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/ W350,000 <br /> ORK AR \ <br /> y <br /> L�l ENT( <br /> O002 N A <br /> i •ate/j� —- � WASHBAY -002 8 <br /> ;WEST PIT POND-008/ <br /> / 10 ® v <br /> / 1 <br /> i <br /> z Exh CK UN r ERDRAIN' <br /> r For die n des <br /> vol <br /> - <br /> 1 — — <br /> 40-� , <br /> J / <br /> Jr/ � or hill <br /> �' ST IT�H 4J�l <br /> � .�" �r � Vol. 2C, Exh. 7-1 - <br /> `'--- /, r, /'�J "" � 20�- K R <br /> 5 <br /> jZZ <br /> CL <br /> 1 / O For di h d g f rm bon,s <br /> J \ <br /> es ---- vol. zc, Exn. 7-148 rOxpD <br /> I i <br /> J <br /> -- � For ditch dgn of at on � % [� �T -0 <br /> •( � / / � j" / 2 � <br /> Vol. 2C, Exh. 7-14Bc � � p � _ Wc�,� _ � 75 <br /> // <br /> , i r-or pond dosyn nrormanon. �.. <br /> A D <br /> see vol_ 2E it hit o w. _D/T * <br /> a i <br /> ' s <br /> 0+39 <br /> 1 <br /> of <br /> W E 1ST TAYL�OR DITCH For anon d yn n[o at on., 5 <br /> r Vol. 2C, Exh. 7-I4B I � • ^ �-- <br /> i --� EAST TAYCOR POND-070 110 l <br /> - <br /> 4 � Q' <br /> For dtch design mfomptioo,see 10 \ N 346, 0 <br /> Vol 2C Exh 7 14E ror ditch d�,ign i�[ormanon.sec <br /> Vol. 2C, Fxh. 7-14E E 1A <br /> _STREETER 15 <br /> � GULC�-1v_ 815 - <br /> TAYL R <br /> " m Q� 1 <br /> r o PO/ Y , 20 Q <br /> Q <br /> 2 0 <br /> Cl J 25 <br /> , <br /> - <br /> � a( <br /> O <br /> For ditch design nformanon,see <br /> / 2 Vol. 2C, Fxh. 7-14B 1 <br /> o \ O <br /> / C <br /> +- <br /> zo 00 s 'rs l iF ao W <br /> E / 34+57 3 <br /> - r , 0)cc <br /> 1 ' � 11 1 1 <br /> 5 00 ll <br /> GULL <br /> / ' ' 35 OD For ditch desgn mformanon,see --- _ - O / <br /> i <br /> 5 forditch <br /> i I i de information,see , . L / <br /> Vol. 2C, Exh- 7-14L �\ <br /> �S LL <br /> For ditch design nformatan,see ' _. 43+26 <br /> ..� � i i Vol. 2C, Exh- 7-14M <br /> t <br /> N 3 2, 0 00 <br /> ` 40 ------------ <br /> 00 <br /> � <br /> Q 1 <br /> r <br /> -00 <br /> /\� "aNi° 7 [ \45 _ For ditch deli n mtormanon,see. I20 <br /> For died, 2G nmxh. n 1 see ,.., S .^ r, 7s 00 \ /i /,. Vol. 2C, Exh. 7-14G �I O <br /> r I. 2C�Exh. 7-14C V ��� I� For d,ton desen <br /> r 2 Q Vol. 2C, <br /> Vol. � <br /> Z <br /> Y� 50 <br /> 55 50 00 � � . v�. i Q , <br /> i <br /> l 1 ♦ � V I j 1 f r <br /> 9 d JV� 75� <br /> 25 <br /> , <br /> -GU CH o <br /> f ;,, <br /> �a 4RIF ,r -- <br /> U <br /> 30 <br /> 0, i <br /> s3. ,'�— % �`'�. � /' 65 �GN ' 171+9 ce340,0 <br /> z' � / N� 10 yn,n[orma 5 <br /> �, N <br /> P� <br /> 75 70 �'� '� For <br /> 2C, Exh. 7-o14G <br /> (, AY OR <br /> 1 <br /> 6S Y 80 <br /> i <br /> 85 , <br /> i <br /> (� - <br /> .. 9091+70 <br /> i <br /> ,\ J <br /> Q <br /> t <br /> r <br /> ' <br /> 85 TAYL $ a <br /> 1- � <br /> ��'1�YL`OR POND - � P 2 ditch <br /> 2 <br /> For s <br /> 2 <br /> ------ Vol. C, Exh. 7-14 <br /> O <br /> r �90�, c�Oti g <br /> F n information,see <br /> r <br /> R <br /> 1 -orrdtch desgn informal se `/0 <br /> e / l <br /> Exh. 7 14R � -�' Q <br /> 6 <br /> p <br /> V <br /> 95 or d tch dev ormahon, ee <br /> J <br /> 00 <br /> •, Vol. xh. 7-14B <br /> 9 r <br /> / <br /> q ` 10 1 <br /> For ditch d yn f anon.see ¢� W,^ -a <br /> / ` ✓ / / <br /> 1 00 8 <br /> a 5 p0 \ lQj,C NTEP i �� ! J pond desgn informaton, <br /> N33600, <br /> Ilia, 00 PROSPE EP * 5 00 '✓ �� r 10 ROSPECTPOND-007A <br /> G p° / <br /> FACy cP = ' <br /> / ,- <br /> 25 00 " ROCK UNDERDRAIN / r <br /> J <br /> r <br /> For dthdesgn nFormanon, <br /> 30 -QO For ditch desgn n[o,.nanom see - Vol.ol. 2C, Exh. <br /> [ <br /> !, SECTION 16 L- ITCH <br /> / <br /> r s'' r - ✓ <br /> \\ i <br /> For ditch design informanon,see ,.,l � �' � 'i� °{ <br /> Vol. 13, &h. 7-20E v <br /> •� � � � f� N 33 0 <br /> r / <br /> For ditch d,gn nformanon,see <br /> t Q 710 <br /> V <br /> -, �.0' '�• t !J t� /ry^l Vol. 2C, Exh. 7-146 <br /> f <br /> A O H �Q 114+39 eo��� <br /> 45 / ✓ r <br /> � ON \� <br /> all <br /> AREA <br /> , <br /> 000 <br /> M 1 RIO- <br /> \l I i I .. <br /> 0 / <br /> , <br /> / 55 W % %/ } �. -- B Lo i For dtchi des n mfonnanon,see <br /> a 1 - Vol. 2C, Exh. 7-14B For pond design mfomianon, <br /> ._.__ <br /> 30, �� <br /> OF <br /> SECT/ON96PO�D-009 See Vol. 2E _ � � " � ��._/ <br /> //f/ N 32, t <br /> i <br /> f <br /> 1. <br /> Note: For Culvert, Ditch, and pond sizing information, <br /> LEGEND see "Hydrology Information", Exhibit 7. <br /> Note: See Ma 33 and 33A for Profiles of HYDROLOGY REGE,vED <br /> PERMIT BOUNDARY p ENGINEER'S CERTIFICATION <br /> Permanent Channels 1, THOMAS C. PETERSON,being a- -- Coordinates in NAD27 Colorado North Zone,US Foof South Area <br /> - - SECTION LINE Note: See Map 41 for Permanent Channel Locations Licensed Professional Engineer in <br /> POSTMINING DRAINAGE BOUNDARY and Drainage Boundaries on Postmining Surface. N the State of Colorado, do hereby juti <br /> certify that this map has been -29 28 27 26 25 3 29 28 27 26 25 30 29 P8 reviewed by me and is true and ®' SCALE: 1" = 500' <br /> O DRAINAGE NAME Dt Resalety <br /> DATE: 11104105 Mining&Safety <br /> 32 33 34 35 36 31 32 33 34 35 36 31 32 33 correct to the best of my knowledge a � <br /> T5N and information relying on work p7 ' DRWG. BY.. TCP <br /> 8 9 10 11 7 8 9 10 11 12 7 8 9 T4N performed by others and based on \ COAL APPROVED BY.. T.A.T. <br /> --� DISTURBED LANDS AS OF DEC. 2013 17 16 15 14 13 MA 11 information supplied by experts <br /> 18 17 16 identified in section 2.03.3 of the `�V4 COMPANY �, DRWG NO. <br /> w C 20 21 22 24 19 2 Co/owyo Coal Company L.P. Permit ~ PEo_rr_E_pRonocT?— -1 <br /> Temporary Drainage Ditch C 24 1g 20 21 MAP 12 <br /> Permanent Postmining Drainage Ditch, Constructed 2s 2s is 25 30 2 25 3o zs z$ `���v``o0 11L If��o,,� Meeker 5731 State Colorado s;sai <br /> Permanent Postmining Drainage Ditch, Future 32 33 34 35 36 31 3 `.`` o'�P••••••• eF�1"l, <br /> 36 31 32 33 T4N �0 • •S C' PFT�.:•� <br /> Natural Drainage Channel 5 4 3 2 1 8 MAP 2 1 6 5 4 " B �, r� Po: o _ No. REVISION DATE BY HK <br /> 32257 <br /> S TR sec. 16 Ditch Extension <br /> 8 9 10 11 12 �0• to�/f�l S• ` 71 3/25/08 TCP TAT <br /> 12 7 8 9 <br /> ••........•'• <br /> 17 16 15 14 \ �$\ 13 18 17 1 ,-e,�SS/ ��G SIN` Logo change,East orl Taylor[rib.Ditch deli n dmi <br /> \; ONAL TR a or in Bucksk n Draw d ch a i omen[to mats gMa 4eaendu�ma�e nwsed tl souk 7���j(�I-tip area. Updated Sectionox sonall cha Extension.Arpded staSon andvc m tothe Broker 12/06/10 TCP KRB <br /> �— SMALL AREA EXEMPTIONS RI TA eo e . 81 Ditch. Addedto call out boxes n alll ExteI.nsion. <br /> 20 21 22 23 24 �`? `. .; 24 19 20 21 THOMAS C PETERSON <br /> P.E.No.32257 <br /> 500 0 500 1000' 29 28 27 26 25 7 26 25 30 29 28 MR Logo <br /> Modified och the Pmspett ditch awith <br /> the <br /> 1D t 201 Natural ed d l e cio cnan�i fo mi Pine ppect finch' 4126112 TCP Tony <br /> •K POSTMINE SMALL IMPOUNDMENTS <br /> / 11$ Reach 1,NaNral Drainage Channel is in the lend,added the Disturbance Boundwy2oll <br /> 32 33 35 36 31 32 33 34 35 36 3 32 33 0 i5�i s5 to the map w h new hatch and=the,l �e . <br /> CONTOUR INTERVAL 25 FT <br /> SEDIMENTATION PONDS FLIGHT DATE OCTOBER 2014 <br /> T3N DATE Updated Topo,revised future ditches and sellout boxes,postanne drainage citadel updated <br /> W 1 5 facitill and ditch stations and key map,update dsturbance boom a Y. 2114115 TCP KRB <br /> ¢ e � � <br /> TR Updated ditches that have been comoln.. mo�m <br /> 6115/15 TCP MWS <br /> Y05 Approved 9/9/15 <br /> TR-105 <br />