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i' <br /> / j , <br /> -US HWY 40 <br /> ~TDED _ r _ o V) - ~ - ~ <br /> ~ n i-, MILNER Y <br /> NURTH _ - ~ <n~~~, <br /> 2NG .AVE. <br /> ~ P.M., w~-u, _ rr~,- Q <br /> ~_i 1.x~- J ~ i ~ <br />f _ ~ 1 ~ J ! \ ~ C Q' (5 <br /> % 7 ' ~ ~p ' ° z ~ w <br /> ~ ~S 7;Iti i c. p n 1: Z~ i--- O <br /> ~ t-1-Y r~ ~~-1-"a ~ _ <br /> uu 1'~ p <br />w~~~ ~_t~ ~ V F 41] ~ <br />_ ~ ~ C ~ YAMPA RIVER ~ W <br />J ~ 1C' O vi ~ ~ " - i - - _ ~ ~ ~ ~ ~ <br />_ v v v o - o c o ~ ~ vL~~ ~ _ ~l_ LSD (~C ( }L, r )Vt 1~ ~ , ~C~~ <br />~ EXISTING C/1MILLETTI c ° ~ - ~ MILNER ~'IT ~2 ~ <br />7 1 - - ~ ~ ~ ~ _ c~ 1v~c~,. _ ~ C__~ ~~_J C ~ L~(} 7 J 1 / ( J S~_7~ c> )c~~?~~1v.>~° 7c.~ )v(w ;c~ ~ ) ~ 1 J ~ <br />A ~ J.w )~~~k~,_)t. ~l\_/l ~ ~ - = )o~)v~1cZ~c~,Jc>i_.)c7C c~C ~)c<)c ~wC, l~~ ~ ~ ~ ~ <br />r RIVER ISLAND ="~5~=~~ ~ ~ _ ~o _ _ _ ` ~c 7 w(_ . r ~ ~ G-v<~~ ~ YAMPA RIVER ~ ~ ~ ~ )c- Off? . ~ ~ ~ ~ ~ r ~ 1 N Li <br />o - ~ . ca ~ i i cv C~ ~.f L , ~ ~ ~ RIVER ISLAND o ~ ~ j / <br /> i ~ ' ~ <br />~ .,1~~ C_ S C C._ c~ r. ~ l i ~ ~ ~ ~ I~ ~ ~ ~ ~ ~ ~ / / ~ ~ ~ ~ <br />- C_~(SCw~,.. ~o~-~ , - _ ~ J~_ _ ~ ~ Z _ _ <br />v r ~,~t_~~-> > ~ Rc~T cRFFir Q ~ <br />, <br />r ;o~- G_ ~ - pL - _ i a <br /><r ~ ,rte ~ ~ / ~ o <br />-x-~ - <br />c c ~ l~-~~ x-~x x~ ~ / ' m <br /> x_-x--X PROJECT LOCATION ~ w <br />~ ~1 - I <br />/ <br />- ~ ~ . x + i / ~ w <br />c,~' ~ l I ~..k i = VICINITY MAP ~ <br />~ v ~ Ar~r3o,. EDGE o~ ~ k x ~1~, SCALE 1 "=1000' <br />Sv~~ F~XISTII~G CQI-fON'~JbQD c~ ~ i~ ~x~ ~ ; ~ ~ , ~c>-~ , ~ , ,1 , If <br />- ) ~ '0 ~l = - ~I <br />~-~~Sc ~ i - c~~~~ 1 ~ ,i 11 II <br />r~ ~ ~ ~ EX. Ill BOUNDAR'f v i <br />„ J ~ o _ ~ -T~ , - - I I ~ ^^I~II <br /> / "1 <br />- ~ i • ~>'~:°o. ~ ~ PROPOSED PIT - 1 w ~ ~ ~r . ti ~ ~ N AR APP ~ !r LEGEND x <br />r ~ . . , 80,0 ACRES ~ ~ ~ _ ~ - I <br /> ~ ~ PIT BOUNDARY z <br />~s ~ 1 ~ ~ - _ _ ~ ` - x - EX, FENCE LINE ~ ~ <br />1.:'__, 1~ /Il~~~ . , . _ I r~~ ~ ~ nom, a - - 1 lx ~ EX. POWER POLE v <br />\ ~ - ~ ~ ~ ~ ~ WATER SURFACE ~ ~ ~ ~ c~- r, EX. POWER LINE w <br />~ ni l A ELEVATION = 6484 I / i ~ p ~ ~ I - - ~x:;ncces~ ~on~~ ~ ~ <br />E ~ s . \ ~ / p ~ . I 1 ~ ~r ( i _ ~~li ~~;~\~a ~ ~ ~ ~ ~ F r-c~-? - - ~ , - t-' - = EXISTING P1T ROAD z <br />~i~ . . . . , , _ r ~ ~ 1 _ ~ 4 . ~A, / x ~ EXISTING/PROPOSED EASEMENT - ~ i ~A~ EX. GAS LINE w <br />~OV 1V~r cj ~ . ~ `p <br />- 1 ~ AA <V - S S k~, ~ ~ - -11.~ . - - - - t , - / ,Ix - r~s- PROPOSED GAS LINE ~ ' _ ^ n ~ ~ ~ , i 1 FX. 100' f'C?VUER LII~1E EASEP,9Ei~T ~ -r~ PERMANENT POND <br />o- -n,. TM~ 1 fly . _ ~i; - ~ y~; <br />~ ,;,i~~'i l~~ . . . . . + ~ _ hr /~x__.-_ ~ <br />f ~ _ ~ ~ / l ~ I T `~-~~~d RIVER/CREEK SANDBAR <br />_ <-_r t~- ~ ~ . ~ ~ ~S Sl%. `Y_-,' <br />R I ~)L_ ~ ~ . . ~ I / _ry~~ it-~ ~ ~ RIVER ISLAND <br />~ ~ r%~'~;~ . <br />¢,-~~l,S~_- , / ~ I S . , . ~ v ~ . , A 1 I - NORMAL HIGH WATER MARK IN RIVER/CREEK ~ <br />- = : .PERMANENT POND •S~~•~~~ ~ <br />~ - - . . . . . . .WATER SURFACE . I ~ ~ ± CROSS SECTION LOCATION D <br />~ ~ _r - ,ELEVATION = 6484, . ~ ~ ~ f ~ ~ ~ ~ , 64 ~ , / ~ x _ z <br />m . . .4. . . . . . . . - _ ~ 1 zk-X-x-x X-x-z ~--z-x ~ , <br />. . . .'~'\~A\V ~ ~ r ~ ~ ~ 2:1 NOMINAL SLOPE ON FILL OR CUT ~ Q <br />6~/ . . . ~ ~ ~ \ i A` . I'A~ P 88 ~~~~~A\ \ / 6490 ~ _ _ ~ ~ _ _ ; G~~ - Yr~ = / _ p <br />A S . . . . ~ :S _ _ ~ A _ - 4;n~ ~ y~~~I~~INt' SIGNS 647 EXISTING CONTOUR N ~tG SIGN> J Q a <br />i p A ~ / ~ 6470 - PROPOSED CONTOUR ~ ~ ~ <br />6 ~ w ~ ~ - ~?~3 . ~ ~ _ = o_~ - rs. ~ _ ~;~s ~r~~,~~.~ , a <br />~ . . _ . _ ~ . . _ ~ - - _ ._~~~a~ '~AS WAS lNG SiGS <br />~ . Y . . . . - 4;Pa~ , mss,/ V ~ ^ d = j,, ~ ~ <br />A / , ~ - . . . . . . . . . . . . . \ ~ - _ ji~ J j/~^S - ~ ~ q w ~ ~ z <br /> 0 <br />LX, SC PSUCI, I_II~E S.SFME 3, ~ ~ - . _ , _ i = - ~ <br />4- _ _ ~ ~ - r ~ _ _ - ~ ~ .i= ~ ~ ~ ~6 ~p . _ X646- , . . . - ~ ~ ~ \ ~ . :mss! ~ Y~ Z ~ ~ <br />_ -i • • o <br />ins ;nl i ~ - i_ ` - ? - % ~S ~ " _ ~ ~ - . - , - _ ~ ~ ~ ~r H <br />„ ~ _ !~'/i~ nS', s- - 1 5 's . - i . " ~ - a T hhv~' <br />4~ ~ / ~ij_ ~a~~ , ~li - 6492 _ ~ , O <br /> U <br />_ r' _ ~ W ~ r- ~ <br />A ~ . . __w--. PERMANENT POND, . , - . ' yes ' ~ ~ -J <br />r~ . ~ . . ~ s - ~ `tai ~ - ~ '6a97~ -5480 - " ~ ~ , - ~ ~ ELEVATION - 6484 r , <br />.@~P~ ES HSSNS . . - . ~ _ , . ~ " - ~ ~ Q _ <br />a5 ~a,RNiNG ~~G~~ A ~ ~ ~ _ - . 6~ G . S ~ ' ~ - ~'A~,~~~~ I,,- . - TROUT CREEK CREEK ~ ' ~ ~ ~ U <br />. . . .r . ° oo - <br />~ s A \ \ / <br /> N ~,~QZQ~'~. C, <br /> cd ~ U V O Q U <br />q ~ • " , - ~s WATER SURFACE ~ ' ~ L A ION - 6484 s ~ - - _ . s i ~ a U~/~(~wHw z o <br />~ - - ~ ~a ~ ~ 6 ~~0~ ~ A . . . . . I-- a e <br />~,n. ~ \ SEAL AREA <br />_ ~ ~ - ,a <br />~ ~ ~ ~~s ws , - PROPOSED PIT - L ~ c.~> ~ ai ~ ~ ~ <br />- - s . - ~ BOUNDARY, APPROX. s:a, 7~ UJ <br />A ~ _ 80,0 ACRES ~ A ~ ~ O <br />~ f'ROf ~ SEA ,>Q „A., O <br />NOTES• ~ ~ I_I~IE E~SEMF_NT ~ <br />1, A STUDY OF THE 100-YEAR FLOODPLAIN 1N THE PROJECT AREA IS UNDERWAY BY THE APPLICANTS A CONSULTANT. THE FLOODPLAIN INFORMATION WILL BE PROVIDED TO THE COUNTY AND ADDED TO THESE PowE~ ~o~E E'~ <br />PLANS UPON COMPLETION, <br />2. EXISTING CONDITIONS SURVEY INFORMATIDN, MINING AND RECLAMATION PLAN LAYOUT PROVIDED BY 119/2009 INTITAI S1-113MITTAL. <br />PRECISION EXCAVATING. PROPOSED CONTOURS ON RECLAMATION PLAN ARE CONCEPTUAL. ACTUAL FINISH <br />GRADES WITHIN THE PONDS WILL BE DETERMINED BASED ON GRAVEL DEPTHS ENCOUNTERED ON SITE, GRAPHIC SCALE <br />3. WETLANDS DELINEATION PROVIDED BY WESTERN BIONOMICS, SEE NARRATIVE BY WESTERN BIONOMICS FOR <br />WETLANDS IMPACT MITIGATION. 200 0 200 400 DRAWING SIZE 24" x 36" <br />4, THE SEQUENCING AND DIRECTION OF MINING WILL DEPEND ON THE OUTCOME OF NEGOTIATIONS WITH <br />XCEL REGARDING RELOCATION OF THE EXISTING GAS LINES, 7 RECLAMATION PLAN MAP (IN FEET) suRVEYONFD , 200 <br />5. IN THE EVENT THAT THE EXISTING POWER LINE IS RELOCATED, THE MINING OPERATIONS AND C2 C2 1 INCH = 200 FT DRAWING NAME <br />ASSOCIATED RECLAMATION WILL EXTEND FURTHER TO THE SOUTH AND WEST TO THE PROPOSED PIT co20102...New Pit Mining Plan.dwg <br />BOUNDARY. 6. FINAL RECLAMATION MAY VARY DEPENDING ON THE AVAILABILITY OF CLEAN, IMPORTED FILL. SHEET 2 OF 3 <br />C <br />DHj 6 0- r <br />