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WA <br />1 <br />3 1 <br />3 <br />3 - <br />I' <br />BOULDER COUNTY <br />IRRIGATION WATER LINE 10 <br />I ' <br />3 I <br />I -- <br />1 - <br />3 I <br />3 i _ <br />SCHNEIDER RESIDENTIAL 9 <br />STRUCTURES 1 <br />3 ' <br />00= 13 1 <br />3 I <br />I <br />I <br />I <br />I I 3 <br />I3 <br />I I <br />�I JI <br />3 <br />II' <br />III' <br />I <br />II I <br />i <br />I3 <br />I <br />13i <br />I <br />I <br />!!! <br />e, <br />8 LENART AGRICULTURAL i <br />BARN STRUCTURES •. •.. <br />EXISTING PROPOSED <br />PROPERTY/PERMIT AFFECTED AREA BOUNDARY MINING LIMITS OF EXCAVATION <br />W UNDERGROUND WATER PIPELINE <br />E UNDERGROUND ELECTRIC EXCAVATION SLOPE <br />❑H E OVERHEAD POWER LINE — — — — — — — <br />t t UNDERGROUND TEL LINE — — — — — — — HAUL ROADS (SUBJECT TO CHANGE) <br />— — — — — — SURFACE WATER <br />CHAIN LINK FENCE <br />UTILITY POLE <br />GRAVEL ROAD <br />BUILDING <br />I <br />I <br />1 I <br />1 ' <br />I <br />1 <br />� I <br />1 I <br />I <br />I <br />I <br />I <br />I <br />I <br />£ I � <br />I <br />I <br />RESERVOIR I <br />I <br />EXISTING 8" PVC PIPE <br />BACKFILLED WITH COMPACTED CLAY LINER TO LOWER BOULDER <br />DITCH , £ <br />— — — — — — — 8" PERFORATED DRAIN PIPE <br />8" UNDERGROUND CONSTRUCTION DEWATERING PIPE ' <br />I <br />I <br />-- <br />COMPACTED CLAY LINER AS OF — — .— — <br />.. — — — 6/1/2021 1 <br />I <br />y°Y, <br />y <br />1 <br />I £ <br />1 I <br />I I 1 <br />CLAY COMPACTED CLAY LINER EMBANKMENT SLOPE 3:1 1 <br />I <br />RESERVOIR OVER EXCAVATION SLOPE 3:1 <br />� I <br />� I <br />� I I <br />I I 1 <br />I I MAIN HAUL ROAD RESERVOIR OUTLET SUMP <br />I SLOPES 3.1 <br />SOUTH RESERVOIR EXCAVATION SLOPE 5:1 <br />REVISIONS <br />REV DESCRIPTION DATE APPROVED <br />ISM Weiland. Inc. <br />Environmental 6r Engineering <br />PC BOX 78087 <br />BOULDER, CO B030B <br />ph 303-443-9521 <br />"ft m� <br />PREPARED FOR: <br />I <br />RESERVOIR OUTLET £ <br />I I PIPE EXCAVATION <br />SLOPE -1:1 <br />I 1 I I <br />\ \ i <br />I <br />\ \ 11 <br />RESERVOIR TRANSFER BOX BORING i <br />STAGING SITE EXCAVATION SLOPES 1:1 I/ <br />--------------- / I <br />� e .00 <br />8" PERFORATED SUBSURFACE DRAIN <br />0' 100' 200' 250' 300' <br />SCALE: 1" = 100' <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION #2,#4 <br />REGUALR 112 MINING PERMIT M-2010-071-AM2 <br />LAFAYETTE, CO <br />ROCK PRODUCTS <br />I I <br />I <br />I £ <br />I <br />I <br />I <br />I <br />I <br />I <br />TH-19 <br />80 FT NCWCD EASEMENT <br />"a HAUL ROAD <br />1 <br />0 <br />z <br />Z <br />0 <br />z <br />0 <br />1•= <br />w <br />Of <br />a <br />DEWATERI <br />CEL <br />�35 <br />l / <br />I / / <br />I / / <br />2 1 NCWCD 36" PIPELINE <br />SLOPE DRAIN TO BE INSTALLED <br />PER CTL 2010 GROUNDWATER RESPONSE STUDY <br />♦ <br />e <br />e <br />---- --- <br />RECEIVED <br />JUL 221,90ZI <br />DMSION OF RECLAMATION <br />!AWING & 8AFETy <br />EXHIBIT D - MINE PLAN MAP <br />SHEET 3 <br />SCALE DWG NO. REV. <br />1 "=100' EXHIBIT D MINE PLAN MAP AM2.DWG REV <br />DRAWN BY: Vr�IED BY: DATE: SHEET <br />CTW PFW 06/10/21 SHEET 3 <br />