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I N c 00o <br />N 342,000 <br />1 <br />113aa,000 ���' <br />11335.000 <br />1 <br />i 6 <br />N33 ,gi y `\ <br />1 <br />d <br />l � i <br />r <br />L <br />�l <br />f_ <br />l <br />n <br />n <br />t <br />4C" <br />T <br />I4 <br />n / \ For desgn information, <br />Vol. �e <br />� Vol. 2C, Exh 7 14L <br />cy <br />g1 <br />u m 100 <br />N X <br />ND o <br />AY 105 <br />Jv <br />C? <br />�Q <br />110 (� <br />Q <br />I FN344X6, <br />115 T <br />F <br />O ' <br />I <br />Q I <br />1,120 <br />For dteh desgn nromaton <br />Vol. 2C, Exh 7-141 / <br />i <br />For ah'i, de��gr nror,naton. s� - 130 <br />Vol, 2C, Exh. 7 -14M <br />ro <br />-II . 135 N 342, 000 <br />15 <br />20 140 <br />25 0Ac 4 <br />j <br />30 J <br />50 <br />35. ✓/' <br />170 <br />I <br />175 <br />180 <br />*J <br />55 <br />75, 7 <br />60 i <br />80 <br />85 <br />90 <br />91 +70 <br />Iti ' <br />oy <br />� 1 <br />'000 <br />PD2 <br />A� <br />� g2 <br />For ditch gesiyn mforrri se <br />Vol. 2C, Exh. 7 -14R CP <br />5 187 +3 <br />ditch rhori <br />Vol. 2C, Exh. 7- 14R\ <br />v /tiq� o EP2 <br />N 375, 000 <br />I_ <br />I <br />1 <br />,_0.:;00 <br />Qm, <br />�. For ditch design 'formepron, see <br />Vol. 13, Exh, 7 -20E <br />W <br />Its <br />V <br />ro, ditch desgn nformat on see ' ul O <br />•;•;g;.,; Vol 3, Exh 7-20E o A <br />... i For ditch de,drl nformaton. s°e - F d!," design nfom,eton, see 2 <br />25 " Vol. 13, Exh 7 20E Vol. 13, Exh. 7-20E �16 <br />j G <br />?5 60 <br />6. <br />p p 20 <br />1 0 <br />Vol. 13�.i 7 20E <br />60 <br />N 334,000 <br />,f 100 <br />' <br />ro dtd,de5gn nfo.,anon.>ee C4j 110 , N �� <br />Vol 13, Exh. 7 -20E Ford,trh / ( 1 Vol. <br />10 O 70 / f <br />10 114 +39 <br />/ J <br />/ 80 <br />dmh d..,rnfrrrr.o, ='e 90 i \ <br />Vol 13, Exh. 7 -20E <br />rrdter d nth. 7-2 7 -2. e \\. 10 <br />13, <br />Vol. 13 Exh 0E 20 <br />i <br />SECTION 16 POND -009 A <br />� Vol. 2C, Exh 7. 14B � <br />30 q po d desgn infpnm trq, <br />i \ <br />Vol. 2E + 32'. <br />t <br />40 ( ,-c' <br />r J <br />� l <br />I <br />For dIed,''egnnfnrmaton, <br />,) Vol. <br />t <br />IN <br />1 <br />1 <br />i <br />31 +74 <br />30 <br />� r r <br />i , <br />\ I <br />25 20 Q <br />22 <br />It I <br />j/ <br />I 15 C�aP�GN <br />I _ 7 1 0 _ j1 <br />f N 325, OG0 <br />Vol. <br />i <br />111 <br />, <br />Permit Boundary <br />Postmining Contour <br />Drainage Boundary <br />Tie -In Boundary for Postmining Topography <br />Approx. Limit, Permanent Fill Boundary <br />Sediment Pond <br />Secondary Drainage <br />Postmining Channel - Permanent <br />Collector Ditch - Temporary <br />Reclaim Boundary (Dec. 2009) <br />9 J Existing Postmining Stockpond (Stock Tank) <br />• Proposed Postmining Stockpond (Stock Tank) <br />-� -� Terrace Ditch with Flow Direction Arrow (On or across permanent fill) <br />(See Vol. 13, Exh. 7 -20, Part G) <br />Note: See Map 33 and 33A for Profiles of <br />Permanent Channeis <br />Note: See Map 12 for Ditch Locations and Drainage <br />Boundaries During Mining <br />/ <br />, <br />i <br />, <br />f <br />F p . d d iyr. mfo not on. <br />See Vol 3 Fxh 20A 'B l n/ri. <br />' �F.,.2�P0 1 <br />r <br />i <br />�I nq m <br />Fri <br />N32C_0.,_ <br />0 <br />WATERSHED BOUNDARIES <br />13, <br />POSTMINING LAND USE IS " RANGELAND 11 18 17 16 15 14 a. FOR HYDROLOGIC MODELING <br />21 T t� am SOUTH TAYLOR AREA) <br />19 20 22 ENGINEERS CERTIFICATION t r,� -„ � <br />24 1, Tl1/OMAS C. PETERSON, being a vol nq.�t <br />4 Licensed Professional Engineer in SCALE: 1" = 500' <br />N 30 29 28 N the State of Colorado, do hereby <br />7 26 25 certify that this map has been DATE: 5/26106 <br />reviewed by me and is true and DRWG, BY" TCP(FSI <br />correct to the best of my knowledge y Colowyo Coal Company APPROVED BY. <br />31 32 33 3 35 36 and information relying on work 5731 State Highway 13 <br />performed by others, and based on low • Meeker, Colorado 31641 DRWG NO. <br />MAP 1 information supplied by experts 0 4 ! 1 <br />A <br />idenitified in section 2,03.3 of the p.f <br />WE 1 Co /olwyo Coal Company L.P. Permit O <br />T <br />12 3 Jp``` Pp O L <br />�o N 4F ��.••' P'•- FJ ��� No. REVISION DATE BY CHK <br />13 : o S FT�Pa'; o Section 28 Collection Ditch Redesign, added TCP <br />32257 �: = TR -75 section lines 6112108 RWF TAT <br />-no RIOBIANCO CO. rO� •� fQ/ loll I : •\ `` <br />23 !- \ Major map edits due to New PMT surface, drains bou�ary ch <br />arses, Logo <br />da <br />MAP 1A 24 ����'; SSfQ^;�..••• \G,``� TR -87 Map 41. of the postmine cha els, legend edits, Iota on map edits. Consolidated 'th li KRB <br />11 YY ` � P <br />500' 0 500' 1000' TR Added flow direction arrows to the terrace benches. 3/1/11 TCP KRB <br />30 28 27 26 25 THOMAS C PETERSON 87 <br />P.E. No. 32257 <br />CONTOUR INTERVAL 25 FT. New PMT TR81 0411, PMT contours affected in the South Taylor. -. Dra.age PMT TR81 0611 31 32 33 34 35 36 4141ff TR -81 Profiles changes to Profiles Trib. B, Trib. D, Trib. E and Trib. H 4115111 TCP KRB <br />DATE New PMT Trill 1 0611, PMT contours affected in the South Taylor area Drainage <br />R 93 W TR -81 Postmining Channels deleted Trib. B & Trib. E, Modified Trib. G & Trib. H 616111 TCP KRB <br />