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Mw1 Mwz Mw3 Mwa Mws WATER LEVEL <br /> CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES CIVIL RESOURCES <br /> EL-4886.6 EL.=4888.5 EL-4889.45 EL-488T65 EL.=4890.45 AND DATE <br /> MEASURED CIVIL RES DURCES, LLC <br /> 323 Sth STREET <br /> 12-11-20t7 <br /> P.O.Box 680 <br /> 12-13-17 FREDERICK,CO 80530 <br /> 12-13-2017 12-13-17 303.833.1416 <br /> W W W.CIVILRESOURCES.COM <br /> 12-13-17 <br /> 10 12-13-2017 <br /> 10 <br /> BESTWAY CONCRETE 'II <br /> 5901 YORK STREET <br /> DENVER,CO 80261 <br /> 303.288.7029 <br /> i <br /> CONTACT:MARK JOHNSON j <br /> I <br /> 20 20 <br /> J° STANDARD SPLIT SPOON <br /> 47 29 SAMPLE. NUMBER INDICATES # <br /> OF BLOWS OF A 140 LB <br /> HAMMER FREE FALLING p <br /> 30-INCHES WERE REQUIRED Z 0 <br /> 30 49 - -- -_ _ As --- - - - --- J0 TO DRIVE THE SAMPLER -' <br /> -_ <br /> 1-FOOT. p <br /> W J <br /> 19 21 21 > 0 <br /> x Q <br /> LD <br /> 2" 0 PIEZOMETER 10-SLOT 0 <br /> w <br /> .o B5/10 SCREEN INTERVAL <br /> —40 <br /> O J <br /> z <br /> H-I <br /> 84/10- <br /> NOTES: <br /> B0/11- <br /> NSO 50 <br /> a 1. EXPLORATORY BORINGS WERE DRILLED DECEMBER 13, <br /> 0 92/11' 2017 WITH 4 J" ID HOLLOW STEM AUGERS USING A <br /> N TRUCK MOUNTED CME-75 RIG. <br /> 77 <br /> REVISIONS <br /> W <br /> NO DESCRIPTION DATE <br /> O <br /> N <br /> 2. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE <br /> BOUNDARIES BETWEEN TYPES. TRANSITIONS MAY BE <br /> GRADUAL. <br /> LU Bo <br /> o BORE LOG EGEN�: 3. GROUNDWATER LEVELS WILL FLUCTUATE. <br /> z <br /> v) <br /> 0 OVERBURDEN:CLAYEY SAND ro slwm GUY, 4. BORING ELEVATIONS ARE ESTIMATED FROM <br /> NEB(� )STIFF.sucHnr Mosr ro MOW. TOPOGRAPHICAL MAPPING AND SHALL BE CONSIDERED <br /> p ------__—WCR 14.5------_MW-2 APPROXIMATE. <br /> z <br /> O •MW-1 <br /> U SAND: MEDIUM DENSE TO VERY DENSE. TO i <br /> UE COARSE GRAINED,LOCAL,GRAVELLY,LOCAL <br /> TRACE •BH-1 • 1E\ <br /> z : SILT,MOIST TO WET, BROWN(SP) BH-2 BH-3 <br /> X SANG AND GRAVEL;MEDIUM DENSE. FINE TO COARSE I 'I noRTM DESIGNED BY: a__ DATE:iuNE 201e ' <br /> w GRAINED.MOIST TO WET.BROWN(SP.GP.SW.GW) <br /> • <br /> j ',', ' • BH-5 BH-6 1 DRAWN BY: $� SCALE'AS NOTED <br /> BH_4 1 CHECKED BY: UL AS NO <br /> 1.29 <br /> O I __ 4L__ __—__—�B\6 DWG <br /> NAME:C04F0.{�15Try�C0nORI0nfIYWVF.0W6 <br /> U ® CUYSTONE: FIRM TO VERY WARD,SLIGHTLY MOIST ' I— MW-4 <br /> TO <br /> MOIST.OLIVE GRAY TO DARK GRAY.MODERATE <br /> I- I I MW-3 <br /> w TO HIGHLY PLASTIC ' <br /> UI <br /> PERMIT BORE LOGS <br /> el BOUNDARY <br /> B-7 <br /> B-2 I WA°IEIIBIOW. SHEET: <br /> KEY MAP Call bdm you dig5 <br /> cv MW-5 <br /> u, <br /> m <br />