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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 /> 0 <br /> Ij✓ j+ r �� D MEASURED CIVIL RES"JURCES, LLC <br /> //{ -4 //{ 323 5111 STREET <br /> —12-13-2017�i Y`� 680 <br /> I f! rho /�" 12-t3-vFREDERICK, <br /> el P.O.Box COO <br /> 80530 <br /> 12-13-2017 li��y' 12-13-17 <br /> 303 833.1416 <br /> off WWW.CIVILRESOURCES COM <br /> I<� 12-13-17 <br /> NNN YY <br /> 10 12-13-2017 <br /> 10 <br /> _ ;:t , <br /> J( BESTWAY CONCRETE <br /> lO ! SII 5901 YORK STREET <br /> DENVER,CO 80261 <br /> — Po <br /> I <br /> 303 288 7029 <br /> — I I ! CONTACT MARK JOHNSON <br /> 20 -- /o I III 20 <br /> — +y--O <br /> +;, T ! STANDARD SPOT SPOON <br /> SAMPLE. NUMBER INDICATES # <br /> IP +_ ! OF BLOWS OF A 140 LB� HAMMER FREE FALLING0 <br /> — +�// �' 30 INCHES WERE REQUIRED z 0 <br /> 30 !/�a9 30 Q <br /> _ TO DRIVE THE SAMPLER <br /> 1—FOOT Z ce <br /> i 19 – 2 — I 21 W <br /> o _ /� z <br /> 2Et <br /> " 0 PIEZOMETER 10—SLOT (.9I- <br /> 40 95E10 40 SCREEN INTERVAL >- a <br /> 0 <br /> — – 0 J <br /> Z <br /> — - <br /> — _ 9a/lu _ <br /> I NOTES <br /> T <br /> 1. EXPLORATORY BORINGS WERE DRILLED DECEMBER 13, <br /> 50 <br /> 92% + So 2017 WITH 4 q" ID HOLLOW STEM AUGERS USING A <br /> 1'/ TRUCK MOUNTED CME-75 RIG <br /> REVISIONS <br /> NO, DESCRIPTION DATE <br /> 2 LINES BETWEEN MATERIALS REPRESENT APPROXIMATE t <br /> BOUNDARIES BETWEEN TYPES TRANSITIONS MAY BE , <br /> — GRADUAL <br /> 60 60 <br /> 5CRE .cc LEGEND 3 GROUNDWATER LEVELS WILL FLUCTUATE <br /> G,ER = 4' SAND G SPIJDT GLA r, 4 BORING ELEVATIONS ARE ESTIMATED FROM <br /> MEoDM C so; s"FF' SL'�G,TL- 610150 TD MIST' TOPOGRAPHICAL MAPPING AND SHALL BE CONSIDERED <br /> /, ,I aaow, IC_ s>> <br /> CI <br /> __—WCR 14.5------ MW-2APPROXIMATE <br /> 1 <br /> 50•.0 M_D,LM CE'.SE -O vEPr DENSE, LINE TO ®MW-1 <br /> C3A05E 2uu+'NE2 LOCAL, GuO.'ELLr, LOr_AD TRACE <br /> eBH-1 1 e_ H5IS B TO VET JWN (--1 <br /> l,. .t-BH-2 BH-3 ` <br /> s ` <br /> n I1,"�I 591,5, 01.0 GFA/_L NC_^VM DENSE41 <br /> , 11/ 00 COAOCE ' 1I 5 100 <br /> DESIGNED BY CDATE JUNE <br /> Ir, 244'.EO A6^'ST TD WET 119,9/11119,9/111 lJ ISP LI' SW CWI I e - DRAWN BY BL SCALE AS NOTED_ <br /> Li� .BH-4 BH_5 BH-6 ' CHECKED BY. GL AS NOTED <br /> B-6 JOB NO 213 001 29 <br /> //J E __ amSIN <br /> g ___ —__—e_A DWG NAME.COVER-E(IGCOAOIIIONSIV0UVE DWG <br /> 5"ON_ C 6 T ,EPT -,PD SE GHT_I MO15T r <br /> TO M'cST = GPAE TO DuPk GPAr, MODERATE MW-37 <br /> MW-4sr'c I 1 <br /> I _ <br /> � PERMIT BORE LOGS <br /> el BOUNDARY 8 ' <br /> B-7 <br /> B-2 I Inow wears below. SHEET <br /> L_ ---- KEY MAP Callbermeyoua 5 <br /> MW-5 J <br />