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tie - <br /> , u o <br /> r <br /> BORL\G LOG <br /> BoringDiameterDiameter 875- Logged By <br /> TSI-P88-10T3.P4 Casing Diameter 2' TS c 2 3 <br /> _ Project N=e Unocal SIS #5098 Stied Co-,er Elesahon Date DrtIled <br />' 5606 Pacific Avenue,Stock-ton NIA 11.20195 <br /> Boring No. Dishing Hollow-stem Drilling Company <br />' til4VI7 Method Augc- Woodward Drilling <br /> Pene- IN ON Nl Depth I Stratigraphy <br /> travan es el IP P JL) (Cees) LSCS Descrtpt:ion <br /> blows/6" Samples <br /> J J <br /> J J J ; <br /> 45 Clayey sand v�ith silt sand is,.cry fine to medium-irrained, estimated at <br /> 10/11/20 MJ 15-25'q clay and lfl-?Ori Silt medium dense to dense,moist, greenish <br /> Sc gray,caliche <br /> 111 J J J <br /> ---------------------- <br /> NIL <br /> -------- ------IFIL === <br /> 11/17/21 S11t estimated at 10-20—c c:aN 10-151''1 %en, fine to fine °rained Sand, <br /> '*ery stiff to 11:rd rro st greenish`Tay,alightly friable <br /> ------------ -- --.------------- <br /> ISilty ,ai,o es.irnateu at 20-30c'o gilt, trace clay sand is predominantly <br /> 618/11 i; tl <br /> i rine to ire lium grasrea medium dense, moist greenssh gTav and oln e <br /> mottle,i <br /> I ri i i i <br /> Ff r i i <br />' 111,'1 "5 Silt szncl eSE'71'lk_d dt 35 '5--c a Silt traccla} as^d is predominantly <br /> 8 5- <br /> tins to n �:t,1 4rai-ed rredit-rii dense to dense sreenisn gray <br /> eratiish 117:.12-1 in colds <br /> fSS i s <br /> i ——————--.. ——— —--————..—————— <br /> J J J J <br /> J J J <br /> J <br /> 2 60 ClaNe, sand estimated-it 20-301v clay and 10-15% silt sand is <br /> /'2/35 — l prLdum,ranu, fine to m,-Jium-grarncd %cry dense, moist to wet dark <br /> grLe-lrsh gTsy,fnablt, lightly cemented <br /> SC J J J 1 <br /> J <br /> 13/19/25 — Cla}cy sand,as -ibore,c-�cept dense <br /> J <br /> 65 <br /> I TOTAL DEPTH 65 <br /> 1 Pa;c3of3 <br /> - - 594 <br />