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n <br />RAA-rf'%Wl IKIF= QC= TWIG 4ZWr-:r:T =1 nIA/ Dini-IT <br />W <br />W <br />W <br />DU) <br />z <br />0- <br />z <br />0 <br />F- <br />W <br />W <br />F- <br />U) <br />W <br />LL <br />m <br />-17 <br />x <br />W <br />y <br />IF-q <br />01 <br />- <br />-m <br />Oil <br />Cq <br />I <br />LL <br />r <br />W <br />W <br />UJI <br />(D <br />W <br />z <br />FaC <br />- <br />N �Z j) <br />W ww-2 <br />% <br />W— <br />fv, rl— <br />& <br />f <br />WW49 1101 y <br />Nm <br />H <br />-Z <br />LU <1 <br />""WW-6 <br />n_✓ roc: i _.., g ---. ,`.-, '``.r""" " e°•-_ � - f , i i <br />NA <br />ij <br />RECLAIMED AS <br />UPLAND MEADOW -...- a { Ida' <br />ek <br />20 <br />C.REF` A F F <br />W -rFRLINE EASEMEN7\ <br />30''TODD CREEK UTILITY �9 <br />el <br />f'' <br />& WjATERLINE EASEMENT <br />=4940- <br />-4930 <br />............ <br />TOP OF <br />II SLURRY RESERVOIR <br />WALL \ , ///� � 1 f -,_ � <br />I III � 1 � 1 /�- <br />� IIII���, I � 1 //� <br />j � � o� to � / % - - <br />1I ,� 1 N I <br />APPROXIMATE HIGH )00,-.f-� <br />000e� <br />I ,- I jWATER LINE�/� �/ .. -- ... <br />— <br />r III / �... -.._. _....:....... - <br />II I I j / <br />/� <br />jjj� <br />Q) p/ <br />C <br />I, , I / \ A <br />ii. II / <br />j /WATER STORAGE%� <br />C)�/ _ <br />e <br />RESERVOIR BI /%// j; :.` / <br />AREA ± 83.8 AC <br />NHWL ELEV 4953.4'-\ \ '-�,__-- r—- <br />- // �/ I .-. <br />.- — --... �---..—�, / <br />�5- <br />NHWL AREA 81.4 AG <br />( III - <br />\ /E, ;/ _70-_----- <br />APPROXIMATE LOCATION OF THE SOUTH <br />U <br />V <br />I II ,PLATTE RIVER TOP OF CHANNEIL PER <br />,� \ ,�f,.� <br />APRIL 2002 UDFCD MASTER PLAIN STUDY <br />JillBY CAMP, DRESSER AND MCKEE <br />II Ilf \ --- - _ pIII IIII�.I►�-j <br />00 <br />I� 1I Ire ` \ _ . j( IIIi,:, I( sr \ ' 70 <br />11I �, IIII � � �I r <br />I iI � II \. III {I III . , ,� <br />II \ \ III I III ,, 4 _ r <br />� II, , I I � : <br />EIII��C -.. __ I � III � , ---- — <br />,',� ,III .._ \ \ \ �. II II I I• y . � <br />III � <br />MORGAN SMITH t-: _. • • <br />II ,ell, <br />f <br />7 x\ NATURE AREA <br />(CITY OF BRIGHTON) lf <br />I I I \\ \ I I II fl000 <br />I II I . '..- ::-.. i- <br />I I III -....' . - � <br />�III \ � II � :.,:.....:---- :-;: <br />I I . `\� I III II i � r.. _a_ :-.--._.:... � <br />I I ` I I � , .- ... .- . . <br />1 �I I - � <br />r-.- I I �I,I III ...-- ... o::. i <br />III 1 �l - � <br />IIII \ I� .:Qo•..:... I <br />oo" <br />1 I If l �/ // R. i r <br />ww-44 <br />,, <br />III� I -- it// / ... - N, <br />it I . //�� � : - ..,, <br />• f I I / �/ ... _ � I <br />II I I --J ; f <br />` ... <br />uL)-u CREEK <br />40 �E- <br />-ACILITY EASFMF-N <br />____---4950 <br />HWY 7 <br />HWY 7 z., <br />40 <br />CERTIFICATION: <br />RECENED <br />NOV 2 N19 <br />EvisION OF RroG6AMATtoN <br />m000 k tory <br />THIS MAP WAS 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 />1118/2019 <br />THOMAS HESEMANN DATE <br />0 <br />.000, <br />J /001 <br />0 100' 200- 400' <br />I � � tip: ..:-, / <br />.00- SCALE: 1 200' <br />.000, <br />168TH AVENUE <br />CONVEYOR ROUTE <br />RECLAIMED AS <br />UPLAND MEADOW <br />p <br />�i�li�!qi <br />p', <br />W <br />W <br />H <br />op tt <br />z <br />0 <br />0 <br />0 <br />....... ... <br />LEGEND: <br />MINE PERMIT BOUNDARY <br />TRACT BOUNDARY <br />EASEMENT <br />EFFECTIVE FLOODWAY <br />EFFECTIVE ZONE AE <br />EFFECTIVE ZONE X <br />PRE-PROJECT/MINING <br />CONDITIONS 100-YR FLOODPLAIN <br />EXISTING WETLAND BOUNDARY <br />• <br />EXISTING EDGE OF WATER <br />----4900- <br />EXISTING 2'CONTOURS <br />—x—x—x—x— <br />EXISTING FENCE <br />EXISTING EDGE OF ROAD <br />UE <br />EXISTING ELECTRIC LINE <br />OE <br />EXISTING OVERHEAD <br />ELECTRIC LINE <br />G <br />EXISTING GAS LINE <br />—W- <br />EXISTING WATER LINE <br />OT <br />EXISTING TELEPHONE LINE <br />PROPOSED SLURRY WALL <br />4900 <br />PROPOSED 2' CONTOURS <br />RESERVOIR ACCESS ROAD <br />EXISTING ASPHALT ROAD <br />EXISTING SOUTH PLATTE RIVER <br />UDFCD STABILIZATION <br />PROPOSED COTTONWOOD TREE <br />(LOCATIONS SUBJECT TO CHANGE) <br />PROPOSED SHRUB BEDS <br />(LOCATIONS SUBJECT TO CHANGE) <br />0 <br />S. ROW LINE <br />168TH AVE. <br />CITY OF THORNTON <br />RESERVOIR <br />MATCHLINE SEE THIS SHEET ABOVE LEFT <br />KEY MAP <br />N <br />NOT TO SCALE <br />> WHIR <br />1 -r I -r <br />im I-- F- 1-- <br />W <br />Cf) <br />W z W <br />cf) 0 U) <br />Z <br />Z a- <br />0 U) 0 <br />0— W Q- <br />co W W <br />W <br />WW W <br />W W W <br />> > <br />W W <br />o Ix <br />< CY < <br />Z 0 :j W 0 <br />D <br />a 0 <br />W < W <br />0 0 <0 <br />< Z <br />Cn W o 0 <br />LLJ —W W <br />io U- W F- <br />0) 0) <br />LLJ 0) <br />to <br />6 <br />z <br />Wl'-UUU. <br />W <br />z <br />:3 <br />op <br />F- <br />0 <br />U) <br />U) n <br />< <br />F- <br />Z <br />o o <br />W <br />'17 <br />x <br />�-- <br />,� <br />W <br />W <br />< <br />W <br />< <br />J <br />0 <br />C) <br />LU <br />W <br />Project No.: 200-235 4-18004 <br />Designed By: <br />Drawn By: <br />Checked By: <br />F-3 <br />EXHIBIT <br />m <br />0 <br />A Bar Measures 1 inch <br />