|
ST-A ST-A'
<br /> 8500
<br /> 8500
<br /> i
<br /> 9400 L , '
<br /> 8400
<br /> 8300 I 8800
<br /> 82W _ ✓ -
<br /> .._... . .— 18200
<br /> 8100 8100
<br /> ny
<br /> 8000
<br /> :;r;: '
<br /> 7900 "
<br /> . , _- 900
<br /> «
<br /> ,
<br /> , « « « +
<br /> 1--Aodmaemefelfmltefimole-edhfgtmellminirg • • • • ' ' ' ' '
<br /> 7800 _. _
<br /> . ,
<br /> — ' " " 800
<br /> ,sue
<br /> . , . . . , . . . ,
<br /> 7700
<br /> 7700
<br /> 7600
<br /> 7600
<br /> 7500 7500
<br /> 4 i
<br /> 7400
<br /> 1400
<br /> I
<br /> I
<br /> 7300
<br /> 7300
<br /> S o 0 0
<br /> 0 0 $ $ o
<br /> CROSS SECTION ST-A to ST-A'
<br /> Horizontal Scale: 1"= 500'
<br /> Vertical Scale: 1"= 200'
<br /> 8400 S T S T B SM
<br /> 8300
<br /> I 1
<br /> I
<br /> I
<br /> 8200
<br /> ,__- . __ _... _ __� ___— 8200
<br /> Premise rode ___- _- _-
<br /> Woo L_. _.
<br /> 8 100
<br /> 8000 South TaybrFH Design .. '
<br /> + + .
<br /> 7900 Postmin : , . « . . , . , ,
<br /> 4 ,
<br /> . . . . . . . . . . . . . . . . . . .
<br /> _- _ . , . . .
<br /> ___ _.... . . . 800
<br /> -. .- .. . ,
<br /> . +
<br /> , «
<br /> . +
<br /> , , ,
<br /> :..
<br /> .......«
<br /> + , +
<br /> +%a.
<br /> + . . . . „ + « + , +
<br /> 7700
<br /> 7600
<br /> 7500
<br /> ! 7500
<br /> o N m ov voi go �/ o
<br /> CROSS SECTION ST-B to ST-B'
<br /> Horizontal Scale: 1"= 500'
<br /> Vertical Scale: 1"= 200'
<br /> 8400ST-C ST-C'
<br /> 8300
<br /> 8300
<br /> 8200 _-- _ - - South Taylor Fill Design
<br /> 8200
<br /> i
<br /> 8100 8100
<br /> 8000
<br /> ..�.,.. _. _ 8000
<br /> 7900 „'.:
<br /> 7 7800
<br /> 7600 ioGo..
<br /> raphl
<br /> pe
<br /> Postm' _-
<br /> i
<br /> ..
<br /> 7700 ..... . . ...
<br /> .. . - ...
<br /> . _. .
<br /> 7600 -gpproxreate limit ofcomplefed high"llmimm9 - _ -._ _ - __ 7600
<br /> Mae No hghwell nwYrlp tlirectlyurMer eAS Sectlm. IMsmial,,aaNarAsaet
<br /> �./• .-. eNrre eq• .3a0leeleaYWNAs searmerq pmpmsaesro tllemlWpAf4WbK
<br /> ': EkvaNww ansxn for Mehielmatl Male va ePW�mfe buaMPl(ryarBY80'an.
<br /> 7500 75W
<br /> I j
<br /> --.. 7400
<br /> I
<br /> 7300
<br /> g 8 a o 8 0 8 8 8 g o 0
<br /> + + + + + + + + + + o 0 0 0 0 0 0 p
<br /> goo n W Ol O
<br /> CROSS SECTION ST-C to ST-Cl
<br /> Horizontal Scale: 1"= 500'
<br /> Vertical Scale: 1"= 200'
<br /> 8300 S T—D
<br /> _ ST-D'6300
<br /> 8200
<br /> 8200
<br /> t
<br /> 8100
<br /> « . .
<br /> „
<br /> .r
<br /> „
<br /> 7
<br /> 7800
<br /> . . . . .
<br /> . « , . . +
<br /> . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> +
<br /> . . . .7700 . . . . . . . . . . . . . . . .
<br /> . +
<br /> -_- . -�Appratlmare limit ofcnmpleted hlghwall mining ' -. '.'-•-.3,y'.r"---'- - - -- --•__ . -- ___- - 700
<br /> mete limn of com letetl hl hwell minis Nde 71 imngpaaala k rale Gneappw.6501eet wastatmis section enapmgressesro meeev vi,avt5o teaz �. -•'j 7
<br /> APPrdtl P 9 9 Ererehms snwnror mam nen ' • + + + + + . - - - • '
<br /> Nue:mis mlmagpa��saeerawreaw.o..sggrearwmtwmiss«nonaatlwagressasronro asnaeoutzegiroat. g uanaisare hasatlon meEsoenl geoiogb moeel. . . . . + ,.-'_`+',',':;: • +.
<br /> 7800 taweaansnawniwmefN9NrellnenelsereouetlmNwE—rr9ealogicmatlei. - 7600
<br /> 8 8 8 + 8 8 8 8
<br /> 0 0 0 0 + o o + �+ 8 +
<br /> N CROSS SECTION ST-D to ST-DI
<br /> Horizontal Scale: 1"= 500'
<br /> Vertical Scale: 1"= 200'
<br /> 8100ST--E
<br /> __ ----- ST-E'
<br /> - 8100
<br /> Postmine Topograph ..........................................._
<br /> .. ... ... ... ... .. _. - - 8000
<br /> a.
<br /> 7900 7900
<br /> I
<br /> 7800
<br /> I
<br /> - 7800
<br /> 7700
<br /> 77W
<br /> I �
<br /> 7600
<br /> -- 7600
<br /> I -
<br /> 7500
<br /> 7500
<br /> 7400
<br /> 7400
<br /> 0 0 0 0 0 0 0
<br /> o $ o 00
<br /> + + +
<br /> RECEIVED
<br /> N of V to to r` oe W o
<br /> CROSS SECTION ST-E to ST-Ell SUN 19 Z015
<br /> Horizontal Scale: 1"= 500'
<br /> Vertical Scale: 1"= 200'
<br /> Division of&safety'on,
<br /> Mining
<br /> Approved 9/9/15
<br /> TR-105
<br /> Legend PREMINING & POSTMINING
<br /> CROSS SECTIONS
<br /> SOUTH TAYLOR
<br /> Premining Topography
<br /> SCALE. SEE SECTION TEXT
<br /> Postmining Topography ENGINEERS CERTIFICATION 0 DATE. 5/24/06
<br /> 1, THOMAS C. PETERSON, being a
<br /> Note: For South Taylor Cross Section Locations, See Licensed Professional Engineer in DRWG. BY SCP/ESI
<br /> the State of Colorado, do hereby COAL APPROVED BY:
<br /> Premining Topography Map 18A, & certify that this map has been COMPANY
<br /> Pit Floor Following G8 Seam Removal ll reviewed b best of my know edge s 1Ty �4G DRWG NO.
<br /> Postmming Topography Map 198 ,p �]
<br /> South Taylor Fill Design and relying de other information supplied �QPtE_ MAP LOB
<br /> by experts Identified in section supplied
<br /> ie the r - PeouvCTioN'E�
<br /> y g Colowyo Coal Company L.P. Permit. COIOWyo Coal Company
<br /> 5731 State Highway 13
<br /> Meeker,Colorado 81641
<br /> Highwall Mining Panels � O kO♦♦♦♦ 1)0"L/ I,*�i:� No. REVISION DATE BY CHK
<br /> �� � P�c7•: 2� i
<br /> Rim
<br /> Approx. Location Of Excess Spoil (Permanent) Fill
<br /> 32257 TR-81 South Taylor Fill, PMT edits and Logo edit 8103109 TCP TAT
<br /> ...................................................
<br /> .....................................
<br /> Approx. Location Of Unclassified B Ctfll 500' o 5001 100 0 s IS
<br /> N ��G♦♦♦♦♦
<br /> TR-81 South Taylor Fill Design
<br /> and Temporary Fill areas 11112109 TCP TATO
<br /> /v"� .1" ♦1- f' �'� South Tay or ill n:: adde to legend,included zones of highwall mining on
<br /> (HORIZONTAL SCALE ONLY) THOMASCPETERSON TR-81 cross sections,addedHWM notes,added Postnaming Topography Prior toTR81 12106110 TCP KRB
<br /> P.E. No. 32257 to all cross sections.Edited ermanent&temporay fill hatches and legend edits.
<br /> Approx. Location Of Permanent Fill Within Pit Limits p
<br /> Revised the Pit Floor on ail cross sections.
<br /> 1I$1(5 TR-105 Updated Profiles with PMT 1214 and updated logo. 2114115 TCP KRB
<br /> Approx. Location Of Temporary Fills Updated Profiles with PMT 1214 footprint,edits to outdated temp.
<br /> TR-105 spoil pile limits,truncate profile lines at pit shell 6115115 TCP KR8
<br />
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