|
/
<br /> f
<br /> ■
<br /> -3
<br /> - �_ ._,._ �. � .,.. --- - _,. „ _, l ),• ef,.:: - ; ;. 1. � ; .... ,.
<br /> 3
<br /> F
<br /> \ S- ". '.- :- •.....___ - ..,_..-_, �`j ,. 1. ,., ;. : ' 1. . e -.
<br /> 1
<br /> 1 _
<br /> s
<br /> t
<br /> •
<br /> _
<br /> w
<br /> ^
<br /> fi
<br /> -
<br /> Z It
<br /> / _..
<br /> ,1.
<br /> 61
<br /> -------------
<br /> If
<br /> taw
<br /> rr rF
<br /> aaso
<br /> a
<br /> 595
<br /> i
<br /> f
<br /> ` 3
<br /> q
<br /> s
<br /> ,
<br /> s
<br /> r
<br /> l^ e
<br /> c `
<br /> 11t
<br /> I
<br /> r n 1*00` .`
<br /> 4 mom
<br /> /' - Y --
<br /> is
<br /> 6
<br /> � r
<br /> ♦ r f \ ' Depth W/0:3'Fm*bQpr4Ct'
<br /> 2. h:
<br /> �4
<br /> DITCH CROSS SECTION U - U'
<br /> Depth" wp. Freeboard.
<br /> t / ottom Width
<br /> DITCH CROSS"SECTION L, M, N NI', O, P, Q, R, S, V;
<br /> ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 1. h l v
<br /> Depth w/0-r
<br /> is c Depth e{/1.0' Freeboard Freeboard
<br /> 1 '♦+ ♦ 5'
<br /> DITCH CROSS SECTION N2, T
<br /> ttom Width TERRACE DITCH DESIGN DETAILS
<br /> (FOO-r OF PORTAL B EXCESS MATERIAL STORAGE AREA)
<br /> DITCH CROSS SECTION S, W,X
<br /> ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM D50
<br /> DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP
<br /> TERRACE 2% 0:5' 0' NONE
<br /> GOB PILE #2 BENCH DITCH DESIGN DETAILS
<br /> 0
<br /> DESIGN DESIGN DEPTH D50
<br /> DITCH SLOPE WITH 0.3'FREEBOARD RIPRAP
<br /> BENCH L5 To 3.5% 0.70 To 0.75' NONE
<br /> Depth W/O. Freeboard
<br /> DESIGN DITCH DETAILS OPERATIONS ,75'
<br /> DESIGN DESIGN DEPTH BOTTOM D5o DITCH DESIGN ttom Width h iv
<br /> MTC#I SLOPE WI#J Fla'EEQ(IA VIDT#I'- RtP#AP t ESIGNA7IflN LfiC 1TION
<br /> TERRACE DITCH CROSS SECTION
<br /> +♦' � - _ L- L' 354£i' LI' 4:0=. IS''
<br /> VOLUME lit ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 Gtya PILE#F 8€IveH DlaesS SECTION
<br /> 0
<br /> - 50% 1-01 4.0' VOLUME 114 ALL OTHER CROSS SECTIONS SHOWN ON MAP 19
<br /> N-:N' 5% 1.4. 2.0 12' E. DIVERSION VOLUME IX
<br /> i ♦ NI- NI' 22% IX 3.0 12' W. DIVERSION #2 VOLUME IX
<br /> / N2 -N2' 4.0% 0.6' - W. DIVERSION #2 VOLUME IX
<br /> 0 - 0' 2-30% L2'-L7'
<br /> ♦ �/� - 9' D-Fl4 VOLUME IX
<br /> P -P' 2% 1.01 3.0` 15" D-F7 VOLUME IX
<br /> �, a p G-0B,PILE #3 BENCH DITCH DESIGN DETAILS
<br /> j� DESIGN DESIGN DEPTH D"
<br /> ,c• ' � ♦ ' Q- (?� II% I•"�y - I2` D-J9 FLUME XI R=R' DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP
<br /> - $ 1 3.01 1a?' P-11J VOLUME XI
<br /> 1
<br /> en11 / S -S' _6% L 8' 3.01 - D 3
<br /> .1 voLuraE X1
<br /> T- T' 3.5% I.11 - - W, DIVERSION"#f VOLUME IX
<br /> U - U' 20-30% 1.5'-1.9' - 12 TO 18" F21-I 8 2 VOLUME IX
<br /> 75
<br /> a ■
<br /> ' UZ - U2' 20-50% 0.4' - 6" Q-D3 VOLUME III 2:5h s iy
<br /> 5'
<br /> V - V' 10% 2.3' - 18" D-06 VOLUME IX
<br /> W- W" 0.7% L5' 3.0' - D-.is VOLUME Xf GOB PILE #3 BENCH CROSS SECTION} 1 Z01�
<br /> (� X -X' 1.0% 14' 3.01 - D-.1I0 VOLUME X1 [�of Reclamation.
<br /> DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL.
<br /> �✓ pivision. &Safety
<br /> J2 MR-�-177 Rl�vise disturbed area boundary T.K.B. O2/12,1✓15 PREPARED FOR: PROJECT.
<br /> , LEGEND:
<br /> � J Nlinmg
<br /> Ul
<br /> .31 TR-91 Adequacy Response 15, Incidental Perm, Bound. Rev. T.K.B. 01128115 L L c GE V Q. NO TES; ENGINEER'S CERTIFICATION
<br /> N BOWIE NO. 2 MINE
<br /> z 30 77?-91 Adequacy Response #4 Incidental Perm. Bound. Rev. T.K.B. 01127115 PERMIT BOUNDARY GOB PILE BENCH DITCH I. SEE MAP NO. 79 FOR POSTMINING CROSS SECTIONS. I ham- t this drawingwas done BONE RESOURCES, LLC TITLE:
<br /> Q - - �ee���eeeeee� _ � � �
<br /> CA-0 29 TR-91 Adequacy Response 2, Incidental Perm. Bound. Rev. T.K.B. 10 22 14 DISTURBED AREA BOUNDARY Shrub Clump Outline 2. REFUSE PILE ROADS WILL BE BLENDED IN WITH b direct erWslon cold
<br /> _ q y P # l BOWIE NO. 2 MINE W E
<br /> 28 TR-91 Drainage/SAE mcp updates TK.6. 06125114 k k k k k FENCE ADJACENT SLOPES. # �dlf�� t�'•irlfo atian presented on
<br /> P.o. Box 4e3 OPO POSTMINI G v
<br /> �. 27:11�R-153 Extend culvert C-:13 ��g pb ;r
<br /> �j��14 :, � POWERLINE/TELEPHONE is Is�1'zue nd correct to the `e©wsE RESOURCES, LLc PAONIA, COLORADO 81428 TOPOGRAPHY
<br /> f
<br /> CUL VERT sf fqr i ed and belief.
<br /> No. DESCRIPTION: BY DATE
<br /> -- ---- LIGHT USE ROAD `�., a. PR€PARED BY: STOVER & AS ONE INCH
<br /> REFERENCES --------- _ �, �, a �. � st�c��_�v' I�..,_..� _
<br /> TERRACE DI TCH 2 3 DRMS LD. No. DWG. NAME:
<br /> 2` SEE NEAP 19 FOR CROSS SEC77O1►S EXCEPT L - L' 3 EXHIBIT 8 PAGE 190 - 196 - r 2352 N. 7th street, unit B DESIGNED BY C - i996 - 0 3
<br /> Tout ,. Bishop Date Jet., CO 81501 8
<br /> BERM iti 02 DRAWN BY: L.K.J. or/2a/ss SCALE: ,� MAP NO. 18
<br /> 1 YtILUME I, SECTOV 265.4(2)(6)_
<br /> Color CHECKED' DY 4 i = J00',.
<br />
|