|
0
<br />0
<br />0
<br />N
<br />w
<br />M
<br />z
<br />C)
<br />w
<br />0
<br />I
<br />n
<br />Z!
<br />Q
<br />z
<br />0
<br />w
<br />0
<br />Q
<br />0
<br />Q
<br /><1
<br />N l�
<br />A O
<br />N Lu
<br />O
<br />1
<br />�
<br />/
<br />,
<br />\ O , �
<br />�-
<br />O V
<br />�y /
<br />I�
<br />�
<br />`
<br />O
<br />o
<br />0 0I
<br />N
<br />1 i
<br />! i �o
<br />I
<br />ro
<br />�/�
<br />/ - ( // I r
<br />°
<br />o
<br />r ,
<br />\- - -
<br />, 1
<br />o
<br />O
<br />\` �\ o\ \
<br />y A v v
<br />O
<br />N V A\
<br />v •�.. II
<br />o
<br />�•
<br />••.
<br />cc
<br />I i� I
<br />z
<br />6�
<br />CPO
<br />/
<br />n
<br />000
<br />cfl
<br />l
<br />EC 114 ! OANNEL PROFILE START :, moo°
<br />/ -
<br />- ELK CREEK GENE
<br />- - -- RA TORS
<br />-
<br />AND THERMAL OXIDIZER
<br />�h� • ° /�
<br />� 1
<br />`_,
<br />� % ,/ •a
<br />/
<br />�° /
<br />A015 % r
<br />rr; .�, fit. o ` ,..�.:.
<br />Z280- - O
<br />'If
<br />/ /
<br />roo� o
<br />12P
<br />DITCH D6
<br />............. l ... .
<br />•
<br />^_
<br />Co
<br />f E' / - CULVERT DA (2 i
<br />,
<br />1
<br />\. \ .. -./ / I I I l I /
<br />p I
<br />-_ O \ ; •. I ! 1 I
<br />I / l •--./ : m
<br />/
<br />p �- /
<br />1
<br />I \�- l I f L� I i 1 I
<br />/ l l I ! -- ,
<br />r �l 1 l? / ,- �! -
<br />T r
<br />j
<br />V. /l ll
<br />��
<br />I F / I\ l
<br />j
<br />I - j
<br />- ;l 1 - — - -'� DITCH;
<br />J
<br />\' A��_ - -= • •.I I i
<br />��/ ; / /
<br />�� ••� STRAW BALES OR SEDIMENT FENCE
<br />t,500�� ': �' ! 1
<br />O
<br />(zo - - --
<br />/ �''
<br />,, /
<br />y_— __ __ i �• •�
<br />vA. -=• -" / i 1 �''
<br />1 I 1/
<br />1 I �� \ \
<br />� �
<br />% /'I /%
<br />;,� I ! •• y
<br />�
<br />I
<br />j A I ;SOIL STOCKPIL
<br />I 1
<br />v __ : / / • °°
<br />� \ '
<br />. •
<br />, � CULVERT DBa /
<br />-- //
<br />`TRAW BALES OR SEDIMENT FENCE
<br />If
<br />� Tr!
<br />SLOP /
<br />v / / (
<br />•.•
<br />/
<br />l
<br />DITCH D r / 1 1 )
<br />RIPRAP CHANNEL/
<br />;— TOPSOIL DOWNDR,�IN/
<br />1 / � / DE50C _ / I .
<br />,
<br />/ 1 I l + / o� �I
<br />( 7.
<br />\ I
<br />8000 . �. '.. � �., � .. J I ! I i
<br />/
<br />� !
<br />l
<br />CD / / i
<br />,ter
<br />I A
<br />' W ,l i I ? 1
<br />\
<br />v�
<br />\
<br />\
<br />o j
<br />�'
<br />/ ✓��'I / % DITCH D5
<br />/ "
<br />UPPER
<br />I
<br />o
<br />o
<br />CULVERT DB
<br />\
<br />' \
<br />\ o
<br />f
<br />LIGHT USE
<br />-
<br />- .
<br />3
<br />•,/ / i D ITCH D3
<br />/ •% ; I UPPER
<br />.�• � (
<br />`,T 1 RE -
<br />A
<br />1
<br />i l
<br />i o
<br />\
<br />I I (3___--SLOPE ;-
<br />SAE
<br />7500 \\
<br />—cam- --
<br />O —�
<br />- - - -- - - - - -- - --
<br />[ -- -. - -�- — LAMPHOUSE
<br />— - - --e-
<br />/ O
<br />/
<br />- -- - --
<br />O
<br />'A\
<br />SHOP I
<br />O // ✓f //
<br />N"
<br />i
<br />It
<br />If
<br />�••\
<br />\
<br />j I \
<br />o /
<br />/ // / ••.. j / ! / %
<br />/
<br />o ; , / / /�� �/ /' ,---� � ,
<br />�// / ��• '
<br />1
<br />••�.... i• I BERM
<br />�•... I ,� -- -� - I I li �
<br />I i� I �:
<br />I lI 'r �; i i I ; i f , � �� .,� �---
<br />,' ,
<br />� � � �
<br />,A V
<br />N ) i '•>••/.
<br />o h
<br />/
<br />v \ � DITCH D1
<br />CULVERT
<br />CULVERT DH I DITCH D5
<br />-
<br />\ —
<br />`
<br />V
<br />1
<br />1000 I I ( /'
<br />I' (i I I I
<br />MI
<br />` I LE
<br />`,�
<br />�\ ` \
<br />p
<br />/
<br />O
<br />(
<br />/ /` I I �! CULVERT DA
<br />I
<br />�.
<br />/ � =
<br />I 1�
<br />EXISTING
<br />111 RIPRAP BORROW
<br />AREA
<br />_ _ o t
<br />'
<br />DI ��
<br />D D4 ,I
<br />I
<br />I I
<br />� l 1
<br />\
<br />�+.
<br />A A
<br />/�.� � \ \ \ \ \� , \ ••
<br />'.. '. I ', � I '. i I
<br />I I "... _ ' / �
<br />� -.� 'I „ II .- ._.._ ___ I \ )+ r,/ l�I � �If. -
<br />� I\ / / / •
<br />,..,. � \ ���
<br />'
<br />-r'
<br />C U L VE R i- DG
<br />/--
<br />--
<br />-
<br />80
<br />6500 j
<br />'6�\
<br />\ i , 1 ' I I
<br />I I
<br />_..
<br />\ --� - I �r \ \
<br />—�
<br />.
<br />\ O - -
<br />�
<br />\ �I
<br />°\
<br />-
<br />p
<br />C,
<br />I uL ER T )
<br />I 1
<br />r i
<br />OUTLETS
<br />D�Dn 5' V \ V
<br />Ii
<br />/
<br />_
<br />O
<br />0
<br />_ -_-- --
<br />--
<br />t
<br />I
<br />CHANNEL I�� v
<br />�
<br />RCAF /LE
<br />END , 1
<br />l
<br />\ I
<br />\`
<br />v
<br />■ ■ � ■ ■ � ■ ■ � ■ ■ IN \ ■ ■ ■ ■ _� ■ ■ � ■
<br />1
<br />■ � ■ ■ ■�■ ■ ■ � ■ M rmm ■ ■ �m ■ ■ ®e ■ ■ ® ■ ■
<br />p
<br />' MATCH LINT
<br />e ■ ■ ® ■ ■ o� ■ ■ � ■ M ■I ■ �■ ■ ■ �� ■ ■ s� ■ ■ ® ■ ■ ® ■ ■ s ■ ■ � ■ ■ � ■ ■ � ■ ■ �o ■ ■ ■� ■
<br />10 Issued for RN -06
<br />■ ■� ■ ■ a� ■ ■ any ■ ■�,." ■ 9 Issued for MR 101
<br />08113
<br />J. Kiger
<br />T Leidich
<br />T Leidich
<br />12/12
<br />JKiger
<br />T Leidich
<br />T Leidich
<br />11/11
<br />J.Kiger
<br />T Leidich
<br />T Leidich
<br />o
<br />Ln
<br />/ \ rOj
<br />\ \
<br />O
<br />O I
<br />- O O
<br />DITCH G_; _ O o
<br />LOWER'
<br />8 Issued for TR -73
<br />7 Issued for TR -68
<br />03/10
<br />J. Kiger
<br />T Leidich
<br />T Leidich
<br />Ld
<br />\
<br />W
<br />W
<br />6 MR -64 Adequacy Responses
<br />9 102
<br />Keuscher
<br />Warner
<br />Leidich
<br />LEGENDPROFESSIONAL ENGINEER'S STA TEMENT
<br />/, Thomas E Leidich, state that the changes
<br />in revision, RN-06 dated 08/13 was prepared \�������U�����������t�fUiiii��x
<br />under my Is sand and aI the on \\\
<br />• I /��,�%
<br />5
<br />TR -39
<br />8102
<br />Leidich
<br />Williams
<br />Leidich
<br />4
<br />PR -04 Responses
<br />5101
<br />Leidich
<br />Bever
<br />Leidich
<br />3
<br />MR -55 Responses
<br />1/Ol
<br />Welt
<br />Mothisen
<br />Leidich
<br />2
<br />Issued for PR -04
<br />8 /00
<br />Leidich
<br />Gotes
<br />Leidich
<br />true correct ta then best , 5
<br />• • PERMIT BOUNDARY — — — — — — UNPAVED ROAD f my knowied e information. •'�` °�. =
<br />31459 s:
<br />o/ a�i3
<br />1
<br />7R-J2 Responses
<br />s/oo
<br />Leidich
<br />Holm
<br />Leidich
<br />0
<br />TR -32 Responses
<br />2100
<br />Leidich
<br />Bever
<br />Leidich
<br />— DISTURBANCE AREA BOUNDARY PAVES ROAD
<br />�i� .. '•� \ '02,
<br />Date omas E Leidich CO P.E. 31459 �' ��
<br />`
<br />DITCH WATERSHED � %, •1� ��.�`
<br />REV.
<br />No.
<br />REVISIONS
<br />DATE
<br />DESIGN BY
<br />DRAWN BY
<br />REVIEWED AND
<br />SIGNED BY
<br />- CULVERT SAE
<br />RECEIVED
<br />BERM A012 NPDEIS DISCHARGE POINTS
<br />XBOW
<br />Uu 19 2013 P.O. Box 535
<br />- -- - STREAM
<br />L
<br />_ M
<br />•
<br />-', 1': R.ECI,,-WkTI0N Somerset, CO. 81434
<br />SAFETY
<br />MAP KEY
<br />NOTES: 3
<br />PROJECT:
<br />SOMERSET SANBORN CREEK, & ELK CREEK MINES
<br />1. ORIGINAL MAPPING INFORMATION PROVIDED BY OXBOW MINING LLC SCALE
<br />2. CHANNEL PROFILE SHOWN ON DRAWING 2.05 -M7. a
<br />DRAWING TITLE:
<br />DRA INA GE A ND SEDIMEN T
<br />CONTROL PL A lV
<br />4 100' 0 100' 200'
<br />'
<br />1 2
<br />CONTOUR INTERVAL 10 FT.
<br />Sheet 3 of 6
<br />is
<br />MONTGOMERY WATSON SCALE: DRAWING No.
<br />AS SHOWN 2.05 —M4
<br />
|