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WELL CONSTRUCTION UTHOLOGY SAMPLE DATA �m <br /> sample Peneftawn <br /> Dept GroophIc pest ripiion No,and Rote Flo <br /> IMervd (BbNO.l (vvm) <br /> feet � ��� <br /> SAND(SPI(COWUh dl. - <br /> 6-111 DW <br /> -- - BOREHOLE <br /> 2-NCH __..— <br /> (MAMEIER <br /> - FERFORATED -....._ <br /> - P/C CASWG 40 <br /> ..c; (0,0204n& Same as above. <br /> — Log <br /> No.3 W40 GUterggs <br /> -- THREADED _ — <br /> :�P � ,NIC END <br /> -- <br /> 7, ,f. 46 <br /> _ CLAYEY SILT(ML(,very dak 9roY(7.5YR N3j wet soft to <br /> firm low plosticn..-20%63Y,hate tine sond <br /> r <br /> — <br /> �, 80TST0M OF 8-Itv'CFI DIAMETER BORING AT 50 FEET. fqp <br /> ss GROUNDWAr.-u - sample at 56 feet. <br /> eMAN1t: Bottom of mple boring _- <br /> (5410 W <br /> -- 60 <br /> IDWIANATION <br /> Wel Penro No.. 0022417 EjCIW <br /> Wee elevc fon: 2.24 feet MSI <br /> Dote wee drilod: April 26,2000 MocYfled Calforr>la Sampler <br /> sin <br /> DreYng comparn/: Spectrum <br /> Sompeng Help)od: Spin spoon <Av)d Q Nk er level at Wr?e of dIAng <br /> Ha TTrer weight 140 ICS ED <br /> LF Geoiogdf Dan foster EJ c4avel <br /> Approved by: <br /> WELL CONSTRUCTION AND LITHOLOGY FOR WELL N-24(page 2 o(2) <br /> KMEP Hoff <br /> Wal L F R Project No.5638.02.103 <br /> LEVINE•FRICKE 1+24tLCOR 06020gb=~ <br />