WORKAREA D
<br />SEgIMENT POND -002 A
<br />/ WASHBAY p -002 8 AERATION
<br />/ SE SUMP i8
<br />WEST PITPOND
<br />f or rord desgn aton /0
<br />2E (/
<br />S o�
<br />ee Vol. . 2Ef
<br />� 7000
<br />_
<br />i / CKUN ERDRAIN ordtchdesgnnform7 -JAF:e
<br />- Fa -ditch design mforcnation. Vol. 2C, Exh. 7 -14F
<br />/'' 1.-
<br />— / � - Vol. 2C; Exh. 7-14r
<br />�
<br />I --
<br />10 -�
<br />—
<br />E
<br />IT ForVol. 2C,nExh
<br />H
<br />/ / 1 Q
<br />/ f % i' / e 50 45
<br />\., a / b5 \\ 40 j
<br />70 /
<br />6
<br />dt hd gn nformaton.see g 5
<br />r r--14B o Va'.00
<br />0 /
<br />Ford,td,de -g ronrator "
<br />�� ' Vol. 2C, Exh 7 -148 ,. O
<br />WE J 5
<br />g STP /T
<br />/��,' / 0 5
<br />Ham_,
<br />� r For pcnd desgn nfrn nation. C ` 0 /
<br />5
<br />_ See VoL 2E • �O / y, 1
<br />30 80 , 5 =-
<br />m
<br />__. — 30 +39 N V
<br />� � tee. � �
<br />EW EAST TAYLOR DITCH )))�� _ ��— Fordtchdesgn nt maton.- � � 85 �� � 5
<br />\ �r. - -___- Vol 2C, Exh 7- 148 W `` • C
<br />EAST TAYLOR? POND -010 A \ 70 n
<br />' o - _ E'
<br />- - ,
<br />—_1 for ditch desq, nle,neton. 1 0
<br />' Vol. 2C, Exh 7 14E �� F ,f,, neon see
<br />Vol. 2C, Exh 7-14E
<br />- - For ditch desr gn
<br />15
<br />/�
<br />Apo i\ -... - B • D `Vi
<br />oo 1 ;
<br />STREETER o
<br />? � ULC-H
<br />y
<br />�� (jfJ '- - For diluh d g f matron, sec
<br />P10 5
<br />-:' � U \ Vol. 2C, Exh. 7 -14B � i
<br />30 1
<br />�y 3 C'J�\7 O l
<br />1 �:
<br />/ 2 00
<br />20 = � � 115 { • F ,� 30' �Wll
<br />• E s4 +57 \
<br />_
<br />/ \ Q /36
<br />120
<br />' !VIII
<br />for ditch de nio nat or
<br />9
<br />30-00 vol. zc, Exh. 7 -141 /
<br />/ \\ j - (, For ditch des gn miormatron. IL
<br />O` °'S Fcr ditch design nto,.nat on. see 1 `3 �/ �\ 48 +26 -
<br />/ � Vol. 2C, Exh, 7 14M
<br />1 «(
<br />� %� 13 j 30 3a
<br />s zo � � I� _ .
<br />35
<br />15
<br />J, me
<br />40 L
<br />Q/7 20 40
<br />f. s � • L � o'
<br />For dtch desgn nforrapon. see ��/ 45 00
<br />i 45
<br />For. ditch desi
<br />- gn of h. 7-1 see -
<br />-
<br />Vol. 2C, Exh. 7 14G
<br />o �
<br />s`S'�'.. p' O � Q7 �;7 // � \^ � �,•� —: � � V / __._- .. 50 .. -- _,`' °off
<br />0
<br />G CH
<br />15 fT 55
<br />-IU \ Q l
<br />p C1 o
<br />�F\
<br />,tip i' LLJ 30
<br />65 ll
<br />9 `,. W 3
<br />10 3 5,
<br />r ) 70 Fw ditch design nforn
<br />Vol. 2C E xh. 7tir
<br />7 lr
<br />5 14G
<br />f
<br />U ,
<br />Alp
<br />y
<br />W
<br />a 5� �
<br />o i
<br />165 t / l
<br />Z) i`--i / 85 �
<br />5 Q 4
<br />\, 7 OD RC _
<br />_ � 90 � 50
<br />- �70 r 91 +70
<br />I -
<br />For ditch desgn nrormat on. see / /,- -,"'/� W ` 4
<br />Vol. 13, Exh. 7 -20E
<br />6�2 /� - 9 For ditch desgn nloniamon.
<br />Vol. 2C, Exh. 7 -1415 '
<br />s
<br />?p �• A_ -- ordtcnd gn,fnrmaten.se
<br />, � Vol. 2C, Exh 7 14R
<br />185 e . y
<br />� -, _
<br />1
<br />R _ 187 +3 STEET f ton
<br />1
<br />r- I
<br />ry� , GUL
<br />PD 1 EAIt — f f
<br />ti
<br />For ditch desgn nrormat n. rye 3 jQ
<br />Vol. 2C, E
<br />o, -dt d aton.xe F/ o° EP2 lit
<br />Vol. 3, Exh. 7 -20E �` \ / \ \ Exh. 7- 14R /� 1c, --
<br />Z , ��Kcc,9s,T ° � Tc''S" o°°
<br />9
<br />35 O a' —
<br />- NTEP1
<br />:
<br />- �� -� f ti ✓ \ \ h9
<br />/�� _ I N33s
<br />s
<br />4 / - PROSPE T • G" EP1 * 0° 5 y0 ROSPEC POND %007Ar
<br />\ o°
<br />4 5 • K \. o 8
<br />ROCK UNDERDRAIN 1
<br />I F Vol, 2C, n Exh 7 D
<br />n 14
<br />/ For died, des nromat on se 7 '
<br />Vol. 2c Exh. 7-1 46 13 +15 ° ,SECTION 16 /�
<br />I
<br />For ditch desgn nfonnaton. see
<br />' Vol 13, Exh 7-20E" i l:. 14,
<br />N33
<br />for ditch des qn nlorcnapon, see 7�
<br />0 o
<br />T / / <* H LO
<br />_ Q -10
<br />o
<br />V
<br />�G\1`; \20
<br />i, Ji
<br />I
<br />p FA C 0
<br />r�\ Forddd Jeojri nforrnation. �-- - -�- --
<br />,� Vol. 2C, Ex1h. 7 -148 - � r /
<br />ARLO >
<br />7L
<br />V
<br />N3
<br />/ `
<br />LEGENDNote: For Culvert, Ditch, and pond sizing information,
<br />see "Hydrology Information ", Exhibit 7. 18 1
<br />for Profiles
<br />1
<br />C
<br />DEr 1 �ioio HYDROLOGY
<br />MAP 11
<br />PERMIT BOUNDARY Note: See Map 33 and 33A of
<br />Permanent Channels 19 2
<br />SECTION LINE Note: See Map 41 for Permanent Channel Locations
<br />ENGINEER'S CERTIFICATION
<br />T 1, THOMAS C. PETERSON, being
<br />9
<br />24 Liciensed Professional Engineer in
<br />South Area
<br />es,�
<br />an �+ r S ?
<br />'
<br />SCALE: 1" = 500'
<br />DATE: 11104105
<br />and Drainage Boundaries on Postmining Surface.
<br />POSTMINING DRAINAGE BOUNDARY N
<br />30 2
<br />4 the State of Colorado, do hereby
<br />certify that this map has been
<br />N reviewed and is true and
<br />25
<br />O DRAINAGE NAME
<br />31 3
<br />DISTURBED LANDS AS OF DEC. 2009
<br />the b
<br />correct to the best of my knowledge
<br />and information relying on work
<br />performed by others and based on
<br />36 inf©rmation supplied by experts
<br />identified in section 2.03.3 of the
<br />Colowyo Coal Company
<br />5731 State Highway 13
<br />Fr • Meeker, Colorado 81641
<br />'�
<br />DRWG. BY.. TCP
<br />APPROVED BY: T.A.T.
<br />DRWG NO.
<br />w E 6
<br />MAP 2
<br />Collowyo Coal Company L.P. Permit.
<br />i
<br />r'I'
<br />^
<br />L
<br />TEMPORARY DRAINAGE DITCH
<br />T `�p����PpOUL10 Iii -�
<br />O
<br />/
<br />PERMANENT POSTMINING DRAINAGE DITCH, CONSTRUCTED
<br />&1. ,
<br />12 3 0 s C • PF % F��!
<br />N = v : o �o•; o c
<br />No.
<br />REVISION
<br />DATE
<br />BY
<br />HK
<br />PERMANENT POSTMINING DRAINAGE DITCH, FUTURE
<br />S
<br />1
<br />13 32257 '
<br />i�o :�.72/`/f e .
<br />�R
<br />sec, 16 Ditch Extension
<br />3125108
<br />TCP
<br />TAT
<br />SMALL AREA EXEMPTIONS
<br />- -- • -'
<br />MAP
<br />MOFFATLYI
<br />ilk 11 • •. AP
<br />n,ne� n° zz SSf ONA ••��� `,�
<br />2[I �/'
<br />I, /!� ElJY(!'�"��
<br />TR
<br />81
<br />Logo change, East Taylor! Taylor tnb, Ottch tlesignidea nage bounds es &labels, cone fed
<br />error in Buckskin Draw a p alipnmer" to match Map 41 legertl u�a(e, revisetl disturbed
<br />a ea Updated section lap itch Ex en ion Added s(ation ar 1 c marks to he S oker
<br />Ddch. Added call set �o es on allcha mNS.
<br />1206/10
<br />T(p
<br />{(RB
<br />2A
<br />•K POSTMINE SMALL IMPOUNDMENTS 509 0 500' Y000'
<br />\
<br />THOMAS C PETERSON
<br />P.E. No. 32257
<br />25
<br />7 26
<br />SEDIMENTATION PONDS CONTOUR INTERVAL 25 FT
<br />FLIGHT DATE OCT. 2010 31 32
<br />33 34 35
<br />12A110
<br />36 DATE
<br />R 93 W
<br />
|