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543(
<br />542(
<br />541(
<br />540(
<br />539C
<br />538C
<br />537C
<br />536C
<br />LEGEND
<br />1„ BOUNDARIES VEGETATION & SOILS
<br />MalIncorporated city or equivalent - - - - - — — — Rangeland
<br />'., BUILDINGS AND RELATED STRUCTURES
<br />Trees (Existing/New)
<br />Building 1♦ f
<br />Fence r-1 Wetlands
<br />.W
<br />LAND SURVEYS
<br />Public land Survey System
<br />TRANSMISSION LINES AND PIPELINES
<br />Range or Township line
<br />Power transmission Fine pole; tower
<br />�. Range or Township labels R1 E T2N
<br />Suried
<br />ection line Power transmission Telephoneidata line, above ground
<br />s Section numbers
<br />1-36 Teiephoneldata line, buried — -- -- -----
<br />Mining claim or property boundary w
<br />g property monument Pipeline (non -water), above ground
<br />Mining claim orro } — �}_—
<br />V Pipeline€ion-:uater,:buried — —.— — -
<br />-------
<br />Easement — — — — — — — -- --- - -- - —
<br />MINING FEATURES
<br />\ M
<br />ROADS AND RELATED FEATURES E1RMS Permit Boundary
<br />Disturbed Area
<br />tas tr Highway Fixed Structures _
<br />Yq I ` fi Light dent road: paved
<br />``�•� _� G i 't : /� Light duty road, gravel Mobile Structures 0 CJ
<br />ti Mining Phases —
<br />`1 RIVERS, LAKES, SHORELINES, AND CANALS Bermlwindraw= —
<br />i t
<br />I y
<br />Perennial stream/ditch
<br />- - _ _.- ---- -- - _
<br />i px
<br />BASELINE CONTOURS
<br />' f '
<br />Perennial river
<br />% r `t
<br />- - -
<br />Intermittent stream/ditch
<br />Index - - -
<br />Approximate of indefinite --------------
<br />-
<br />Intermediate-
<br />QA,
<br />Intermittent river
<br />Approximate of indefinite _
<br />— — — = _a _ tG. ,5F a_.c
<br />Supplementary
<br />A 1 r .: •q ..v - . r. . wo N.-r. ' . ' 'v" ` s:.. • . ' r — w 3 a-.x_r — T�,- — — —•� �'
<br />,.� .. •S • . s•` w- .r.. •yC.:. �.: ;i^%, i� r. vr?,..,j` ri P r \ , , ¢-t,;•--�- �. � ' e ersnial fake( and
<br />V/t r DITCH REROUTE ., ,., - ,,. ti.. �.. ... ,- ,�...... � �. _.:,. �-� ;, .. �r .� x p
<br />_i .,. ..z ,., ,. ._., ... .. -..... .. ,..._:.:a wr.k ..., a-.,..�- .:., �^�...;�. .. ..»xei.�,s.�:.vsata,w-.r.,=:,�_ ., n., r. iq N
<br />LJta A71N_ 24 DIA. PIPE C
<br />r *� tnternvttent Jake/pond t^
<br />S(ilcitl011a I
<br />F._ t4 ' , . __ -- ., ,. __ �° :.�. � i !A q w MlndeNG CONTOURS
<br />siati Eit F2 - -- -- - -- --
<br />i
<br />,t i
<br />4
<br />,,, ., � ` -•,""`•� --- : _-- _ _ — _ _ ..___ � N r Approximate of indefinite
<br />L'OiOPGud - GQ ..� _ - Dry dakeipond _ PPr — -
<br />fe - S1, - J
<br />I(I _ - -- ---- _.__ .._ ( - �_.,. , �-.._;.� _� .,—.� r ,�.. .. .. r .,.... ...,. _,..rt;. � Intermediate 2gq�
<br />Approximate of indefinite
<br />•1+UU
<br />U+UU
<br />i+UU
<br />1+UU
<br />3+0p
<br />4+{gyp
<br />5+Qp
<br />6+00
<br />7+00
<br />8+00 9+00 10+00
<br />11+00
<br />12+00
<br />13+00
<br />14+00
<br />15+00
<br />16+00
<br />17+00
<br />18+00
<br />19+00
<br />20+00
<br />21+00
<br />22+00
<br />23+00
<br />24+)0
<br />25+00
<br />26+00
<br />27+00
<br />28+00
<br />29+01
<br />i
<br />I
<br />FILL OVER PIPE ROUTE
<br />k
<br />SEE MANHOLE DESIGN
<br />---
<br />-
<br />SEE PIPE PROFILE
<br />�.�.�__
<br />FILL OVER PIPE ROUTE
<br />MIN. 3' OF COVER OVER PIPE
<br />1
<br />I
<br />I
<br />FOR INLET
<br />B(IR(ED MIN. 24" D1A' HDPE PIPE
<br />_
<br />!
<br />—
<br />SEE PIPE CROSS SECTION
<br />FOR GENERAL DITCH DESIGN
<br />SEE PIPE PROFILE FOR OUTLET
<br />tuIANHOLE ACCESS (TYP.}
<br />!
<br />I
<br />Hill
<br />i
<br />I
<br />I
<br />1+00 0+0Q
<br />1+00
<br />2+00
<br />3+00
<br />4+00
<br />S+QO 6+00 7+00 $+00
<br />9+00 1Q+00
<br />1111
<br />11+00
<br />12+00
<br />13+00 14+00
<br />15+00
<br />16+00
<br />17+00
<br />18+00
<br />19+00
<br />20+00
<br />21+00
<br />22+00
<br />23+00
<br />24+00
<br />25+00
<br />26+0D
<br />27+00
<br />2A+00
<br />9A+(II
<br />Minimum 36" General Fill
<br />Debris Blocking Grate - -----
<br />Approx. Water Leve
<br />INLET
<br />Bottom of Ditch
<br />Minimum 48" Native
<br />Ground Level
<br />1
<br />Minimum 6" Class 6 Road Base i
<br />Minimum 6" Clean Sand
<br />Mirafi 40 Fabric
<br />PIPE PROFILE
<br />24" Manhole
<br />*Applicable to Entire Length
<br />1 HA V Minimum
<br />24" HDPE Pipe
<br />Minimum 0.13% Grade --�
<br />Headwall
<br />}
<br />A30'
<br />A20'
<br />i410'
<br />A00'
<br />•.1
<br />680'
<br />360'
<br />I
<br />42"
<br />MANHOLE DESIGN
<br />o" ulameter
<br />PIPE CROSS SECTION
<br />Ground Level
<br />al Fill Material
<br />40 Fabric
<br />st Reinforced Concrete Sections
<br />3 Road Base
<br />m 6" Class 6 Road Base
<br />m 6" Clean Sand
<br />Minimum 36" General Fill Material
<br />Dad Base
<br />
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