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Nam— <br /> LEGEND <br /> PROPERTY BOUNDARY <br /> .«.««.«««««.«««««.• USFSEASEMENT <br /> • AFFECTED LAND BOUNDARY <br /> PAVED ROADS <br /> = IMPROVED DIRT ROADS <br /> "P UNIMPROVED DIRT ROADS <br /> ------ TRAIL <br /> - G- HIGH PRESSURE NATURAL GAS PIPELINE <br /> _--.-.-.--.-.-.-.-- ACTIVE OVERHEAD ELECTRIC POWER LINE <br /> TDL <br /> EXISTING PROCESS SOLUTION PIPELINE <br /> -"""`-�+•.,,,.�_ EXISTING DRAIN PIPELINE <br /> EXISTING STEEL CONVEYANCE PIPELINE <br /> EXISTING ORE CONVEYOR(TO BE REMOVED) <br /> EXISTINGCULVERT <br /> 1 = -0- POWER POLE <br /> RESERVOIR/POND <br /> ® BUILDING/STRUCTURE TO BE REMOVED <br /> ' C L <br /> r1 \ � PROCESS WATER BOUNDARY <br /> - NON-INTERCEPTABLE AREA) WEST <br /> ( <br /> PORTAL <br /> ULTIMATE CANAL-2,355 ACRES <br /> ;. <br /> 64ST BRAN AFFECTED <br /> — RESERVOIR _ u LAND <br /> CLAIM WATER) BOUNDARY <br /> " _ <br /> MINE ORE <br /> P ,", ( \ ,` s �✓/ • . . ,.. CONVEYOR <br /> HORSESHOE DIVERSION <br /> EAST BRANCH FLOOD BYPASS <br /> (RAW WATER INTAKE AND BYPASS) (60"CMP) —� \~ <br /> �lPC2/PC3 <br /> 14 ( '_ TRANSFER <br /> )J�III <br /> STATION <br /> SCALE <br /> LITE CREEK RESERVOIR 1000• 0 1000' 2000' <br /> (RAW WATER INTAKE AND BYPASS) coNrouR INTERVAL 5 FT. <br /> NOTES: <br /> 1. BASE MAPPING PREPARED BY AEROMETRIC USING 2010 AERIAL PHOTOGRAPHY. <br /> �( 2. 2019 FACILITY LOCATIONS PROVIDED BY WHEELER(HENDERSON MILL SITE MAP, <br /> _ FIG.1 SEPT.2019) <br /> �F <br /> 1 D.M.SUBMITTAL 1]!I/2018 OTHERS RLM NH <br /> D DRAFT 1-.-,B OTHERS RLM AIH <br /> REV. REVISIONS DATE DESIGN BY DRAVNM BV REVIEWEDAND <br /> SIGNED BY <br /> Climax Molybdenum <br /> A Fm*&-M"bn Grp" <br /> PROJECT: HENDERSON RECLAMATION PLAN <br /> p DRAWING TITLE: <br /> ba MILL TO WEST PORTAL FACILITY MAP <br /> PROJ.NO.120. <br /> F PROJECTBCONSTRUCTIONMANAGEMENT FIGURE: SHEET <br /> ENGINEERING.GEOLOGY.SURVEYING <br /> 3 1 OF 1 <br />