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 />
|