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French Cross Section
<br /> 10,650
<br /> 10,650
<br /> 10,648
<br /> e n r n
<br /> r o Atl in 10,648
<br /> 10,646 '
<br /> r
<br /> V
<br /> y__
<br /> 10,644 :�>6
<br /> _�.- \----c - --- --
<br /> _ _ __�__ _
<br /> _.)'
<br /> r�
<br /> an 6.1 a p) _ - 10,644
<br /> _... _.
<br /> _ .
<br /> 10,642
<br /> 10,642
<br /> 10,640
<br /> 10,640
<br /> O N M d' M M O O O O O O O d' to
<br /> C>D CA p T O O
<br /> O O O O O O O p O C )
<br /> Detail of Leach Field Bottom
<br /> 10649.67' Mine Water Pond PrimarySpilway'
<br /> Detail of French Drain Detail of Mine. Water Pond Liner
<br /> 8" HPDE Pipe 0 .5 ft Freeboard
<br /> 10,649.00' 45mil
<br /> - V ------- --- Fabric ri c Overlap p 2 5 ft P Ypropyle of ne
<br /> 6" Sand I Max Water Hei ht `t I ____ - ' F a Liner
<br /> _ -: - 0 16oz Geotextile
<br /> 10,648.58' . , • 0.5 ft � �
<br /> _=---- --Liner extends across entire pond base.and sides
<br /> 1 Mirafi
<br /> 9„ Crushed Rock - - -- �-�� o ------------�
<br /> �- 160N Fabric
<br /> 2 ''Varies
<br /> o e, ,�
<br /> 10,647.83' 3 ft
<br /> 3 - 6 River Rock .
<br /> 10,647.75' --- 1 Polypropylene & 8 Durable Rounded Detail of Leach Field Liner
<br /> P Geocomposite Liners P � ,
<br /> 7" Crushed Rock
<br /> Trapezoidal Channel
<br /> 0 0 -
<br /> Equal Side Slopes .. .. 4' - 6' Sand
<br /> 10,647.17 .
<br /> r. r'. r. r r.
<br /> .....:..:.
<br /> Undisturbed Mine Waste �� 16bz Gecomposite
<br /> r Channel Lining. 8 Grouted riprap (D5o = 0.5 ft) 2.5 Polypropylene Liner
<br /> 16oz Geocomposite
<br /> Manning's n = 0.025 -:-
<br /> Note: Depths are averages and therefore, elevations are only _.,. ._..
<br /> approximations. Field conditions will vary to a minor amount. Polypropylene Pond Liner Secured In Grouting
<br /> -Liner extends across entire leach field base and sides
<br /> Mine Water Pond Cross-Section M I M
<br /> 10,680
<br /> 10,680
<br /> I J 4--
<br /> 10,670 -
<br /> Wide3 ,� Grout d Chan el W " /FI me 10,670
<br /> pillway ith Co tinuous _ Original Grou dlin n
<br /> Clean Water spillway
<br /> O SI pe
<br /> 0,660 10,660
<br /> I Blrie Dewat ring 3H:1
<br /> O nitorin Syste I
<br /> ca Pipe-with Valve
<br /> � 10,650 on Inlet End
<br /> 10,650
<br /> 10,640 - Sid �Sla e � , S de Slop - -
<br /> 2H: V 211:1�/
<br /> -' 10 640
<br /> Benc h pl nk \Polvero vlene reel..
<br /> Wit __
<br /> `Sne Is Cre k p erg uteri
<br /> Sneffel Creek
<br /> v
<br /> 10,630
<br /> 10,630
<br /> O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N CO Oct' `O � O O O O O O O
<br /> O V_ N M d' LO O ti 00 O O N M d' LO CU N_ 00 O O N co �t LO C0 ti 00 O O T 00 O O �
<br /> O O O O O O O O O O T T T T r �- N N N N N N N N N N
<br /> Horizontal Distance (ft)
<br /> 8" HDPE DR-11 Upper
<br /> Leach Field Cross-Section T-7 Delivery Pipe Level
<br /> Start pipes at 10,669.0'
<br /> End Pipes at 10,667.0'
<br /> -_
<br /> ` t .e `• � � � � � t- '� � � Fin I,Was -
<br /> 3
<br /> t
<br /> � f
<br /> -.._ - ._.
<br /> t .�� l c� >�. r i j I i I - _- _ � 0,670
<br /> � � � j I i � I i j � j _ -_
<br /> I I I i i 1 �
<br /> I
<br /> ----+----+-----+-----+--Allan a-�2-+-----+-----+-----+-----+-----+-----�----+-----�----+-----+------I-----►- --+-----+-----+ �----+-----+-----+-----+-----�------+ --+-----+-----+-
<br /> On ite
<br /> C:
<br /> 10,660
<br /> ' I I' I � r I I I I I I -_-. � I I � I � I I I � I � I Waste OC '
<br /> 660
<br /> cu Mine ater 3H:1 Side SI pe -� ;" Crushed Walste ' each' Field
<br /> H:1V - ,
<br /> t
<br /> > Pond �.. i i Rock i i I I i i i i I i i de Slop„
<br /> tU j i ' I ' ' I I i I i I i i i I I I c r I I I i j I I 2 :1 V
<br /> 10,650 A.
<br /> ierii Pipes !._, I i a ._: t ._ , i t � i
<br /> W valve Bo - _ _ - - i i t , , ,. _ . + 10,650
<br /> ater Flo Mi e ',lVat r Pond t appro :. 1.5% ra
<br /> 10,649'
<br /> 10,645' 10,64T -
<br /> 10,640 J.
<br /> 10,640
<br /> O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N CO Ott' `O � O � � 00 O O O
<br /> O T N Ch d LO CO � 00 O O T N CM � LO CO 1` 00 O O T_ N CM NT In C0 1` 00 O O T O O O
<br /> + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CO
<br /> O O O O O O O O O O r- T T T T T T T T T N N N N N N N N N N co CO t'M co CM co M M M M � d d- � � � +
<br /> Horizontal Distance (ft)
<br /> Leach Field Cross-Section Z-Z' Detail of Gathering Pipe within Leach Field Fortune Revenue Silver Mines, Inc.
<br /> 10,710 10,710 Mine
<br /> -Revenue i - - - -
<br /> .................................................................. ........
<br /> ._.:_ ::::::::...... M
<br /> ::.... :::::::.::::::... :::: ::. . :: a
<br /> ::::::.:.�::::::::.....: : :::::-::.... p -12. Mine Water Plan Cross-Sections & Details
<br /> 107700 10 700 _ : :: :: :::: ::::: :::::: :::::::::::::::::
<br /> Permit Number: M-2012-032
<br /> :::::::::::::: :: ::::::::::.::::.::......: ........ ::::::: ::::::... ::: :
<br /> 12" Sand .. Mine Center Location: Latitude: 37.97477' Longitude: -104.98499'
<br /> -� " H. e. ra d. p r p h ra 12" Sand State: Colorado County: Ouray Nearest Town: Ouray
<br /> 10 690 R° 10,690 D eta l 1 of L l n e r An c h o r fo r Leach Field & Mine 6 er ab ' ' Section: 21 Township: 43 North Range: 8 West
<br /> a -1 N
<br /> ' Major WatershedSneffells Creek to Canyon Creek to Uncompahgre River
<br /> ....:.
<br /> :::.::. :::.:::::::::::::.:::.::::.::::::.::...:........ . .........:.::::.::: :...::... ..::. :::..... ::..:::::
<br /> 1 0 680 Water Pond :.:. :::.::::::: :::::: :: n :.:.::.::_.::: :::.::::::::::::::::::::::::.:::.... Map Scale:As Shown
<br /> 0 10,680 ,
<br /> > 8" HDPE D 11 Upper
<br /> ::.::
<br /> :: ::..
<br /> a� 10,670 ivery I e .eve 10,670
<br /> '= � _
<br /> _ , � .�. .� � Legend
<br /> W y_= lVfnus-32'=__shedstloe :r m. -�
<br /> - 107660 t ;
<br /> 10,660 tf;al Fte#_d { 4 ft - - Polypropylene Liner Layer
<br /> Side lope _ Y
<br /> 2H:1 Polypro ylene
<br /> Polypropylene Leach Field Liner Layer Detail HDPE Pipe
<br /> 10 650 - _M - ' 10 650 e c mposite/Ge t'e
<br /> Gathe ing Pipe Detail - " HDP DR-9 Liner ' Liner
<br /> atheri Pipe level Note: ', � -�, - Perforated HDPE Pipe
<br /> On Site Waste Rock 1 L�,649, ,��Polypropylene Liner ,` ` ,% �` '� �` ��" °�e0 '''' ' " Polypropylene p
<br /> 10 640 Mine Water Pond has / / - -- -- r�!„�
<br /> 10,640 .,�.�- -- �v � � 2 ft �b�oz �eoccs ,.�,-;� Liner - _
<br /> Geotextile Liner installed ,�� .� ___ I Crushed Waste Rock Note: Cross-Section
<br /> O O O O O O O O O O O O O O � below-Polypropylene
<br /> �' �, locations shown
<br /> o � N co d' u7 O ti 00 O O T- N co Leach Field has / � '�� On Map G-11
<br /> + + + + + + + + + + + + + + f.,l ,. , Sand
<br /> o O o 0 0 0 0 0 0 0 �- � � � 7�_�7
<br /> ��•-����••�-��
<br /> Geocomposite installed uncrushed Waste Rock
<br /> Horizontal Distance (ft) above and below ft
<br /> Pipe Boot Polypropylene Original Groundline
<br /> � p Detail of � Gathering Pipes
<br /> -------
<br /> ___ � -''2--HDPE Pipe to Mine Water Pond Excavation Groundtine
<br /> Gath
<br /> e rrn _ eto
<br /> .-Crushed waste rock 12" minus
<br /> 3 Detail Of Pipe 12" S nd Map Georeferencing Information: Datum: 0 NAD27 ❑ NAD83 ❑WGS84 ❑ None(Local)= 6" Sand3' 3 3 Boot a Units:
<br /> __ _ Mapping Projection: State Plane:❑Single Zone 0 North Zone 0 South Zone ❑Other: ® Foot ❑Meter
<br /> r��,•. -" � a� UTM: ❑Zone 12 ❑Zone 13 ❑Zone 14 ❑Other:
<br /> ,,,�. Local System(Name):
<br /> Note: Detailed drawing of
<br /> Liner "':'..:.::.: ':' ::.:.': ":::.,.:'.::.: ;.:: - File Name.
<br /> PI a Boot b Colorado Linin \Silver Star ResourcestautocadlRevenue 2t)0215.2:P Y 9 X dw Date Plotted:
<br /> ip
<br /> _.... .................................................................................... provided in Appendix 12 e? �!ll5
<br /> 6" sand layer above and
<br /> w M-2012-032 AM01
<br /> 10, below pipes. Sand layer ' R
<br /> around 8" dia. pipes 3
<br /> �4
<br /> get 6 t,, e
<br /> ` u x Greg Lewicki And Associates
<br /> Notes: Designed: BL/TRM Revisions B Date r s dt
<br /> Drawn: BL/TRM �
<br /> 11541 Warrington Court Phone(303)-346-5196
<br /> Parker, CC USA 80138 E Mail info lewicki.biz
<br /> Checked: GL �.� w.®ll� @
<br /> Approved: GL /
<br />
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