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MWl MW2 MW3 MW4 MWS (( <br /> CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES WATER LEVEL `�� <br /> EL=4886.6 EL.=4888 5 EL=4889.45 EL=4887.65 EL=4890 45 AND DATE <br /> ° – - 11 r//+ //j 7 ) jj ° MEASURED <br /> F/ �� // CIVIL RES'DURCES, LLC <br /> _ // //,' 323 5th STREET <br /> _12-13-20n�I y0„0,3,°(.11 Imo/ ,- P.O.Box 680 <br /> Ir <br /> l1/ 12-13-17� FREDERICK,CO 80530 <br /> JI <br /> 303.833.1416 <br /> — 'ti)p➢ 12-13-2017 WWW CIVILRESOURC <br /> ES COM <br /> 12-13-17\ <br /> tr <br /> 10 li 12-13-2017 V —10 <br /> �N1 <br /> 1ryJ9 I BESTWAY CONCRETE <br /> Il 5901 YORK SWEET <br /> — �W ) DENVER,CO 80261 <br /> — 000 ` 303 288 7029 <br /> iE)��,� — 1 1 CONTACT MARK JOHNSON <br /> 20 y \ — 20 <br /> I I <br /> 1� 3e STANDARD SPLIT SPOON <br /> SAMPLE. NUMBER INDICATES # <br /> 4 = OF BLOWS OF A 140 LB <br /> ;,/,,], <br /> HAMMER FREE FALLING 0 <br /> / 30–INCHES WERE REQUIRED z 0 <br /> 30 �` ° TO DRIVE THE SAMPLER < <br /> 1 –FOOT <br /> J 0 <br /> I J <br /> 19 1 a1 LU 0 <br /> — ' <br /> + – Q U <br /> 0 <br /> Z <br /> T N <br /> 2" 0 PIEZOMETER 10–SLOT III 1- <br /> 40 <br /> ::: <br /> o 85'1] 4° SCREEN INTERVAL a <br /> 0 –JJ <br /> – z <br /> E—I <br /> - <br /> ��, NATES -- — - — <br /> Ill//// <br /> 1. EXPLORATORY BORINGS WERE DRILLED DECEMBER 13, <br /> 50 — —/ 50 <br /> 92/11 4 <br /> 2017 WITH 4 " ID HOLLOW STEM AUGERS USING A <br /> TRUCK MOUNTED CME-75 RIG <br /> - - � REVISIONS <br /> NO DESCRIPTION 1 DATE <br /> 2 LINES BETWEEN MATERIALS REPRESENT APPROXIMATE 14 <br /> BOUNDARIES BETWEEN TYPES. TRANSITIONS MAY BE <br /> – GRADUAL <br /> 60 60 <br /> 30 <br /> 5 <br /> 0 °_ `_,_._ 3 GROUNDWATER LEVELS WILL FLUCTUATE <br /> / 24E 3 S`_TtA1E0 5357 L'5805r o'MOIST, 4 BORING ELEVATIONS ARE ESTIMATED FROM <br /> j BRE/W1'6 , S TOPOGRAPHICAL MAPPING AND SHALL BE CONSIDERED <br /> —WCR 14.5------_MW-2 APPROXIMATE <br /> SA`D M �.M EDDENSE TO >EPY DENSE FINE TO .mw-1 <br /> I COARSE CRP1.ED 00CA_ 0'.ELL., LOCA-TP00E 0BH-1 m ` <br /> e+,,,s' `C w`- 80 06::1, 1501 <br /> BH-3 Y\ <br /> BH-2 <br /> 01 585 07 c=asEE. MDIJVI DENSE, FN.E Til / <br /> 4I1,E0C1, rnos T, WEE- 90 V'9 (OF aP sw5541061 m I - <br /> NOR, <br /> - DESIGNED BY S'L DATE RINE sole <br /> C r <br /> "BH-4 0 BH-6 DRAWN BY @I_ SCALE AS NOTED <br /> BH-5 CHECKED BV• 6L AS NOTED <br /> .1 8-6 JOB NO 213 001 29 <br /> „�4 rS-ur+E =FM rO .LPY 1-60,12 SI�HILt MUISI -�3�--- -— 4 DWG NAMECOVER-ElSING CONDI110NVIY0UYE DWG <br /> C NC ST OL VE ,PA+ -C ,AR DE91 M°DEP9TE r MW-3 MW 4 _ <br /> ,,,,„„/ TD ,,„_yp„,_,c <br /> L PERMIT ���1 <br /> BORE LOGS <br /> "I BOUNDARY <br /> B-7 <br /> 8-2 I what's belOw SHEET. <br /> ----- KEY MAP Call before youaig <br /> MW-5 5 <br />