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N <br />W <br />1 <br />.� ODD CREEK ) <br />EASEMENT <br />RIGOTONJDITC Jy_—: <br />1 I// EASEMENT AND/OR ROW' 1; <br />30' WEST AND 50' EAST OF <br />► E i <br />''� •; �; DES RIBED C NTERL INE00 L <br />- <br />10' C U LVE R-1 � I <br />EASEMENT w� �� <br />cn <br />- <br />4 <br />to ' <br />Q �, ,�' rte/ � �, �,,, ,,,,,. �,,,.. �� �� ��� - ;.. • .. � � .r . �>.,��> �a_��-."r,,,�. -- - <br />Q r <br />.._' <br />a <br />o RI � � � � e � <br />1 �,- <br />�, <br />Q_j j __ __ <br />w �, ��._._ � ``� 25' ACCESS , CITY OF AU <br />rY / { rr.A� �` WATERLINE <br />.CEMENT FOR <br />co <br />CITY OF AURORA.: � <br />%4 <br />40' WIDE UTILii x� <br />cn , <br />U-1 EASEMENT TO PSC01 ♦a� ~'` <br />d., <br />LU / 1, �` f 30°IOW FOR INGRESS/EGRET . <br />_ TO BLOOM PARC:... /I <br />LO t <br />CD <br />4 <br />/ C <br />F/ ) �" <br />w I 0 i <br />O ,4 t / \ <br />o <br />IL <br />M / r <br />r y 9 <br />CY) • i 1 <br />0o ( -' <br />o <br />O <br />3 <br />M <br />LL <br />1- <br />2 <br />U) <br />w <br />w <br />U3 <br />w <br />Z <br />J <br />U <br />Q <br />4 <br />CERTIFICATION: <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 NECESSAR)( THROUGHOUT THE <br />LIFE OF THE MINE. <br />111/19/2018 <br />THOMAS HESEMANN (DATE <br />0 100' 200' 400' <br />SCALE: 1" = 200' <br />5 <br />FROM SLURRY <br />WALL 25' MIN. <br />SETBACK <br />3' MIN <br />RESERVOIR <br />ACCESS ROAD <br />C.1 <br />LEGEND: <br />7 <br />TOPSOIL, SEED <br />AND MULCH <br />FINAL RECLAMATION <br />3H:1 V SLOPE <br />- 0.5H:1 V INTERIM <br />TEMPORARY SLOPE <br />—TEMPORARY <br />EXCAVATION <br />DEWATERING <br />TRENCH <br />NORMAL HIGH WATER <br />ELEVATION <br />ASSUMED BASE OF <br />RESERVOIR AT <br />BEDROCK <br />TYPICAL RESERVOIR CROSS-SECTION <br />NTS <br />NOTE: UNDERGROUND UTILITIES NOT SHOWN. <br />168TH AVENUE <br />CITY OF <br />CITY OFIt THORNTON <br />a AURORA RESERVOIR <br />RESERVOIR <br />SEC. <br />1 EAST AREA <br />A EA <br />A VENUE Q`'P <br />CO HWY 7 <br />I <br />W <br />SOUTH ARE O � <br />4 <br />w� <br />SEC. <br />12 <br />KEY MAP <br />NOT TO SCALE <br />MINE PERMIT BOUNDARY <br />w0N <br />�- — — — <br />— --- TRACT BOUNDARY <br />' O °� <br />r" Lf)CV <br />EASEMENT <br />-'— <br />EFFECTIVE FLOODWAY <br />EFFECTIVE ZONE AE <br />(0oti <br />— <br />— EFFECTIVE ZONE X <br />,; U .-, <br />PRE-PROJECT/MINING <br />CONDITIONS 100 -YR FLOODPLAIN <br />EXISTING WETLAND BOUNDARY <br />--- <br />EXISTING EDGE OF WATER <br />s= E" <br />EXISTING 2' CONTOURS <br />x x <br />x EXISTING FENCE <br />EXISTING EDGE OF ROAD <br />EXISTING ELECTRIC LINE <br />UE <br />OE <br />EXISTING OVERHEAD <br />ELECTRIC LINE <br />-- G <br />- EXISTING GAS LINE <br />W <br />EXISTING WATER LINE <br />EXISTING TELEPHONE LINE <br />OT <br />— — <br />PROPOSED SLURRY WALL <br />PROPOSED 2' CONTOURS <br />4900 <br />RESERVOIR ACCESS ROAD <br />EXISTING ASPHALT ROAD <br />EXISTING SOUTH PLATTE RIVER <br />UDFCD STABILIZATION <br />NHWL <br />NORMAL HIGH WATER LINE <br />TOPSOIL, SEED <br />AND MULCH <br />FINAL RECLAMATION <br />3H:1 V SLOPE <br />- 0.5H:1 V INTERIM <br />TEMPORARY SLOPE <br />—TEMPORARY <br />EXCAVATION <br />DEWATERING <br />TRENCH <br />NORMAL HIGH WATER <br />ELEVATION <br />ASSUMED BASE OF <br />RESERVOIR AT <br />BEDROCK <br />TYPICAL RESERVOIR CROSS-SECTION <br />NTS <br />NOTE: UNDERGROUND UTILITIES NOT SHOWN. <br />168TH AVENUE <br />CITY OF <br />CITY OFIt THORNTON <br />a AURORA RESERVOIR <br />RESERVOIR <br />SEC. <br />1 EAST AREA <br />A EA <br />A VENUE Q`'P <br />CO HWY 7 <br />I <br />W <br />SOUTH ARE O � <br />4 <br />w� <br />SEC. <br />12 <br />KEY MAP <br />NOT TO SCALE <br />W <br />H <br />O <br />Go <br />W <br />Q <br />z> <br />Q <br />v w <br />Z ry <br />D; Q Z <br />U <C <br />U <br />w w V' w Z <br />IY Q U F- <br />�-- U)- O <br />Cn z o Co 06 F— <br />ow = Q Q <br />z �LLJ xw� <br />LU w d <br />Q Q _I <br />(D = U <br />� <br />�ry <br />W <br />D <br />Ca O <br /><C UJ <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 />E <br />w0N <br />O <br />U <br />' O °� <br />r" Lf)CV <br />V <br />) <br />a;0 04 <br />(0oti <br />Wm <br />,; U .-, <br />4- C 0 <br />moo <br />s= E" <br />U) O o <br />� J d <br />O <br />C:) <br />rn <br />W <br />H <br />O <br />Go <br />W <br />Q <br />z> <br />Q <br />v w <br />Z ry <br />D; Q Z <br />U <C <br />U <br />w w V' w Z <br />IY Q U F- <br />�-- U)- O <br />Cn z o Co 06 F— <br />ow = Q Q <br />z �LLJ xw� <br />LU w d <br />Q Q _I <br />(D = U <br />� <br />�ry <br />W <br />D <br />Ca O <br /><C UJ <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 />