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i
<br />i
<br />N0 8,000 7 %
<br />O - 1 m m
<br />O `O O
<br />o° °o WORK EA
<br />SEDIMENT P ND
<br />WASHBAY
<br />WEST PIT POND -006 A
<br />i
<br />� For yard aesgr mfernaten. / 'f i --�
<br />/ See Vol. 2D ' '
<br />i
<br />For dd -, ignm r- ,aton, -_ -
<br />F.
<br />See Vol. 2E
<br />I
<br />10 \
<br />For mtrn derg s rmat o, - / /
<br />For damn desyn mfo.nae on. see 5 Vol. 2C, Exh. 7 -14F /
<br />- -1n-_. - - -- E
<br />For ditch de4 gn nfa ho A � //
<br />0 y / TOKER DITCH Vol 2C, Exh 7 -14
<br />\ � ;
<br />50
<br />45 / \
<br />"<)A ;' 85
<br />v
<br />20,' �®
<br />55 40 J )�
<br />/ Q F 70 A�
<br />Cf) ILl -- For d e, n des gn f t ..� r 60
<br />Vol. 2C, Exh. 7 -14B
<br />2 r0 �i
<br />�t, / - \� {'
<br />25 1
<br />f � For dtd, dzsign mforrt at on e
<br />� Vol. 2C, Exh. 7-1415 _ WES- T _ r d des
<br />� 75 0 � -poi gn ,fonat ten.
<br />�fT 35 20 1 See Vol 2D
<br />arpmnaa-- gninformaeion, k \� T hn �OlLct, � 30 15
<br />See Vol. 2E / 3
<br />o / 80 0' 10
<br />C30 .`
<br />2 5
<br />5
<br />EAST YL O DITC
<br />85 6
<br />or mr n d mfem,aeon. e �
<br />. + \ Vol 2C, C, Exh.7 -148 (r C \
<br />ST TAY POND -oi"A - 70 I �\
<br />QJ `5
<br />90 Ui
<br />o- du es
<br />c,dyn of ton, e 10
<br />-.i ol 2C, Exh 7 -14E F\
<br />co "'J For dtrf design nfo ,t >n. .=rc
<br />O Vol 2C, Exh 7 -1 4E STREF'cR POND ,01 A
<br />5
<br />95 > 15 F\`
<br />R cc
<br />15 -
<br />° � 15T,
<br />w I 100 cq
<br />20
<br />CO A� 2
<br />105 V J �J 20
<br />25
<br />co A
<br />p0 0 25 QQ `L �
<br />L n
<br />i
<br />1 / Q O
<br />1 r,. rodech des gn nformat or. <>=e 5
<br />110 (V Vol. 2C, Exh, 7 14B {
<br />2 30 J j I r VGA.
<br />- CO 30
<br />000 ,,p
<br />�1
<br />25 20 - -� 1 5 • 30
<br />F 34 +57
<br />nrs,naton.
<br />�� - - _ � i �/ • E 35 For d de
<br />cc
<br />See Vol 2D
<br />35
<br />/ 30 - 2O 120 36 +50
<br />� z , . 5 ° O_��- � \ � Ga1LC PoNtsoo4A
<br />- - -- --
<br />40
<br />I - - -- -
<br />0 l - / 10
<br />35 dt d ign,rf ,tor
<br />30 00 Vol. 2C, Exh 7- 141 `• / I 45 5 -- _ 1
<br />def des,yr .�r,atrtn _e Qo
<br />Vol. 2C, Exh 7-"14L _ _____- _. ___. - ._ _ a 0 5
<br />40 ordt�n aesgn of - ratane 130 8 +26
<br />i -•>, 00 Vol 2C, Exh 7 -14M i'' - --
<br />Ji` E X01 10 25 - - 10
<br />b
<br />135 35 30
<br />For ditch des gn nforrnaton. see
<br />Vol. 2C, Exh 7 I'Z -
<br />/
<br />15
<br />Yf
<br />20 140
<br />25 O 45
<br />30 J� y50
<br />�\ 35.
<br />15
<br />X40 _
<br />• - 20
<br />45 Ford t + d sign mformat on, =°e ll
<br />^, Fa ditch design mformadon, see
<br />j - _ \ Vol 2C, Exh. 7 14G "I I
<br />% I Z1
<br />50 (Y
<br />� I-
<br />/
<br />'251
<br />i
<br />55
<br />30
<br />/
<br />10
<br />65 N
<br />t
<br />11+91
<br />70 PO tp 10 For d 35
<br />1� m r d gr nm,mat on, see
<br />75 Vol 2C, Exh. 7 -14G
<br />/ 1
<br />80 j
<br />'f Qi 5 40
<br />85
<br />0 �
<br />45
<br />I f
<br />90 50 s p� O
<br />170 91+70 v *110`
<br />55 P
<br />G
<br />175 D ty� i 60 v, /
<br />\ j PD2 q 65
<br />\- -' 'T For ditch design rformation see /
<br />^� "Y Vol. 2C, Exh. 7 14B /
<br />180 \ Rp2
<br />-32 sA
<br />Fvr d,tch de5gr cro eaten. e spy CP Vol 2C, Exh 7 -14R 6 /2cy 70 16.5
<br />\\ \\ \187 +3 mfo,matio1413
<br />14B
<br />PD1 0°- ACH x 10 /
<br />o
<br />F dt r, 2C, f trte, h , - -� / �Q� 1��
<br />vol. 2c Exh. 7-14P � o / ! TO
<br />o
<br />EP2
<br />o
<br />`� For pond desgn rtor ,abc
<br />h
<br />ROSPECT PQND -007 A
<br />O
<br />• EP 1 o0 5
<br />o
<br />(U
<br />Q
<br />Qm
<br />For ditch desgn nfnrmaton, see
<br />Vol 13, Exh 7 -20E
<br />33 000
<br />1
<br />F dt hdesgn nformat on, see ��[J�
<br />Vol. 13, Exh. 7 20E
<br />2 i,�
<br />_s
<br />r
<br />/ 40
<br />\
<br />100
<br />r
<br />I
<br />110 l \ f/ J i `, ti nr d tch des, nfnrmaton e
<br />rf,
<br />' Fw d ten desgn ofonnat on, see
<br />Vol 13, Exh. 7 -20E , r= � ""� Vol. 2C, Exh. 7 14B . j-
<br />j ((G��pN 70
<br />114 +39 O��G
<br />10�\
<br />80 �T /
<br />.� / /�, �\-- Forded desgn nfrrmatnn �e
<br />90 Vol 13, Exh. 7 -20E ��-- -'-'�✓ � � �-�' � 1
<br />ji
<br />Fer d ern 10
<br />Vol 13, Exh 7-201f 20 11, _
<br />�, _ _ � ,. MI O F FAT C O
<br />F
<br />SECTION 16 POND- 009A
<br />�- rrat�n des. nformat nn, se= \ ` �!
<br />30 For pond nlormaion,
<br />ee Vol. 2 I , � RIO
<br />BLANCO CO
<br />1 i/ rJ j
<br />v
<br />40
<br />dtch design nformah+on. see - -
<br />Vol. 13, VA. 7 -20E `^
<br />1
<br />1 ,
<br />O
<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. 2011)
<br />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 Channels
<br />Note: See Map 12 for Ditch Locations and Drainage
<br />Boundaries During, Mining
<br />N
<br />S
<br />500' 0 500' 1000'
<br />CONTOUR INTERVAL 25 FT.
<br />PMT 0112
<br />19 20 21 22 24 T ENGINEER'S CERTIFICATION
<br />4 11 THOMAS C. PETERSON, being a
<br />Licensed Professional Engineer in
<br />30 29 28 7 26 N the State of Colorado, do hereby
<br />25 certify that this map has been
<br />reviewed by me and is true and
<br />correct to the best of my knowledge
<br />31 32 33 3 35 36 and information relying on work
<br />performed by others, and based on
<br />MAP 1 information supplied by experts
<br />identified in section 2.03.3 of the
<br />�7.
<br />1 Colowyo Coal Company L.P. Permit.
<br />�e A T `` \IIIIIIIII //7 j
<br />e qs 1 12 3 0' 0 L
<br />N o s c. afro ••
<br />��. 13 32257
<br />MOFFATM
<br />1�(f
<br />23
<br />24 �i �F • .... °'
<br />4z 3/0
<br />30 28 27 26 25 THOMAS C PETERSON
<br />P.E. No. 32257
<br />31 32 33 34 35 36 Z'11�/12'-
<br />DATE
<br />R 93 W
<br />If
<br />O
<br />1 /
<br />m,
<br />rn
<br />N�
<br />O
<br />WATERSHED BOUNDARIES
<br />FOR HYDROLOGIC MODELING
<br />®' \ SCALE: 1,, = 500'
<br />r DATE: 211106
<br />DRWG. BY: TCPIFSI
<br />COAL APPROVED BY:
<br />49FE COMPANY�4Gi. DRWG NO.
<br />PE.O l
<br />Colow y o Coal Company n v
<br />11i MAP 41
<br />5 Highway
<br />Meeker, Colorado 81841
<br />uwisiow of Koclarnafion,
<br />No. REVISION Mining and Safet;l DATE BY CHK
<br />TR Major map edits due to New PMT surface, drainage bourdarychanges, Logo change,
<br />81 Redesign of the postmine channels, legend edits, location map edits. Consolidated with 12106110 TCP KRB
<br />Map 41A
<br />TR Added flow direction arrows to the terrace benches. 311111 TCP KRB
<br />81 New PMT TR810411, PMT contours affected in the South Taylor area Drainage
<br />TR -81 Profiles changes to Profiles Trib. B, Trib. D, Trib. E and Trib. H 4115111 TCP KRB
<br />New PMT TR81 0611, PMT contours affected in the South Taylor area. Drainage
<br />TR -81 Postmining Channels deleted Trib. B & Trib. E, Modified Trib. G & Trib. H 616111 TCP KRB
<br />New PMT 0112, Logo update, Reclaimed Units through 2011
<br />TR -94 I PMT contours affected in the East Pit area. 2114112 TCP KRB
<br />m
<br />y
<br />�
<br />fa
<br />m
<br />O
<br />O
<br />I
<br />O
<br />18
<br />17
<br />16
<br />15
<br />14
<br />1
<br />19 20 21 22 24 T ENGINEER'S CERTIFICATION
<br />4 11 THOMAS C. PETERSON, being a
<br />Licensed Professional Engineer in
<br />30 29 28 7 26 N the State of Colorado, do hereby
<br />25 certify that this map has been
<br />reviewed by me and is true and
<br />correct to the best of my knowledge
<br />31 32 33 3 35 36 and information relying on work
<br />performed by others, and based on
<br />MAP 1 information supplied by experts
<br />identified in section 2.03.3 of the
<br />�7.
<br />1 Colowyo Coal Company L.P. Permit.
<br />�e A T `` \IIIIIIIII //7 j
<br />e qs 1 12 3 0' 0 L
<br />N o s c. afro ••
<br />��. 13 32257
<br />MOFFATM
<br />1�(f
<br />23
<br />24 �i �F • .... °'
<br />4z 3/0
<br />30 28 27 26 25 THOMAS C PETERSON
<br />P.E. No. 32257
<br />31 32 33 34 35 36 Z'11�/12'-
<br />DATE
<br />R 93 W
<br />If
<br />O
<br />1 /
<br />m,
<br />rn
<br />N�
<br />O
<br />WATERSHED BOUNDARIES
<br />FOR HYDROLOGIC MODELING
<br />®' \ SCALE: 1,, = 500'
<br />r DATE: 211106
<br />DRWG. BY: TCPIFSI
<br />COAL APPROVED BY:
<br />49FE COMPANY�4Gi. DRWG NO.
<br />PE.O l
<br />Colow y o Coal Company n v
<br />11i MAP 41
<br />5 Highway
<br />Meeker, Colorado 81841
<br />uwisiow of Koclarnafion,
<br />No. REVISION Mining and Safet;l DATE BY CHK
<br />TR Major map edits due to New PMT surface, drainage bourdarychanges, Logo change,
<br />81 Redesign of the postmine channels, legend edits, location map edits. Consolidated with 12106110 TCP KRB
<br />Map 41A
<br />TR Added flow direction arrows to the terrace benches. 311111 TCP KRB
<br />81 New PMT TR810411, PMT contours affected in the South Taylor area Drainage
<br />TR -81 Profiles changes to Profiles Trib. B, Trib. D, Trib. E and Trib. H 4115111 TCP KRB
<br />New PMT TR81 0611, PMT contours affected in the South Taylor area. Drainage
<br />TR -81 Postmining Channels deleted Trib. B & Trib. E, Modified Trib. G & Trib. H 616111 TCP KRB
<br />New PMT 0112, Logo update, Reclaimed Units through 2011
<br />TR -94 I PMT contours affected in the East Pit area. 2114112 TCP KRB
<br />
|