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K <br /> in <br /> BORING LO <br /> 5-28-87 <br /> 5-28-87 <br /> 5-2a-a7 <br /> ' �AIE COMPIETED 5 <br /> DATE S1ApTEG <br /> to <br /> G GED 4Y R. Livermore <br /> ` ER Sierra Drillin; <br /> OR1tl .. pgwtr4lC p�gCasrT14N <br /> X r'. WELL�phSTRUCT10N pETAIL SYMI3DL <br /> dark brown fine-medium sand with <br /> ht locking vaul 0-7+ p feet <br /> ©wP 12A waterti gravel in the first <br /> a --cement <br /> waterproa <br /> locking ca ,, " p SP <br /> s: z ea gravel <br /> q grou" 7-10.5' light brown silty sand with <br /> 2 solid PVC 1 r fines and root holes <br /> casing entonite SM + ht graylwult <br /> hite (quartz) <br /> 10.5lug <br /> '. fine-ne_medium sand that is mo <br /> ' Sw <br /> 12 1 light brown ray micaceous <br /> +` = 15-20 Laose and wet. <br /> 44 <~ ' fine sand. <br /> r 211 (.02") SP <br /> Ito slotted to <br /> 14onterey "� PVC casing 5M light grayish rsoist funbrovaand <br /> w 1r3 sand #20 =l 20-21 ht rayl <br /> U_ <br /> r !{ 21_25+ grades toicaceou5 clay <br /> K- mottled silty <br /> + CL <br /> 0 z4 j = . <br /> bentonite 25 feet <br /> r <br /> z� end cap Bottom of hole: <br /> z$ Groundwater: 16 feet at time o <br /> drilling <br /> on 6-8-B7+ water level: 16.1 feet <br /> i <br /> RONI <br /> ENGINEERS GO�pECA BEATS CO�AFAC1LIgYNY <br /> PA <br /> FM SCS i=NG 11A <br /> __Ft- -�I -._.-�C6iO7INw�SR6UHiI[St.IGH{ONP1p HAfHU '---W <br /> pA(G()UPi.gU111 ( t4ONITORIN _!ELL5- <br /> E)Ne: <br /> I)UBL tn�aser Prolact NO. <br /> � In <br /> 1 <br /> ,y <br />