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"...M� r^ .,�"""°`{.... ?M ,.. .....✓'' LEGEN <br />V - __ i �' �✓ -°' -^''" '/` <br />EXISTING PROPOSED <br />a ,!s� s ��° .- �r � r 7000 ._. w -_ 7000 ONTOUR <br />f <br />�. -- --'' o'A _ .°` s ae --°-- - —.,. „ss w-�- � !' �. ---• --- s�r�"�._ �. �-- -- <br />/ <br />42'CM RW Rii 1 <br />---` O <br />KVV- � EP JOI <br />D - -a � <br />.--- �.. f �,,..- ,✓-" -�-`"" r ,..�' fig "" <br />�,_.� 3 =�2'• r` . /. / - ��,`�� j ' ' ��� ! -+'- „��'' '' - s- '-° �°" EXIST //VG <br />cMP _R A -1 b -1 <br />c r <br />REPS E E) <br />36" C W <br />5 -4 ,CMP <br />� s <br />(E XISTING ) ' aiVERSIDN <br />_ <br />2 DI DI LL RDA- lb <br />12 "CUP <br />�a1� - "'" \ �•- '� ,�ssr � ,''RSA 7c'� (EXJ�/NG.�✓',/O <br />- ��� � s ��` �,ti XIS NG � �.� �� /, � ' <br />r <br />D - 1 - R A -1-1 <br />R IAP.F,Fyll- INP <br />2 .r •, r f r C <br />yp -.. — +. ✓� ^y'} + j J �� .✓ <br />°T CM CULVERT <br />4 CMP ' s4 5 � f -- — — <br />f �✓� /: (EXiSTIN y sf S SS ° ROAD /BENCH <br />�* x ' - / DA -7 - - °1 ' °' ' DRAINAGE BASIN BOUNDARY <br />3 42 °CMP f % y . " / NP s � <br />`� - � ✓ ,r ���s�' ° �� � � � � ` ✓� � �r --,,, _.,- ''`- ;- BD -1 DRAINAGE DESIGNATION <br />� <br />f -1 R DA-1 a <br />RDA- 5 -V DITCH <br />E l <br />�' l�i _ <br />REPLAC E�f = �-- <br />'�� -•.„ ,l <br />/MP, <br />C�1, t3, ` f f o (X7Sfi /A7, UNDERDRAIN <br />,. ` ; a °` G SLOPE <br />REPtAC FXkSTIN� t 1 'ss 2.3% _ SITE GRA D IN <br />a 2T7' CMP5/IAI1 C' <br />48 C.MP ; /,� s f 1 s ° RDA x7000 SPOT ELEVATION <br />sa %,, w ' ✓, ° �s x / / r 1 ' 1 � E) B.M. BENCH MARK (REFER TO TCC) <br />11 saso �`• �. BD . v p ( '* j , -RDA - 7 WA ERSH fl <br />6 i >/ ' o / / ! P1 APPROXIMATE PROPOSED <br />690 89 . f .�" ' !` r �,� <br />.�. ,y +� �4�t .f �%° ✓ C,�. x `�g, f <br />ssl r P I � � � , ,ms f o 1 PIEZOMETER LOCATION (TYP) <br />TO BE FIELD LOCATED <br />6 Y o. _ j / I ! ,f , NOT ES: <br />/,. ✓ <br />1. BASE TOPOGRAPHY DATUM AND EXISTING CONDITIONS PROVIDED BY <br />' f 2 , <br />0 �2DA -5a ' f <br />� TWENTYMILE COAL COMPANY. COMPILED MAPS INCLUDE: <br />o if 1 j SHEET_18.DWG SHEET_22.DWG <br />° i SHEET_17.DWG, , <br />701 - �° - - SHT_ 23_ &_50_ACRES_AROUND_PIT_2004.DWG, <br />X02` , \ MAP24_SHT_1 _OF_3_ WITH _COMBINED_PILE_TOPO_092007.DWG, <br />TWENTYMILE_07_31 _08_CONT.DWG. <br />2. PROPOSED CHANNEL ALIGNMENT AND DRAINAGE DESIGN FOR 20 <br />\ AAII I Int`I ('I Mir' YAPn FYPANCICIt l PRf1VIf rm RY <br />R¢A- -7` � u ��- °� r � f � °° � ! �!� � ; °' > � �2 � � ,• °' --°°�' / ,� �` 4. ALL WORK SHALL MEET THE DESIGN REQUIREMENTS OF MINE <br />- d' -'1 A j R � C1 ° � ° ��� / �' >e f B BD 4R SAFETY AND HEALTH ADMINISTRATION AND COLORADO DIVISION OF <br />"Cup o - ° 5 ON M HAUL <br />RECLAMATI MINING AND SAFETY <br />REFUSE PILE AND ROAD LAYOUT PROVIDED BY TWENTYMILE <br />' 3 ' \ / COAL COMPANY. <br />/ <br />t � o <br />O x i n � /� � � � � / / � f 1� YP � �'1 V \ / r'`� a.-- � ! `� � ,✓� � ^'`• <br />... � � � � _ t it ( 1 '` � 'f � J \ ..- t �'r f' ✓ � _.., -_ � � - --.._. .».."'. / y <br />,fib f� }� f ; • t ` ` t ' w' ,,.,: -''� ,r' � <br />° <br />o / � r q� / ,p 1 J / r I f �Rn,° —3 1 <br />f f f 1 - r 1 !( / �.r, t ' �•7 I J �` �r I. <br />�} J / I rI n RDA -5b WATERSHED r > r <br />/RDA-5c ' TERSHEp <br />ILL SWS -2 <br />( J / <br />�. � � `� �"°` � 1 I r ?� 1 � ° E � ) � '! t ,d`j j j %�` /� � J d n ,. r- ,/ � ,;, r 1 r 400 200 0 200 600 <br />f j <br />t r ,. n � 7 "./ t p 1 f C O l f, ,.' ` ...✓' 1 i' �' / .✓",. ,...s- ""h........ ,_....— �j , oa - ' ° ' �"^r., ....._r ! <br />IN FEET ) <br />r / 1 inch = 200 ft. <br />a s ` ✓ ' 1 ! ..r`f l 4� T t a r { I I f' ' f /. ✓' ,r ✓t ! rI` w .-r .,_.; ff J' <br />10` CONTOUR INTERVAL <br />p / JJ { <br />J � 1 � ? t � I F � '1 �' l j � � ' l � : 5� � �`•� „r` 1 <br />/ j ✓ ! 7140— <br />RD -3 W� ERSEI " / r I f f ".. -. \ J <br />D ✓ I RDA7-1 f ATE §H oo � f <br />jj ° � � roc � v f L <br />2 -78 .CM _ Gx �) �I f l j ^ f ,9 RDA -5c WATERSH- D e ti <br />® (`° S F' <br />MAK 0 , c to <br />('J1VW06 of Red am <br />1 <br />/ I D/TC - P' RDA -3 g' o / SWS - rrro - RAW VOLUMES REVISIONS <br />3o j >\��� / '� - "' Z / No. Item Date <br />/ f (LXlST/NG) t I� \ y 1 1 \s / s li p -" Prismoidal Volume Results <br />f r Original Surface Model: EXIST COMBO 1 TR -67 09 2009 <br />Final Surface Model: F C m p act io n Factor:: REFU d rainage 2 TR -67 MINOR UNDERDRAIN REALIGNMENT 03/2010 <br />r r ff f Cut om action Factor 0.00 % <br />— <br />P <br />5L t I l ��. ✓ / ' / Raw Cut Volume. 656.44 cu yd Cooyright CIVIL DESIGN CONSULTANTS, INC. 2009 <br />j o I l f i ^ f Compacted Cut Volume: 0.00 cu yd <br />DIVERSIUN ff r Date: 6 /17/09 <br />_ /TGII RDA— 1 � � �� � � \ �� ; / f 1 � 6 ° t <br />` � �� ,� .... J j o Total Cut Volume: 656.44 as yd TWENTYMILE COAL COMPANY <br />°� I j�2 o �� ° J Q ! f t Raw Fill Volume: 20,677 985.43 cu d <br />\ EXISTlNG1 \ >�� Compacted Fill Volume,: 0.00 cu d Drawn: LAM <br />k , Ry a o Total pFill volume: 2 ®,677.9aS.43 cud <br />r Desi MRB, JW COAL R EFUSE DISPOSAL AREA <br />1 > 2,S r - .a / I / J <br />/ ° I Scale: Noted <br />/ FINAL GRADING PLAN <br />/ RDA _1f WATE SH >o >� ° d£ <br />SWS 4 <br />re \ \ . <br />-BD-6L ..- j r � / j ,° °- a� m o Civil Design Consultants, Inc. <br />101fl �rao ( I SWS 1 f WATERSHED s5� Z. Engineers and Planners <br />,.; 1 . _ l } " f G o .p °. '1 ,p First Financial Center, 2145 Resort Drive, Suite 100 <br />..``"`.. € ar: _ ,•^- S •.�,. .. LL " l - ( I �I 1 � `�fi Steamboat Springs, CO 80487 <br />s -- 0 ' ,�C <br />� <br />DITCH RDA -1e <br />-4✓" n°, `1 �. ` Q� �� " °' Tel 970 879 -3022 Fax 970 879 -3028 <br />(EX/STIN) ' r -° ` ) SHEET NO. C -101 IPROJECT NO. 4168.001A <br />vC�It -440 1- 1 V-/t, A� X10110 <br />