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fi -- - p <br />off. BLDG % <br />c LEGEND <br />.: .. `.., .".::,,,, .. ';:: - `' S# _, -,,,,, .- renox $'�- '"'._' / '•` w- ..._�9Z .,...._ . ,®-!:% ..� ,„. ,,..,d i r � 1, =r r� • '`�" � STORdGY";.... r'✓"s.. $"... "--_' �,;' ,.-^ <br />a - -- EXISTING PROPOSED <br />- .. . ."'^.. ;t---- -r'P`' r r �/ ✓ - ... -s9� " .«<-` w"°` ���`.� >"''" %� :�"" srFe� q, _'�.,A `.A d ;✓(t r ��j <br />��ae <br />: . _. � .-°' .-' .�- ,r --� � r � ; :mow =�, ��. � , RtSA '� �� � ��°�- `,-�-' f � r ---- , �t�� . w._ _ 7000 <br />"- /= r' > ... . 2' ° CONTOUR <br />--�- T,,,... x �. — " Cm �.!"� 9� � � ..>+-"°.'` ✓ <br />B[ j� <br />o, .F t - ``�" ,m � ... <br />// r� "� ` ' q ' -' _ ' r~ "�� _'�°.'� " � �� CULVERT <br />TOV R¢ Z B/ '?1 <br />(Exrsria " / f ROAD/BENCH <br />r . 'wteN a"mbra _ r• .� 4' bt3 I 't . t 1 <br />/� :.� ri.'3 - 7 77A R � r DRAINAGE BASIN BOUNDARY <br />_ <br />/ A . == ' p <br />,' i i„i�; �'0 i ?/ — � 8D - 1 D IN <br />s E.� 2`� C%MP <br />' r R — — ,r� iw RA AGE DESIGNATION <br />s ✓� C / y RDA 5 1 <br />0 <br />.� <br />r''� �/ % `;� REPLACE E?EIS�IN TCH - -�- — DITCH <br />�"�` <br />? F <br />R DA -1 a <br />b S1 / UNDERDRAIN <br />��� ! <br />CM ✓' i`` �, ' (EX/ //� <br />m t <br />L71C'Sl{21V e D � <br />s 2.3% <br />REPLAC F. ✓ - SITE GRADING SLOPE <br />'7` � �, >�� ,, "- � - -�.- -- ;�-- � ,,-° ✓e-~ "�-�." ' °v... �� 0 21, CMPS "`�N,%` <br />F �. _ o j <DA-'% SPOT ELEVATION <br />' /�4 ±�8" CMPS ,a mr. ` , ✓ x7000 <br />CUP_ �, tt .'' \ n v� RDA -1 b -1 ' s <br />_. <br />t / o <br />REPLACE EXI .. tae r Q. x, I� A- _ WATERLINE <br />CN " ,"RD WATERSHED <br />36 �i W i 6890 ��r�;; �� ,/' r' ^,":✓ r �� r,V °l R l /1 ,--' _ { <br />- r 5 -48' „.,CMPS .� , �ss4 _ M✓ / , i” B.M. BENCH MARK (REFER TO TCC) <br />ss - _. <br />t <br />�;9 O 1 t <br />693oG.r �'�� a P1 APPROXIMATE PROPOSED <br />B:.MP (EX /STING rI�ERS /CJN f 4 &92''890 ' - f ( ) <br />_ — PIEZOMETER LOCATION TYP <br />- - _ ---- <br />:. <br />ifc Df/EFsSf�N ss f 5' ^ `�=- BD�-2 % f I TO BE FIELD LOCATED <br />I1lTCN ,� f f - <br />v _ RDA -9b. � �� A � r'�^ r <br />12 "CUP <br />�� <br />;d /�g :�9lSTNG� r /o�1f�� f RDA 5a, Y c . NOTES: <br />r a <br />24 r > 1 rte / t , ,� z ;' f A ,` ; _ 4 -48 CMPS r 1. BASE TOPOGRAPHY DATUM AND EXISTING CONDITIONS PROVIDED <br />R <br />??'s -: % �r° 6 j ! f - DA a. ! BY TWENTYMILE COAL COMPANY. COMPILED MAPS INCLUDE: <br />SHEET- 17.DWG, SHEET- 18.DWG, SHEET_22.DWG, <br />` t' , ' .i `: -" _' ,; ✓":"` ,"""' r 666 >,,,/ <br />- MAP24 — SHT — OF — WITH — COMBINE IL TOPO _ 92007 DW <br />SHT 23 & 50 ACRES�ROUND PIT 2004 DWG, <br />' ,,.e r ° r ( / , . 1 — 3— D_P E_ 0 G, <br />� t <br />1 1 1 <br />D_ 1 -B R A -1 G -.1.., M .r I f 1 `r 6g � a i /` f w.� f <br />/ / , f f TWENTYMILE_07_31 _08_CONT.DWG. <br />24'CMP REPLACE EXISTIN �o "v r <br />6 ��° f� �, j,� ` ks 2. PROPOSED CHANNEL ALIGNMENT AND DRAINAGE DESIGN FOR 20 <br />CMP W r` M S r <br />_ / MILLION CUBIC YARD EXPANSION PROVIDED BY <br />r �pz ' / j/J o ' ;f — I NS, INC. 1-1 ti q RDA DA T ( ". r r O l / / l f� fJ 3. REFER TO NWCCFORENGIINEERING REPORT. <br />RT. <br />t R 1 = LACE EX IS TING . " / -- � / k S E h f / r . s "' i / <br />d -1 -A " / I / f' j / 4. ALL WORK SHALL MEET THE DESIGN REQUIREMENTS OF MINE <br />r2,4"CUP t �1 -36 ,�CM S' - <br />\ / / a pc SAFETY AND HEALTH ADMINISTRATION AND COLORADO DIVISION OF <br />;� "�/ <br />RECLAMATION MINING AND SAFETY. <br />o r y "• �," r r / --" <br />✓ >Izx `' <br />o °`f fr f s / 5. REFUSE PILE AND HAUL ROAD LAYOUT PROVIDED BY TWENTYMILE <br />1 <br />3s'CM '� .--` � � � � ` � ���, ``�,` ,� � I / `� � �,� - , •' m om , , � � /�� � .�'� / "'�:,. -'� _, '� � � � ----' .,� � °'~� �.._ _./ -_ _ ''' � .� ,%_'� COAL COMPANY. <br />o f f <br />'.✓ ✓ ".. � � { �� .,' i I ! �� 7 t / . -^''" i � { � i t� 1 � �. � t � � � � � f f . � j ��0 J j / l � . , -.., -' "^w, '`v., .._. ' ' � ' � ,r~-'� 'O k ..... -. � �._..a.,. � � ,.f `.-' <br />� f't <br />i ( 111 1 { I <br />? ( I / <br />COVER <br />1 o MATERIAL 7 r l / Ji <br />-f i t f l o a 3 t s f . <br />j a . } ( � , ° <br />J% E I z r " <br />r ! S <br />i <br />f / f / <br />}( { I 1 ? I © ''� <br />1 , ( t, <br />` <br />/ q . <br />l r <br />400 200 0 200 600 <br />1 <br />f Z <br />STOCKPILE IN FEET <br />/ p <br />''' j inch = 200 ft. <br />o <br />� /Q` f ' 10 CONTOUR INTERVAL RE CEIVED <br />" �' t { I ( a t o o 1 f / 010 <br />......- `•-- --- �.,.'.°` / � ! � rdjjfa"1 MAR 3 i 2 <br />� � �� 1 �� .r � � f ` °v' it ;'� �i °� '� °` � 4� .. 2o "�.w... `_^�.. � � �1 l I � - <br />Division of Reclamation. <br />J o , r I ✓ / j t / _ ning and Safety <br />✓ r~ CALL UTILITY NOTIFICATION <br />ENTER OF COLORADO <br />✓/ ' fi I '� f r�_ f r f�� 1 800 - 922 -1987 <br />119 f J J }( ,/ h ".--^"^ "'•``'- r CALL 2 BUSINESS DAYS IN ADVANCE <br />O 0 <br />r ..�...... ! ,F" I� i c�'� �( �,n ! f T i /� ,,.. --: .r. r' '` `j ____` _.�-� I i � r _' ( BEFORE YOU DIG, GRADE, OR EXCAVATE <br />`1, �.. t",,, FOR THE MARKING OF UNDERGROUND <br />,✓. `•", !._. 1 f , I.- -_ MEMBER UTILITIES <br />1 J <br />2 -18" <br />t <br />7`� T 7aa 1 d r f ,Q <br />_ r i 9Q 1 <br />i l IJIT69' f�A 3 ' # ° � / / '/ _ 7170 RAW VOLUMES No. Item REVISIONS <br />/ (E- .�CSTING� � z I� I 3 r : r' x r Date <br />1 TR -67 09/2009 <br />I / ✓ Prismoidal Volume Results <br />( ° 2 TR -67 MINOR UNDERDRAIN REALIGNMENT 03/2010 <br />Original Surface Modell: EXIST COMBO <br />/ r Final Surface Model: REFUSE Initial Sequence <br />Cut Compaction Factor: 0.00 % <br />Fill om P <br />C action Factor: 0.00 % Copyright CIVIL DESIGN CONSULTANTS, INC. 2009 <br />DIVERSION <br />f f' J j f " `w Raw Cut Volume: 724.47 cu d Date: 6/1 <br />RDA -4 a TWENTYMILE COAL COMPANY <br />\ \ DITCH RDA - I °o p t . W ATE RSHED t I r +° ! / Compacted Cut Volume: 0.00 cu yd <br />l \ �EX TINE f / / Totaf Cut Volume: 724.47 cu yd Drawn: LAM <br />J \` > f /' r` / / / <br />'` �, Raw Fill Volume: 2,799,430.91 cu yd <br />`� y Comp cD acted Fill Volume: 0.00 yd Designed: MRB JW COAL REFUSE DISPOSAL AREA <br />✓ o 94/ a Totaf Fill Volume: 2,799,430.91 cu yd <br />1 I f s Scale: As Noted <br />INITIAL SEQUENCE GRADING PLAN <br />Civil Design Consultants Inc. <br />3495 z a ° Engineers and Planners <br />First Financial Center, 2145 Resort Drive, Suite 100 <br />�,' ��L t�S Steamboat Springs, CO 80487 <br />DITCH RDA- I e :<_. , <br />�. '�-�, , � non �--� � t ,� � � � � /� �C� Tel (970) 879 -3022 Fax (970) 879 -3028 <br />(EXISTING) . t SHEET NO. C -102 PROJECT NO. 4168.001A <br />2-(aC - 12,7(Z 6 IG <br />