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TO SILVERTON
<br /> TO CORTEZ
<br /> Haul
<br /> HESPERUS
<br /> 7460 n DURANGO
<br /> 7450
<br /> U.S. 18(}
<br /> ing II Mine Izn
<br /> 7440
<br /> King I Mine TO AZTEC
<br /> 7430
<br /> TO FARMINGTON
<br /> 7420
<br /> 5.uu
<br /> 7410
<br /> 7400
<br /> 7390 0.00%
<br /> 7380
<br /> 5.00°1®
<br /> ------------
<br /> 7370
<br /> DATL�Y DLEV }
<br /> 7360.00
<br /> Cn� Et N r� �C CA N d CV ram. (V� Ci3� CJ� C0 Q C) ti?� C�� LO 00 N 07 (_? 00 C)
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<br /> r M P M . co tY3 ti M C M P+St t°- t- d �, d �. °� d d' h d
<br /> P P• tom- P ti ! ti F b [I- I+ ti
<br /> 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
<br /> 0' 30' 60' 90'
<br /> Scale: 1"=30'
<br /> Existing Section ) F Culvert
<br /> 7520
<br /> 7510
<br /> 7500 N
<br /> 3
<br /> 1 °
<br /> 7490
<br /> 7480 REVISIONS
<br /> DATE DESCRIPTION
<br /> 7470
<br /> ' 06 24 19 TR-27 Revise Map Name, Enlarge Plot Size
<br /> 09 10 19 TR-27 Revise Road Section Sta. 5+90 to Sta. 8+00
<br /> 7460
<br /> 7450 _
<br /> 10%
<br /> 7440
<br /> 7430
<br /> T-)4TUM ELQ
<br /> 7425 00
<br /> r- O C3 Ci Iq 00 C) N M CO Cq d
<br /> d7 Ca CO O 1- Ch tV 4 Ln P+ d C) N
<br /> M `f 14" kt} tt7 CL1 1,- Co 00 6} Gy Cs V--
<br /> Nt of ct Q1 It t[y ttY LO
<br /> ti Pam- P !` P ti P• ti P+ F` r-
<br /> 15+00 16+00 17+00 18+00 19+00 20+00 21+00
<br /> 0' 30' 60' 90'
<br /> Scale: 1" = 30'
<br /> Road Section Sta , 1 + 00 to Sta . 2 + 50
<br /> From Sta , 8 + 00 road curve towards existing haul road alignment ,
<br /> Treated water ditch crosses under road via culvert Sta , 8 + 65 and
<br /> 14 continues along right side of road until intercepting existing southern
<br /> intercept channel ,
<br /> Haul Road
<br /> Preliminary road grades :
<br /> Sta , 1 + 00 1 + 69 is 5 %.
<br /> 2,5 Max, r d; �.ay�0. , �� # . � 2,5 Max, Sta . 1 + 69 — 3 + 42 is 10 %. SEA 1 �Q19
<br /> / / Waste 4/ / / ""` / Sta . 3 + 42 5 + 79 is 15Y.01
<br /> pIVISI( N 0 RECLAMATION
<br /> Y "� Ye MINING AND SAFETY
<br /> i J J tiJ J J M a t e r i a l .-� y J J J J J
<br /> C I, a professional engineer, certify that the
<br /> 5 + 79 on 4 ` " information on this map is correct to the best of my knowledge and belief.
<br /> Scale: Per Viewport
<br /> Road Section Sta 2 + 50 to Sta , 5 + 90 Road Section Stal 5 + 90 to Sta . 8 + 00 N
<br /> 6.0' 8,5 14' _- 4,5' 8' 6,0' 8' 14' 4,5' 2' - 8
<br /> Armored Clean 1,5 Max"/ En ergy
<br /> Water Channel 1,5 Max.
<br /> Haul Road w/ 1' Freeboard 1( Treated Water Channel Haul Road Clean Water Channel 17
<br /> w/ 1' Freeboard `� �
<br /> w/ 1 Freeboard \ .;
<br /> s ,/ 3 _,, GCC Energy, LLC
<br /> �` �� \ 2,5 Max, f`�%\\%\\i
<br /> Armored Treated o 1 — ; `; r //`////// 0 1 �_,�— i r ,,! /i\\/i\\/ 6473 County Road 120
<br /> Water Channel ,.,�— ` \\\\\�'°� ' —� 1 _.�.t— o
<br /> ,- ,;� ,; ; Coal Free �\j\j\/Z
<br /> w/ 1' Freeboard 2,5 Max, -4 . .r�. :, .._ �,i/�a Coal Free r�//< I'l' --' f � 2 f __._.�.__._ _--___ —/�; �' \\//\\`,Er�bankr�ent 1�— '\\//\\/\\//\\�/ 81326
<br /> \ r � \ \ ' \ \ \ \ Hes erus, CO
<br /> \ / / /
<br /> \ Embankment
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<br /> Haul Road Detail
<br /> Scale: Per Viewport Designed By: Tom Bird
<br /> 02 31 62 99 Date: 09/10/19 Drawn By: Tom Bird
<br /> File Path: Envirionmental\King I\Permit Maps
<br /> Scale: 1" = 3' File Name: King I--00 7 Operation Plan & Surf
<br /> Plot Date: 09/10/19
<br /> Plot Time: 9:55 am TR-27
<br /> Approved 9/18/2019
<br />
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