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e <br /> BOREHOLE H): -7 <br /> . -CllrnC T 3 G �r <br /> pro'ectNumber: (a06$ LO 010 bn <br /> etA r.ICA/IEr <br /> mcom Site Location:(000 a;o o- man a Sheet: o <br /> Ground Elevation.• n <br /> Coordinates., Sonic other Monitorin We//installed: <br /> SSA Orillin Method circle one): vecr tluh BSA Barin Diameter(inches): Screened Interval: to <br /> Sample 7 e s: /it n First Encountered Wafer s <br /> Ie to edB : A. SaU De th o Borin <br /> fi'eather: o �I S Date Finished: Stabilized Water Level <br /> Drillin Contractor. C-OL Date Started: I 7 ZO .n° <br /> N U U <br /> H MATERIALS: Range,color, MAIN COMPONENT, minor component(s), moisture content, odor a 9 H <br /> ! N (For Coarse Grained cohesion structure, angularity and maximum grain size(For Fine Grained) � 0 <br /> ) ,_ 2 .� <br /> o d ] plasticity, stiffness, and dry strength q o Ca <br /> ai <br /> � s 3 <br /> x (o" ionureit , I a99fr9Gl 6ok )( <br /> 40 <br /> I 1 <br /> COA4 + <br /> _ _ r-a <br /> vhi 10 YA ` 11 1/3 grow l` l f 1 -y Sari n t drY f o ^told' 2 1 e1 <br /> 3 L>°'l) <br /> 3 <br /> a <br /> IQ) ly ytubqj;sh grown a s <br /> 5 Fit �Sci r� <br /> 5 ptc1, Pa;I� <br /> d sM - -M, tp y►Z (913 ecilt br0kViNr dk Y, o SA,16 <br /> S I t gc�t od w 6 <br /> 116 �. <br /> 8 7 <br /> i <br /> 9 g <br /> ry <br /> 10 9 ^ der) ni7Y <br /> -F—r . Iv YR �/3 Pal+y brow>1 — _ to c ): <br /> 12 '1 — <br /> SI;gA Apr l �I t Sah � �00'(� <br /> ]I <br /> 13 <br /> 14 <br /> 12 <br /> 15 13 <br /> M intl,2l <br /> ,e Ertj o.F Boris Cie _Mots' r 14 ( . <br /> 17 IS I <br /> 9 ack <br /> 18 <br /> 16 <br /> 19 <br /> 17 <br /> 20 <br /> NOTES; <br /> wam.�,M�bm N For Mw}iat, la <br /> 6erin9 apre �M d Cvllgpr� SG� 196 Ortou us.1 is OaIL4CuilpaublE koQy }drew by,tWuAoh Probe <br /> probes Dale rrne Depthtogoun 20 <br /> Chnkcdb tr%6 lUA�ef to � dwater wh�e drilling <br /> D+te: �9s 'Probe, <br />