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LEGEND: FLOOD PLANE PREPARED UNDER THE SUPERVISION OF <br /> r <br /> PROPOSED PERMIT BOUNDARY [ E EXISTING BURIED ELECTRICAL <br /> T <br /> off off EXISTING OVERHEAD ELECTRICAL � <br /> ��� 4- ��T�I+ �T� SLURRY WALL ALIGNMENT <br /> Fo Fo EXISTING FIBER OPTIC NAME Kyle S.REgan P.G. DATE <br /> .►` ,� CIVIL RESOURCES <br /> 10 <br /> — — PROPOSED MINE LIMIT - _ — <br /> � WATERWAY � <br /> �5740 PROPOSED MAJOR CONTOUR h <br /> 0� MONITORING WELLS �� � QUALIFIED ASAPROFEssIONAL GEOLOGIST As <br /> DEFINED BY COLORADO STATUTE. $30$COLORADO BLVD,SUITE 200 <br /> PROPOSED MINOR CONTOUR ' � -� FIRESTONE 303.83 CO 80504 <br /> ® ELECTRICAL BOX I• 303.83SOURC <br /> SP W W W.CIVI LRESOU RCES.COM <br /> X EXISTING BARBED WIRE FENCE � OVERHEAD ELECTRIC POLE 1I 1 <br /> EXISTING EDGE OF PAVEMENT 7 �� _ • <br /> EXISTING EASEMENT -' <br /> SECTION LINE - - ti NORre <br /> ' .: \ <br /> EXISTING RIGHT OF WAY +' _ _ 1' \ o o Ma�Q <br /> PROPOSED CONVEYOR `� L - \ -•�l ; !- <br /> (IN FEET) a <br /> c EXISTING GAS LINE h 00 / \ MARTIN MARIETfA <br /> K 0 ` <br /> W EXISTING WATER LINE ♦♦ ` A �\ AFFECTED AREA=543.5 ACRES `,•' 1627 COLE BLVD.SUITE 200 <br /> PROPOSED ACCESS ROAD 35,00 ' : 'J1r� �.• ` LAKEWOOD,CO 80401 <br /> y « <br /> o _/ '��EXISTING DIRT ROAD Know whaCs below. <br /> 30 <br /> � - � <br /> rR `r,�• * 1 10 •� Call before you digir <br /> . <br /> r Y O PHASE 2 T POND <br /> �( r • C ! Q <br /> 130.9 AC ES; ! �I y f ti RECLAIME AT 3:1 SLOPES <br /> �' . � 1 � �r 44 � I Y♦ti.� � 1,06 000 cv FILL _ -qWt � ~ <br /> 1 ° o <br /> ti f o- <br /> PRIMARY FRESHWATER AND 00 <br /> 1 �i-` R - •�� <br /> SILTATION PONDS PHASE 3 WEST POND o •� �: f z I--I <br /> aCKFILLED <br /> ..' TO NATIVE GRADE 50.2 ACRES <br /> = 190,000 CY FILL F / I RECLAIMED AT 3:1 SLOPE �•• .- •ti r + <br /> = 414,000 CY FILLv7pwwrw <br /> { � h - r� ✓ \ - mar . / �. 0 W D <br /> Ali <br /> ..it 1 , y 'mil o - FILL TO 400'FROM RIVER BANK - , - - - �yI N 0�:.............:.' 1 SEE SECTION THIS SHEET W5� <br /> •MINE LIMIT `i � V <br /> •d r T <br /> FILL TO 400'FROM RIVER BANK <br /> 1 / Ok 00 / SEE SECTION THIS SHEET <br /> ` ....I _ •; �1 1 r REVISIONS <br /> r }r •. R �� NO DESCRIPTION DATE <br /> 1� ............ ♦♦ MINE LIMIT • -A - `�/`_.. `�l •�*l' ' d'. SEED MIX <br /> m - ''''''''''''''''' ♦ F -, 'S 1 ♦ ' •,J2 �, Western Wheatgrass(Amba,Barton,Rosana)2.501bs pls/acre <br /> o r .nN •' `•1� �.Z#y �. Blue Grama(Hachital,Lwington)1.501bs pls/acre <br /> L ............ >::J <br /> a 16 ♦ a r .e ! r.t Sideoats Grama(Vaughn,Butte,Niner,El Reno,Haskell)2.251bs pls/acre <br /> p ML= =000 _ �.pN ,, Smooth Brome(Lincoln,Manchar)2.00 Ibs pls/acre <br /> Sand dropseed 0.251bs pls/acre <br /> , } ; Perennial Ryegrass(Calibra or Garibaldi tetraploid)0.751bs pls/acre <br /> SECONDARY FRESHWATER AND SILTATION PONDS Slender Wheatgrass(Pryor,Revenue or San Luis)2.501bs pls/acre <br /> BACKFILLED TO NATIVE GRADE r Alkaligrass(Fults II,Salt on Sea)1.25bs pls/acre <br /> a - 190,000 CY FILL Switchgrass(Nebraska 28,Blackwell)1.00Ibs pls/acre <br /> vi <br /> } �r Total:14.00 pound pls/acre <br /> 6 <br /> SLURRY WALL <br /> SLURRY WALL OVERLAP IN CLAY LINER KEY 200 TO RIVER BANK <br /> y 8' 25' 200' —. <br /> cD <br /> _ _ <br /> �_ _ _ _ _—III I—III—III—III—III—III—III—III—II <br /> _— —III _ _—I —I —I I—III—III—III—III—III—III—III DESIGNED BY: GL DAL:14/06/2022 <br /> _A <br /> _ __ _ _—III—III—III—III —III—III—III—III—III—III—I d DRAWN BY KR SCALEAS NOTED <br /> CHECKED BY GL AS NOTED <br /> RECLAMATION SLOPE 3 III —I 3 OB ND 296 DD1.04 <br /> CLAY UNER — <br /> 1 — <br /> II— I III—III—III �_ _ III—III—III—III—III—III—III— I_I I—III—III—III—III—III—I DWG NAME Mining Plan dwg <br /> _- -I I—III—III—III—III—III _—III—III—III—III—III—III—III—III—III III—III—III—III—III—III—I <br /> — I—III—III—III—III—III—III—III—I —III—III—III—III—III—III—III—III—III—III —III—III—III—III—III—III MINE SLOPE <br /> I—III—III—III—III—III—III—III=1 MINE SLOPE =III=1 =I =I I=III=III=III=III=III=III=I =I III=III=III=III=III=III= RECLAMATION PLAN <br /> = I 1011=III=1 I =1 =1 =1 =1 =1 =1 =1 — =1 -1 -1 =1 =1 =1 -1 -1 -1 -1 -1 -1 =1 1= =1 -1 -1 -1 -1 -1 <br /> -7\:7-T-7 <br /> MAP <br /> BEDROCK <br /> BEDROCK <br /> 4'DEEP KEY <br /> SHEET: <br /> TYPICAL SECTION RECLAMATION SLOPE WITH SLURRY WALL TYPICAL SECTION RECLAMATION SLOPE ALONG RIVER WITH CLAY LINER AND SLURRY WALL OVERLAP EXHIBIT-F 1 <br /> NOT TO SCALE NOT TO SCALE <br />