YR 5/6), moist to <br /> wet, medurn plasticity <br /> 16 --- <br /> 17 ---__ <br /> 100% - <br /> 18 <br /> 19 =_-- <br /> IHI <br /> PROJ #- 05100254 DATE 09/26/96 PZ-9 <br /> DRA" BY JAH SCALE NAPIEZOMETER <br /> • SOUTHERN PACIFIC TRANSPORTATION COMPANY <br /> _ <br /> DESIGNED BY - PAGE$- 1 of 3 TRACY YARD <br /> TRACY, CALIFORNIA <br /> APPROVED BY KRYS HARDMAN <br /> P5000701 <br />