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1 <br /> BORID G LOG <br /> piclett A0. Baring Diameter 8 75Lobbed By `j G <br /> KEI-P88-1013 P4 Casing Diameter Z' TS- <br /> Project dame Unocal SIS #5095 dell Cover Elevation Date Drilled <br /> 1 5606 Pacifc.Avenue,Stockton INIA 112WS <br /> Boring NO Drilling Hollow-stem Drilling Company <br /> Au <br />' Ail; l6 Method <br /> gcr Woodward Dn Bmcr <br /> pine- jy ON-M. Depth S"tigmphp <br /> "uon evel (pp-q) (feet) LSCS Descri tion <br />,{ blovi-J6" Samples P . <br /> 1 <br /> 4113/16 45 - - Clay,estimated at 10-201-76 sand,trace slit,very stL ,moist,dark <br /> 3 ellovv tsh brown and dark gray,mottled <br /> CL ------------------ ———— <br /> F <br />�1 <br /> 11,6,"9 SU- Silty clay,estimated at 25-35c'o silt, trace sand, stiff,rnoist,dark <br /> rtr `�• _ e'lo, ish brown and dark gray,mottled <br /> � <br /> - <br /> -- <br /> 'E--� — ————— ——--------.—-----.._ — <br /> 77- <br /> I ' ' f Silty s-ind estimated at 25-30-c slit 5-15 L-c[av sand is fine to <br /> mtd,um grained me.lium dense moist to veer olive i-inn <br /> f f ( f <br /> --- <br /> -�..-�.�-----..... -- <br /> 55 <br /> Puor:1, traded sandpredominantly medium s-rainel trace silt med um <br /> ## `P deme tee de-SC, saturated, alive gray <br /> ; <br /> - ---- -_--____- <br /> ;0 _,)_5 Stlt with Sand and clay, estimated at 15-201c predominantly fine <br /> graired sand, 10-20�-o c[ay,hard moist,olive, friable <br /> \IL <br /> With sand,estimated at 15-25% fine to medium-grained sand <br /> 10 30ra clay, hard net, CI M. friable,utth caliche — <br /> t <br /> TOTAL DEPTH 64 <br />�I <br /> Page 3 of 3 <br /> 590 <br />