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Mwl Mwz Mw3 Mwa Mws <br /> ' CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES C[VIL RESOURCES CIVIL RESOURCES WATER LEVEL <br /> EL.=4886.6 EL-4888.5 EL.=4889.45 EL-4887.65 EL.=4890.45 AND DATE <br /> ° ° MEASURED CIVIL RES"SURCES, LLCI <br /> 323 5[h STREET <br /> 1 2-1}p17 <br /> P.O.Box 680 <br /> 12-13-17 V PREDERICK,CO 80530 <br /> 12-1}p17 12-13-17� 303.833.1416 <br /> WWW.CIVILRESOURCES.COM <br /> 12-13-17 <br /> 10 12-13-2017 <br /> 10 <br /> BESTWAY CONCRETE <br /> 5901 YORK STREET <br /> DENVER,CO W261 <br /> 303.288.7029 <br /> CONTACT:MARK JOHNSON <br /> 20 20 <br /> „ STANDARD SPLIT SPOON j <br /> 47 28 SAMPLE. NUMBER INDICATES # <br /> OF BLOWS OF A 140 LB <br /> >. - REQUIRED z O <br /> HAMMER FREE FALLING <br /> 49 ui <br /> 30 INCHES WERE REQUIR Q <br /> 3D -- - 4s -- --- - _ 3o TO DRIVE THE SAMPLER <br /> 1-FOOT. O <br /> 5 B71, <br /> 2i w O <br /> 21 W- Q U <br /> o � <br /> 2" 0 PIEZOMETER 10-SLOT O <br /> w <br /> 40 85/10 40 SCREEN INTERVAL <br /> O J <br /> z <br /> 71 <br /> 84/10- <br /> NOTES: <br /> e0/11- <br /> a 1. EXPLORATORY BORINGS WERE DRILLED DECEMBER 13, <br /> N 50 SO <br /> 0 92n1 2017 WITH 4 ID HOLLOW STEM AUGERS USING A <br /> N TRUCK MOUNTED CME-75 RIG. <br /> 77 REVISIONS <br /> NO DESCRIPTION DATE I <br /> CD <br /> CV <br /> 1.0 2. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE <br /> `D BOUNDARIES BETWEEN TYPES. TRANSITIONS MAY BE <br /> GRADUAL. <br /> LU eo -60 <br /> r <br /> 3. GROUNDWATER LEVELS WILL FLUCTUATE. <br /> O BORE LOG LEGEND: <br /> Z <br /> z OVERBURDEN:CLAYEY SAND To SANDY CLAY, 4. BORING ELEVATIONS ARE ESTIMATED FROM <br /> O MEDIUM STIFF TO STIFF,SUGHTLY MOIST TO MOIST, TOPOGRAPHICAL MAPPING AND SHALL BE CONSIDERED <br /> BRo"(CL,SC) <br /> p __—WCR 14.5-----._r9W-2 APPROXIMATE. <br /> Zr------ <br /> O 'MW-1 1 <br /> U SAND:MEDIUM DENSE TO VERY DENSE. FINE TO 9 <br /> Ur COARSE GRAINED,LOOM,GRAVELLY,LOCAL TRACE I aBH-1 JF v <br /> Z SILT. MOIST TO WET. BROWN(SP) L BH 2 BH-3 <br /> X SKID AND GRAVEL: MEDIUM DENSE,FINE TO COARSE I 'I NORM DESIGNED ev: j DATE:�unc.mieLyGRAINED,MOIST To WET,BROWN(SP,GP,SW.GW) DRAWN BYg SCALE:AS NOTED> a BH-5BH 6O I BH-4 B-6 CHECKED BY: y AS NOTED <br /> U _ g1_-- _-----v; DWG NAME.QAR-EX17MG CORDMO*NDUYF.DY,L <br /> CUYSTONE: FlRM TO VERY HARD,SUGHTLY MOIST 1 r <br /> � TO MOIST,OLIVE GRAY TO DARK GRAY, MODERATE I MW-37 <br /> MW-4 <br /> Ui TO HIGHLY PLASTIC <br /> N <br /> PERMIT BORE LOGS <br /> al BOUNDARY <br /> B-7 <br /> B-Z A. SHEET: <br /> M KEY MAP Call Betas 5 <br /> N �__MW-5 <br /> m <br />