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2018-11-21_REVISION - M2004044 (18)
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2018-11-21_REVISION - M2004044 (18)
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Entry Properties
Last modified
6/15/2021 2:37:04 PM
Creation date
11/21/2018 1:41:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004044
IBM Index Class Name
Revision
Doc Date
11/21/2018
Doc Name Note
Map C-5
Doc Name
Request For Amendment To Permit
From
Aggregate Industries-WCR
To
DRMS
Type & Sequence
AM1
Email Name
JLE
MAC
Media Type
M
Archive
No
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"`,. y i i i , 1° r i� 5 <br />s <br />IF <br />20 TODD CREW: <br />DE <br />_ <br />- •- LINE EASE NT _-- <br />` 30' TODD CREEK UTILITY <br />` �� � l �.�, , J � � f �.- <br />c - & WATERLINEA EME:I' 3 `1 ----_ �,r <br />V�/ W .. <br />-` <br />— <br />SLUR � ................ <br />SLURRY WALL <br />.,,. <br />_ SETTLING POND/ , ,... _:.. .. �. . <br />DISCHARGE POINT ("13 •` <br />C-6 <br />oa g• <br />I44 <br />12 PIPE FOR <br />l <br />DEWATERING <br />oe <br />�'CONVEYOR EAST AREA <br />CROSSING (PHASE 3) <br />i <br />r / NO SURFACE STOCKPILES EAST j <br />OF EFFECTIVE FLOODWAY <br />w <br />SETTLING POND/ <br />io <br />cn\ L ` DISCHARGE POINT <br />i <br />J 1 <br />., <br />gr <br />—XISTING UDFCD Joe N.. <br />0000 <br />EASEMEN' ITr owl <br />APPROXIMATE LOCATION <br />TOP OF BANK PER APRIL % t <br />60' ROW ` 2002 UDFCD MASTER PLAN <br />l / ,/ <br />3o Row � I � � � / �, /�/ • ., .. � <br />RESERVED II <br />HAUL ROAD <br />9 I LIMIT OF MININ <br />SITE ACCESS EXCAVATIO <br />SLURRY WAL <br />SETTLING POND/� <br />DISCHARGE POINT I/ / •�� <br />o <br />i 1y F A II. <br />// r <br />-HWY 7_ — <br />i r <br />' . <br />5 <br />CERTIFICATION: <br />THIS MAP W/AS PREPARED BY TETRA TECH IN COOPERATION WITH <br />AGGREGATE INDUSTRIES-WCR, INC. AGGREGATE INDUSTRIES-WCR, <br />INC. WILL KEEP THE DIVISION OF RECLAMATION, MINING, AND SAFETY <br />INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION <br />PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS <br />OR AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE <br />LIFE OF THE: MINE. <br />11/19/2018 <br />THOMAS HESEMANN DATE <br />_1 <br />60' ROW 168TH AVENUE <br />0 <br />'— OFF SITE <br />CONVEYOR <br />CITY OF <br />THORNTON <br />RESERVOIR <br />0 <br />LEGEND: <br />7 <br />CONVEYOR TO CROSS INTO <br />WELD COUNTY AND CONTINUE <br />TO WATTENBERG MINE UNDER <br />SEPARATE PERMIT <br />L / fkv/ <br />� I �f1 r i <br />/ �. 1 <br />0 100' 200' 400' <br />I <br />SCALE: 1" - 200' <br />CITY OF THORNTON <br />RESERVOIR <br />168TH AVENUE <br />CITY OF <br />AURORA <br />RESERVOI <br />MINE PERMIT BOUNDARY <br />AST ARE <br />— — <br />TRACT BOUNDARY <br />U <br />EASEMENT <br />EFFECTIVE FLOODWAY <br />— — — — — — — — — — — — — <br />— _ EFFECTIVE ZONE AE <br />— <br />— EFFECTIVE ZONE X <br />Z <br />PRE-PROJECT/MINING <br />EAST 160th <br />CONDITIONS 100 -YR FLOODPLAIN <br />EXISTING WETLAND BOUNDARY <br />E <br />EXISTING EDGE OF WATER <br />�." <br />EXISTING 2' CONTOURS <br />o <br />EXISTING FENCE <br />Z0 <br />EXISTING EDGE OF ROAD <br />EXISTING ELECTRIC LINE <br />J <br />`t <br />EXISTING OVERHEAD <br />ELECTRIC LINE <br />AREA <br />EXISTING GAS LINE <br />�� <br />EXISTING WATER LINE <br />0 <br />EXISTING TELEPHONE LINE <br />— — -- <br />PROPOSED SLURRY WALL <br />• <br />LIMIT OF MINING EXCAVATION <br />C- <br />PER SLOPE STABILITY ANALYSIS <br />DEWATERING TRENCH <br />DW DW DW <br />12 PIPE FOR DEWATERING <br />w <br />ON SITE HAUL ROAD/CONVEYOR <br />PROPOSED ACCESS <br />OVERBURDEN & TOPSOIL STOCKPILES <br />W <br />W .Wi• �y W W W <br />W. <br />Q <br />TOPSOIL BERM W/ GRASS COVER SCREENING <br />SETTLING POND/DISCHARGE POINT <br />EXISTING ASPHALT ROAD <br />0 <br />EXISTING SOUTH PLATTE RIVER <br />UDFCD STABILIZATION <br />CONVEYOR TO CROSS INTO <br />WELD COUNTY AND CONTINUE <br />TO WATTENBERG MINE UNDER <br />SEPARATE PERMIT <br />L / fkv/ <br />� I �f1 r i <br />/ �. 1 <br />0 100' 200' 400' <br />I <br />SCALE: 1" - 200' <br />CITY OF THORNTON <br />RESERVOIR <br />168TH AVENUE <br />CITY OF <br />AURORA <br />RESERVOI <br />W - N <br />o I o 0 <br />U r— Lo N <br />0 �00� <br />NCA O IF - <br />LU <br />m .�� <br />Co s 0 <br />N C: 0 <br />E" <br />`)°o <br />� J � <br />o �- <br />rn <br />W <br />m <br />w <br />a <br />0 <br />U <br />Z <br />AST ARE <br />M <br />IN UT AREA <br />U <br />W <br />I <br />U <br />Q <br />Z <br />U) <br />W <br />EAST 160th <br />U <br />d <br />E <br />O o <br />�." <br />CO HWY 7 <br />o <br />D <br />Z0 <br />� <br />J <br />`t <br />SOUTH <br />W 0 <br />AREA <br />Z <br />�� <br />SEC. <br />0 <br />z <br />12 <br />F- <br />W - N <br />o I o 0 <br />U r— Lo N <br />0 �00� <br />NCA O IF - <br />LU <br />m .�� <br />Co s 0 <br />N C: 0 <br />E" <br />`)°o <br />� J � <br />o �- <br />rn <br />W <br />m <br />w <br />a <br />0 <br />U <br />Z <br />Project No.: 200-23514-18004 <br />Designed By: <br />Drawn By: <br />Checked By: <br />KEY MAP N <br />C�5 <br />NOT TO SCALE <br />EXHIBIT <br />Bar Measures 1 inch <br />M <br />U <br />W <br />U <br />Q <br />Z <br />U) <br />W <br />F- <br />� W <br />U <br />d <br />E <br />O o <br />�." <br />0. <br />o <br />D <br />Z0 <br />(D <br />0 <br />oW =WZ <br />Z <br />�� <br />X <br />0 <br />z <br />W <br />F- <br />W <br /><C <br />C- <br />I-- <br />G <br />w <br />U) <br />Of <br />Q <br />W <br />0 <br />Project No.: 200-23514-18004 <br />Designed By: <br />Drawn By: <br />Checked By: <br />KEY MAP N <br />C�5 <br />NOT TO SCALE <br />EXHIBIT <br />Bar Measures 1 inch <br />
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