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Protect No 0-176 <br /> • SOIL BORING AND WELL CONSTRUCTION LOG: SB-9/MW-6 Sheet -!of—1 <br /> G1.]EWAOCAttOM ?LAVIMM US& BOR= DOOM ROnn1=/WELL 1+10. <br /> Mat)VrAo Q roc / Barnes Truckmg Faculty, Exploratory 20 feet SB-9/MW-5 <br /> Stockton, <br /> } rillm a CA <br /> Dpj cmE-7 me L DEPiti t 1AMStm <br /> DJ=MGOPBNATM WELL MATERIAL. WELL VIAMSTER SCREQI S1AT StiE <br /> • -� Bobby Nixon Sch40PVC 2- 0.020- <br /> WELL/BOREHOLE SEAL. F%T=PACK <br /> • � Grout with 5%bentonite 43 sued <br /> Z wakLING n ft'"). TED sAa4k=m-vwoo- 5'continuous core-3 ht s oon <br /> D <br /> `> WM*RM M=NE yr None <br /> tin pA10XAa6RED WA1u DWgX .-11,5 feet <br /> 0— v STA6AL1iF.D wAT%&Ots m-DAT6. 918 ft-1/20199 <br /> Gravel fill <br /> z <br /> Silty <br /> lass thy,stiff,Ldry to moist browruslt gray,moderate <br /> ' x s <br /> 6 ° _ Silty CLAY(CL)with sand,brownish gray,moderate to <br /> high plasticity,staff,n wast to wet <br /> 7- <br /> 10 <br /> 10 <br /> 11 Silty CLAY(CL)with sand,brownish gray,moderate <br /> 12 plasticity,wet <br /> = 13 <br /> f <br /> — 1a <br /> 1s 0 2 91 <br /> 16 <br /> 17 Silty CLAY(CL.)with sand,blueish gray,maderate-lugh <br /> plasticity,stiff,wet <br /> is <br /> 19 <br /> X <br /> 20 <br /> • EbM of UCT 13 1999 <br /> Sots= <br /> 22ENIPERMIT/SERVICES <br /> tLr� <br /> is <br /> DnUmg Date: 1/11/99 —" `-- <br /> Logged by. Lor�r Ta��TaylorCLEA—R-W—ATE <br /> GROUP, INC. <br /> Approved by- <br /> 17--117 d dC10d0 831UM U37D WdST 21 66. 61 100 <br />