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II III <br />� <br />DI <br />I � �..� •, �,h��"- <br />� / �p TOP OF <br />RESERVOIR \ r <br />w <br />wdo <br />/ <br />l 1 / E '• �J / � I I� <br />- <br />c, �, �� ,� v , .-- v III <br />I <br />EASEMENT AND/OR ROW <br />./f•:.y jI I <br />Q, 1EST AND 50 EAST OF f { CITY OF AIUROR \ I I I <br />/y DES R.IBE]D CENTERLINE ...,, 1 <br />o- i q r� �" �, 1 � to g CULVERT 1 `� �-•-- /I I II <br />CO <br />I I <br />z p EASEMFI T <br />f , <br />40 <br />C !/ i I f f z 1 --- ----- —= / <br />- <br />4 w � 1 �',► ••.".-.,. s '•ter' rr. ''' <br />HWY 7' <br />VJ <br />W % /,ram -'/ / --LL <br />.-` <br />(+ . ..... <br />vl <br />1 <br />44 .. �. <br />U) f 1 / • m '— ti ,,.� / AREA BACKFILLED TO <br />'! PRE -MINING GRADE PER <br />FLOODPLAIN USE PERMIT <br />CITY OF AURORA <br />CD �,� t `� ACES '�, r <br />$ �'• • EASEMENT I�OR _ ATE LI E EASE1VE7 _ RECLAIMED AS <br />CITY OE -A " `\ <br />LLJ'/ - l �,`�.. BRIGHTON UPLAND MEADOW <br />_0' �,�"�IDE. UTILITY = ~' �``- RETURN AREA ±14 7 AC <br />EASEMENT TO PSCO%)_/' <br />g 0' ROW FOR INGRESS/EGRESS <br />b � <br />o:,� TO BLOOM PARCEL- ° WW-59 <br />AREA RECLAIMED AS <br />/ I WW-33 WW-5$ <br />~` UPLAND WILL RECEIVE A <br />n CY),� U�i�1�(-6 If l _ ; • � � � .� '`�-. `` .�.,,,.. � MINIMUM OF 6-12" OF <br />11►, <br />TOPSOIL <br />Co <br />.. � � ems•, <br />-_ io E T I_!RN EASEMENTM ` <br />w <br />z_ _ `, �► <br />w""Y.. <br />U) <br />0 <br />` <br />0 f I _tea`,1ti -- <br />'2" jl <br />Q ( WW-28' r ( \ <br />/ f <br />F- / WW <br />�'j =411 <br />00�' <br />Lo s \ f <br />WW-31 <br />,�, / • C <br />CNI <br />LL <br />F_ <br />U) <br />w <br />w <br />U) <br />w <br />z <br />V <br />I— <br />cQ <br />G <br />CERTIFICATION: <br />THIS MIAP WAS PREPARED BY TETRA TECH IN COOPERATION WITH <br />AGGREGATE INDUSTRIES-WCR, INC. AGGREGATE INDUSTRIES-WCR, <br />INC. WIILL 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 /8/2019 <br />THOMtiAS HESEMANN DATE <br />RESERVOIR <br />ACCESS ROAD <br />FROM SLURRY <br />WALL 20' - 30' <br />MIN. SETBACK <br />SLURRY / <br />WALL -� <br />3' MIN <br />rpt� <br />TOPSOIL, SEED <br />AND MULCH <br />FINAL RECLAMATION <br />3H:1 V SLOPE <br />- 0.5HAV INTERIM <br />TEMPORARY SLOPE <br />DEWATERING <br />TRENCH <br />NORMAL HIGH WATER <br />ELEVATION <br />ASSUMED BASE OF <br />RESERVOIR AT <br />BEDROCK <br />1:4 4tg LTA AK <br />NOY 20 7019 <br />M QN OF RECLAMATION <br />MINING & SAFE <br />TYPICAL RESERVOIR CROSS-SECTION <br />NTS <br />NOTE: UNDERGROUND UTILITIES NOT SHOWN. <br />f <br />TSMW 14 <br />ITSMW 15 <br />• TSMw � s <br />I TSMW- <br />MONITORING WELL LOCATION MAP <br />ors <br />N 0 100' 200' 400' <br />SCALE: 1" = 200' <br />LEGEND. <br />---------------- <br />doom -- <br />x x x x <br />UE <br />OE <br />G <br />W ._._ <br />OT <br />4900 <br />NHWL <br />o <br />o0 <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 />EXISTING EDGE OF WATER <br />EXISTING 2' CONTOURS <br />EXISTING FENCE <br />EXISTING EDGE OF ROAD <br />EXISTING ELECTRIC LINE <br />EXISTING OVERHEAD <br />ELECTRIC LINE <br />EXISTING GAS LINE <br />EXISTING WATER LINE <br />EXISTING TELEPHONE LINE <br />PROPOSED SLURRY WALL <br />PROPOSED2'CONTOURS <br />RESERVOIR ACCESS ROAD <br />EXISTING ASPHALT ROAD <br />EXISTING SOUTH PLATTE RIVER <br />UDFCD STABILIZATION <br />NORMAL HIGH WATER LINE <br />168TH AVENUE <br />CITY OF <br />CITY OF <br />THORNTON <br />AURORA <br />RESERVOIR <br />RESERVOIR <br />[ <br />[ <br />y <br />SEC. <br />1 <br />EAST AREA <br />[ <br />-- <br />AVENUE <br />CO HWY 7 _... -4- <br />J <br />Q <br />0 <br />SOUTH A E <br />cii <br />SEC. <br />12 <br />r 1-v <br />KEY MAP <br />NOT TO SCALE <br />E w v- cv <br />0 o M <br />U <br />N <br />6CCD' '? <br />a) WOE <br />U <br />cn �: c) <br />�. 4) 0 m <br />m <br />u� 0 0 <br />C/iJa <br />0 <br />0 <br />rn <br />w <br />w z w <br />Z <br />a.W° <br />U) U) <br />� W � <br />w w W <br />� � w <br />v Iz <br />U � U <br />O W 0 <br />w Q w <br />a- Q 0 0 <br />CD ° w <br />W WWf� _ <br />0 LL w P <br />uj CF) cri <br />�- e- <br />� tD a`o <br />v <br />Q <br />b <br />w <br />Z <br />DL <br />� <br />Z <br />U <br />3-0j <br />� <br />U) <br />CL <br />W <br />w <br />�' <br />z <br />1— <br />W <br />00 <br />0 <br />CQ <br />z 0 <br />06 <br />�.. <br />Z <br />ow <br />U <br />= <br />Q <br />w <br />Q <br />G <br />x <br />ww <br />1..1.. <br />w <br />�w <br /><C <br />O <br />C!) <br />Project No.: 200-23514-18004 <br />Designed By: <br />Drawn By: <br />Checked By: <br />N F�2 <br />EXHIBIT <br />Bar Measures 1 inch <br />X <br />