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cwn NJ <br /> CP <br /> i c, WORKAREA <br /> SEDIMENT <br /> I 1 _ <br /> s <br /> f SE ND <br /> ST PIT P I/ WASHBAYP <br /> WE <br /> - POND-008 A <br /> i'— �:! / \ For pond design information, ---- <br /> / 2D <br /> For pond design mformanoq <br /> 10 <br /> l ; <br /> i <br /> , ° <br /> z if <br /> For ai deg f maton,see <br /> For 4tcM1d sgn nformanon,see r' S Vol. 2C, Exh 7 14P <br /> Vol. 2C Exh. 7-1 5 4 <br /> - - 10 E -- <br /> 0 <br /> - — — + ror ditch de"ii fomadon.see --------- <br /> / - - <br /> / ! i <br /> N3es,000 / / �\a2oo_, �� ,/ / /� = o ° STOKER DITCH vol. zc, Mtn. 7-14e <br /> OO ® a 25 S <br /> i I o 0 <br /> 20 25Ir— <br /> Q >O ss � <br /> /� 00 <br /> ' O � , For arch des gn nfonat on see � 60 00 <br /> Vol. 21 Exh. 7 14B >O - <br /> 25 ro <br /> For dtcn design mformat on sce <br /> o Cd o � <br /> vol 2c, Exh. 7 14B �� A �Y h/EST p/T �S o <br /> r c f t O � ; For pond design nformanon, <br /> ROAD Dt �/ - 3ro - 'ry0 ', See Vol. 2D <br /> ! <br /> 30 CPO <br /> ' ;- Forpondd,gn nformaton. ,�xn' b �'S - '. ���WO ,\ <br /> � <br /> 3 39 o D 9 ST STOCKPOND 1 $ 5 <br /> N ,WVAST TAYLOR DITCH Ford ",2cgnExnrrtNln,to 5 CD <br /> G <br /> 1 <br /> EAST TAYLOR POND-010A •0� <br /> Pw <br /> , <br /> 5 <br /> N346,000 07r] <br /> 10 <br /> C Vo2Eh 7n4 For arch desgnmformb ee <br /> co <br /> / O Vol. 2C, Exh- 7-1 4E S POND l A <br /> 5 00 , <br /> / S 15 i <br /> i "/Y Q 1O8 ��� t c' <br /> •D� <br /> / 00 <br /> \ i W 20 <br /> l / <br /> � 20 � <br /> 00 1 /os 20 <br /> V O 25 �J <br /> 61 <br /> ALu <br /> 7�Q <br /> O 25 CO <br /> i f• 1 <br /> ST STOCKPOND 2 /wQ �Q rQ^ / <br /> For ditch design nfo mahon,sce 1 V J \t ��l <br /> 20 p0 61 110 �� Vol. 21 Exn 7- 5 <br /> 1 4B Z <br /> a' <br /> 30 <br /> J <br /> 30 <br /> O rJ <br /> ST STOCKPOND 3 <br /> i 11n0 A <br /> �2 <br /> / T 25 00 20 00 S F30 <br /> t U \ <br /> 34+57 . <br /> it— E 35 � � t '� For pond design.nformaton, <br /> r <br /> Qn ( See Vol. 2D <br /> cc <br /> 30 25 00 / ` l GULCH POND-004A <br /> ? ST STOCKPOND 4 r` 36+50 <br /> 1- <br /> I� 40 <br /> 5 � <br /> 0 i � For d ten desgn see <br /> >2 10 <br /> 35 00 N 3000 Vol 2C, Exh. 7-141 � /—= 45 •� � , ; /f <br /> ' T / . 4 - <br /> �� ��/ For ditch design nformaton se S ](!/!/, <br /> j/ ! J/y 40 Vol. 2C, Exh. 7 14Le �S For d�ten desgn�nfor,nat on se "',,. '/ 026 5(;' e ,., . <br /> 00 '�' 00 VoL 2C, Eeh. 7-14M .... -_ ._ __ - _...__ <br /> 25 - 10 <br /> T <br /> x 135 00 30 <br /> r <br /> 35 <br /> O \\\ <br /> b <br /> tr 15 4 p0 '�, ' . <br /> OQ $ M40 <br /> %' ordrtendesyn normaton.see 150 45 00; / 20 <br /> 14C 00 ' r,.. � / —"^�\. -- 45 For dtcn de,qn ntormanon,see t . <br /> V00 <br /> Vol 2C, Exh 7 4G -� <br /> O� For ditcM1 design mfo:madon.se <br /> // Vol. 2C, Exh. 7- 48 <br /> / 75 � . -- -- 50 <br /> 5 <br /> i 25 <br /> 00� 55 <br /> ss00 <br /> so 30 <br /> ss .f <br /> 65 11+91 .,. , <br /> ET STOCKPOND 2,,' <br /> 70 GN P� s� 10 35 <br /> t � For ditch desgn nformanon,see <br /> 76 / ll, 75 �v �OZ Vol 2C, Fah 7 14G <br /> 4 <br /> 70 00 <br /> so <br /> / �6S 81+20 1 \ <br /> �i� 5 40 <br /> 1,145 <br /> w` <br /> \V <br /> ° <br /> �E <br /> 1 i � ;• ,rDi <br /> PREP , <br /> T , <br /> / S <br /> 60 <br /> Fy <br /> .... ... . .... <br /> . .. ... .. .. <br /> y, T <br /> 38,000 ..i:':?:.:' — PD2 \ 65 / /, o ,// / <br /> 0 A O 99 For ditch design nformaton ,,s / // <br /> Vol. 2C, Exh 7 14Re <br /> P O P <br /> ... ... .. .. 1$ 32 A C h <br /> .. . .. . ... p g �___—.— ' <br /> _7p0p For ditch des n information,see -__ <br /> 70 <br /> Vol. 21 Exh. 7-14R ep <br /> -- <br /> 00 15 <br /> o� 61 <br /> /T <br /> �0 Vl.For ditch desgn nxhformat <br /> 9FIC o 2C, E . <br /> PD 1 0 10 <br /> r T \ Eocy3 Fq�, cPCl <br /> F rdtendesign nfermaten se h TA h I <br /> Vol_ 2C, Exh. 7 14R <br /> EP1 oijC� o° \ <br /> y <br /> J � " E9 <br /> S <br /> .. ..... : ::....... <br /> T <br /> N E <br /> Pl ,,' <br /> .. ..... .. .... ......... . .. ... . ..... .. .. See Vol 2E <br /> . ...... .. ..... . ....... ............ .. <br /> ti <br /> _ Tr, c 9 <br /> � or pond design mformad <br /> yt <br /> : ' PROSPECT POND-007Fl <br /> 00 <br /> O A" <br /> O <br /> t1T o° F EP1 5 �m10H7 ' <br /> " RFgC <br /> I <br /> , <br /> 71 1 Q 14 <br /> . _ 30 <br /> T <br /> � — - <br /> r� <br /> .. ma's. .. For Vol. 2C, Exh. 7t 14D `\, I <br /> tor <br /> Vol 2C, mform anon.see. _. For arch des gn / /r <br /> f <br /> xn 7 14B 13+15 �.— ..� <br /> T / <br /> 8� - \SECTION 16 F � T i � �-' i <br /> 7/ 6+83 7 / ! 40 <br /> — .,_1 so s <br /> \ • T 'lJ rft ��~�' `'`` <br /> 334, <br /> f/ j l <br /> i <br /> For doh desgn nformaton,see 110 <br /> Vol. 13. fxn 7-20E O�GN, �; 1, ' T✓ r uv <br /> IU / 1 i f <br /> O 70` 111 <br /> � 114+39 <br /> a �I <br /> -10 <br /> For ditch desgn information,see .T / OU / / %' ,�j� <br /> I� Vol 13, Exh. 7-20E �� '� _ f _ <br /> /' <br /> / 80 <br /> 9Q J <br /> W / ///�` For arch desgn information,see � <br /> / Vol 13, Exh. 7-20E l <br /> I <br /> For dtcM1/ des golf maton oe 10 Vol. 13, Exh 7- 2020 f ✓./ i \\ ,` i' / / r/" <br /> MOFFAT CO .�T <br /> SECTION 76 POND-009 A BLANCO Col � <br /> I or pond des gn nformano , RIO <br /> N S <br /> 30 i `` '—' <br /> J See Vol. 2E <br /> 40 <br /> I, <br /> For ditch desgn nformaton,see \ % - / J /�y`� r/ <br /> �C <br /> / m <br /> / h <br /> 50oa <br /> Fri <br /> w <br /> A — <br /> 1 <br /> i <br /> For ditch desgn nformah,n,1— <br /> Vol. <br /> Vol. 13, Exh 7 20E <br /> LEGEND WATERSHED BOUNDARIES <br /> Permit Boundary Note. See Map 33 and 33A for Profiles of FOR HYDROLOGIC MODELING <br /> Coordinates m NAD27 Colorado North Zone,US Foot <br /> Postmining Contour Permanent Channels zs 28 z7 2s 2s 3 29 zs ' <br /> ENGINEERS CERTIFICATION <br /> Note. See Map 12 for Ditch Locations and Drainage 27 26 25 30 29 28 1, THOMAS C. PETERSON, being a a6 ° <br /> :. Drainage Boundary Boundaries During Mining 32 33 34 35 36 31 32 33 34 35 36 31 32 33 L censed Professional Engineer in SCALE: 1" = 500' �� Rey\ate\ <br /> s <br /> Tie-In Boundary for Postmining Topography B s 10 11 the State of Colorado, do hereby DATE: 2/1/06 <br /> a� <br /> ° 9� <br /> 7 8 s to 11 i2 7 8 9 T4N certify that this map has been - TCP DRWG. BY: T /FSI <br /> 14 <br /> reviewed by me and is true and Ct AL APPROVED BY: <br /> 17 is 15 13 7 16 15 14 is 17 16 correct to the best of my knowledge <br /> Approx. Limit, Excess Spoil (Permanent Fill) Boundary and information relying on work a COMPANY <br /> W E 20 21 22 24 19 20 21 22 performed b others, and based on FEr , g0 ' DRWG NO. <br /> Sediment Pond 24 19 20 2, y <br /> information supplied by experts E°PLE rxonocT 1oP E MAP <br /> ,� /, ^ J <br /> 29 28 26 25 30 29 28 2'7 26 25 30 29 28 identified in section 2.03.3 of the COIOWyO COdI Company /IV/AP I <br /> Co/owyo Coal Company L.P. Permit. 5731 state Highway 13 <br /> Secondary Drainage 32 33 34 35 36 31 32 33 3+4 35 36 31 32 33 T4N <br /> Meeker,Colorado 81641 Approved 9/9/15 <br /> Postmining Channel - Permanent 5 4 3 2 1 6 MAP 7 " 1 6 5 4 T3N ���oNN Poo ��� i�114, � <br /> 11* <br /> TR-105 <br /> 8 s to 11 12 �1 12 7 8 9 Q ........ <br /> 2J �� No. REVISION DATE BY Ci <br /> S o s rF F G New PMT 0112, Logo update, Reclaimed Units through 2011 <br /> , �,\Ar O• <br /> Collector Ditch - Temporary 17 16 15 1a 1 `p . 13 18 17 16 U 32257 =; o TR-94 PMT contours affected in the East Pit area. 2114112 TCP KRB <br /> MO FAT O. <br /> -- T Reclaimed Boundary (Dec. 2014) 20 21 22 23 24 ��� RIO LAN Oc �p��,•SF Z/�r5' t�` Modified the callout box for the Prospect ditch, deleted several <br /> 20_. 1 23 24 1.9 20 21 i <br /> Fs ••.,,,.•• If 118 temporary ditches and boxes, modified Prospect ditch at Reach 1 4126112 TCP KRB <br /> 500' 0 500' 1000, 29 28 27 26 25 3D 27 26 25 30 29 28 ��I�s/ONA_ �7 <br /> 1 Revised ostminin to o ra h ,revised stocktanks,drainage divides <br /> J Existing Postmining Stockpond (Stock Tank 32 33 34 35 36 31 32 THOMASCPETERSON TR-105 Rjtioeunddostd Iete�E a lo�Exxeli t and Wes[bbs some enaceddChest 2/15/15 TCP KRB <br /> 33 34 35 36 3 32 33 <br /> CONTOUR INTERVAL 25 FT T3N P.E. No. 32257 update recrylamelete boundary <br /> PMT 1214 o m m N <br /> Lengthen East Tab of West Taylor,modified terrace ditches,footprints <br /> � Proposed Postmining Stockpond (Stock an <br /> Terrace Ditch with Flow Direction Arrow (On or across permanent fill) UA /es' TR-105 of Excess Spoil boundary <br /> 6/15/15 TCP Mill <br /> TE <br /> (See Vol. 13, Exh. 7-20, Part G) <br /> TR-705 Added Stockponds 3 and 4 to Streeter Gulch 8/19/15 TCP MWS <br />