L
<br />Im
<br />c
<br />1 0
<br />O O
<br />a
<br />g
<br />No
<br />L.
<br />_ ''
<br />._ _.__.__._ __. _.__.__.
<br />__ \ � . •� e P' \ \� �n I
<br />,�:. I � 1.
<br />it
<br />W
<br />z
<br />u
<br />z
<br />O
<br />0
<br />55
<br />1
<br />Lu
<br />0
<br />w
<br />_'"'r. --J
<br />\
<br />... v�, °
<br />/ ��
<br />`
<br />Ij
<br />` \\` \
<br />�_. -.\ -.r, K
<br />'+♦\.
<br />HPONDG
<br />"
<br />�t
<br />_
<br />asszzz --
<br />o0
<br />DRAIN VALVE
<br />✓ {
<br />i"
<br />/i' "'
<br />i -. y \ : _..::: ` r
<br />-q :,�, • \ - .... __ _ --�, E DETAIL
<br />2" DRAIN PIPE
<br />s A
<br />_—
<br />_
<br />Ole
<br />IN
<br />"
<br />t
<br />_
<br />6" MAIN PIPE
<br />r
<br />200
<br />-
<br />\ N 213,560-
<br />y
<br />i�
<br />•G.:• / `1.
<br />//
<br />�U�dMF{ RELIEF
<br />I
<br />Y
<br />t
<br />/
<br />d
<br />...
<br />% %
<br />�
<br />VALVE
<br />VE .- ......i!
<br />r
<br />•�
<br />j
<br />p
<br />J - o
<br />\.,•. .-✓ o
<br />� 1 'n f°oI
<br />.•�
<br />�'�
<br />{ -'
<br />DETAIL 2 - VACUUM RELIEF VALVE
<br />(NOT OT SCALE)
<br />A'
<br />1
<br />,
<br />/
<br />EMERGENCY DW�IN
<br />AT LOW POINT
<br />ni
<br />c
<br />'\ N
<br />I.:
<br />(DRAIN O CIS
<br />�
<br />���! �
<br />DRAIN TO
<br />�..
<br />�
<br />-•
<br />A., /-
<br />- -" ,:�
<br />__.,.
<br />/
<br />ir'4�,
<br />TRUCKS 6 "MAIN
<br />1
<br />_.�i'__�
<br />-,
<br />A 2" HDPE Al
<br />'
<br />.
<br />L -
<br />J —
<br />/
<br />N 212,000
<br />J I
<br />+ RETURN LINE
<br />J
<br />2 000
<br />BACKFILL
<br />ROAD
<br />949 Ann
<br />s�_
<br />l
<br />�•
<br />\ ��—.� !
<br />\
<br />.♦ f/
<br />\
<br />��
<br />I
<br />j� , � � � � �
<br />\.,.. �.... \
<br />\ ` i
<br />". ,
<br />I
<br />�
<br />LINE TO
<br />LOWERS
<br />. \♦
<br />_
<br />_
<br />HOLDING
<br />- INTAKE LINE
<br />_
<br />7 V-77
<br />a
<br />6
<br />VALVE
<br />If
<br />200
<br />j
<br />-
<br />„
<br />�+ro
<br />'i
<br />/
<br />v♦
<br />'1
<br />60 HD:,
<br />6" HDPE PIPE
<br />. M 19� a k'
<br />SEE DETAIL 3
<br />SELF -PRIME
<br />+ 18"
<br />( 1
<br />s �, Cll P•
<br />-, -- y _s
<br />_ N
<br />/
<br />211,000
<br />400 HD BOOSTER
<br />(WILL OPERATE DURING
<br />BEDDING 2.5'
<br />MATERIAL
<br />PUMPING
<br />PUMPING TO TAILINGS POND)
<br />DETAIL 1 — EMERGENCY DRAIN
<br />411
<br />� �
<br />� � o /
<br />°o �
<br />PIPELINE TO
<br />TAILINGS POND
<br />OT TO SCALE)
<br />N E
<br />( )
<br />CIS
<br />cq
<br />' 1( I l
<br />..., t...... _
<br />; `: ° !
<br />DETAIL 3 - TRENCH
<br />\
<br />Ir 1I
<br />�F `,_ ._ -. `' /r/
<br />) //
<br />DETAIL
<br />4 - PUW COPWIGURATION
<br />(NOT OT SCALE)
<br />`
<br />��
<br />L -` •_�\
<br />(NOT OT SCALE)
<br />F
<br />, ;-
<br />!
<br />-
<br />-- \
<br />N 210,000
<br />—
<br />/
<br />HOLDING
<br />PONDS
<br />HIGH POINT
<br />VACUUM F VALVE
<br />RELIEF
<br />(/ v ,
<br />',
<br />r • `.. A
<br />8800
<br />`
<br />,',
<br />j
<br />v��
<br />94 (10
<br />��
<br />5668 77
<br />ease
<br />�ti
<br />\
<br />\\
<br />If
<br />? t�' `'
<br />j \,``
<br />\ �♦
<br />r,
<br />If
<br />If
<br />8400
<br />Ui
<br />_. ,.. �.. i N 209.000
<br />84M. ou w w 9 til t.
<br />a m
<br />.
<br />. q gg w .�
<br />e
<br />R R w R
<br />r
<br />•.
<br />r'"l'.,t
<br />• /
<br />2+00 8+00 8+00 10+00 72+m 14+OD 18+00
<br />76+00 a6+aB 71+00
<br />24+00
<br />18.00 28,80 30+00 32+80 WWI 35100 30+00 40100
<br />42400 444W 48100 48100 1114m 62+w WW 66+00 s8+00 BBroo 82.80 64+00 85.00
<br />If
<br />If
<br />t•. 1
<br />r
<br />'�
<br />(
<br />�� -, 1 }
<br />\. - ji li�
<br />t i+ P, i
<br />....
<br />,7 / ; I . -
<br />i
<br />/
<br />HIGH POINT
<br />VACUUM RELIEF VALVE TAILINGS
<br />PONDS
<br />. .
<br />N 208,000
<br />i
<br />•
<br />8680
<br />4
<br />l�' ;''. -
<br />i I
<br />f •--
<br />'�
<br />/
<br />EMERGENCY DRAIN
<br />�., ;'
<br />/
<br />AT LOW POINT
<br />(DRAIN TO TRUCKS)
<br />` I
<br />HW POINT
<br />/
<br />VALVE RELIEF
<br />- - -- --
<br />N 207,000 SCALE
<br />IN FEET
<br />E i a i
<br />137
<br />I
<br />88+00 88+00 70+00 72 +00 74+00 78+00 75+00 80 +00 82+00
<br />54+00 08+00 80+00
<br />00*00
<br />82+00 84+00 05+00 88+0D 100W0 402+00 10600 108+00
<br />108.00 110+00 712+00 11N00 118+00 118+00 12D+00 122+00 126+00 118+00 128+00 130000
<br />01
<br />.7
<br />0 400 0
<br />800
<br />/
<br />O
<br />Permit Numoer
<br />t, TAILINGS POND
<br />/
<br />o
<br />WATER DISPOSAL PIPELINE PROFILE
<br />Sectio /Exhi oc,3aesn
<br />— '!�—————----
<br />l
<br />�r/ /
<br />rV
<br />W
<br />-
<br />— — -1g,
<br />Class:j48evision �� �� l e` t
<br />Typelee9 - - 4----- r-w-
<br />f
<br />/
<br />ro OGe -- -- -- '- ---- -- -- ---- -- -- -- -` -1-=
<br />Class: D Reporl D Hydro OGeneral
<br />Doc Type:
<br />i
<br />13AOD14whon (Coal onlv) D Bond O Enforcement ❑ Incn"r. inn
<br />a
<br />g
<br />w
<br />o��,DU RE�jjl
<br />��,�• �LOVp� F
<br />7,132 f JW
<br />Mlo- '►- crve44.
<br />AIL
<br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081
<br />PREPARED BY
<br />I
<br />SHEPHERD MILLER
<br />INCORPORATED
<br />PREPARED FOR
<br />Badw Ill Flt un p, Ino.
<br />Stn Luh, Colorado
<br />SAN LUIS PROJECT
<br />TITLE
<br />PIPELINE FROM HOLDING POND
<br />TO TAILINGS POND
<br />PROJECT: ' OMNBNO � I
<br />10026TAS -BUILT OCTOBER 1999
<br />sc ; AS NOTED Acne FILE. TREAT -PL
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />0 0 0 1 3 1 2 1 1
<br />No
<br />DESCRIPTION
<br />BY
<br />jCHKD.
<br />APPROVED
<br />DATE
<br />it
<br />W
<br />z
<br />u
<br />z
<br />O
<br />0
<br />55
<br />1
<br />Lu
<br />0
<br />w
<br />w
<br />o��,DU RE�jjl
<br />��,�• �LOVp� F
<br />7,132 f JW
<br />Mlo- '►- crve44.
<br />AIL
<br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081
<br />PREPARED BY
<br />I
<br />SHEPHERD MILLER
<br />INCORPORATED
<br />PREPARED FOR
<br />Badw Ill Flt un p, Ino.
<br />Stn Luh, Colorado
<br />SAN LUIS PROJECT
<br />TITLE
<br />PIPELINE FROM HOLDING POND
<br />TO TAILINGS POND
<br />PROJECT: ' OMNBNO � I
<br />10026TAS -BUILT OCTOBER 1999
<br />sc ; AS NOTED Acne FILE. TREAT -PL
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />0 0 0 1 3 1 2 1 1
<br />ENGINEERING RECORD
<br />BY
<br />DATE
<br />it
<br />W
<br />z
<br />0
<br />55
<br />1
<br />Lu
<br />0
<br />w
<br />o��,DU RE�jjl
<br />��,�• �LOVp� F
<br />7,132 f JW
<br />Mlo- '►- crve44.
<br />AIL
<br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081
<br />PREPARED BY
<br />I
<br />SHEPHERD MILLER
<br />INCORPORATED
<br />PREPARED FOR
<br />Badw Ill Flt un p, Ino.
<br />Stn Luh, Colorado
<br />SAN LUIS PROJECT
<br />TITLE
<br />PIPELINE FROM HOLDING POND
<br />TO TAILINGS POND
<br />PROJECT: ' OMNBNO � I
<br />10026TAS -BUILT OCTOBER 1999
<br />sc ; AS NOTED Acne FILE. TREAT -PL
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />0 0 0 1 3 1 2 1 1
<br />
|