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<br />LIMNOS L%
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<br />1 PAN'�� �u'[�q��l'pli� � - 1 ~���,..:�IP`�''" . ' �� � ', � �y "T•_�., �` �• " , - ,.A•"'` � �R7' •A
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<br />so I
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<br />`!� C1 y1 -/ �' - I• '4111 �= �}�a I`1,�,In, ,- ��` �,ya-- ii: "F- , /,'
<br />NEEDED WTHOUr WI MESN SUPPORT
<br />OR I.
<br />t.r ., ,,.. •:
<br />• " ♦,
<br />'i:p jiii��ijiillpiilljii!! Iliiillli jilrlllllllllllll
<br />FLOW
<br />Il iil�ljiil��pi !i�jpilljjlllll�IIIII "II
<br />l i lil l l l l l l l r l l l t l l l
<br />5"P
<br />I I I I I I
<br />ljlllll�IIIIIIIIII
<br />II , am) MAXIMUM SPACING WITH
<br />I
<br />6'j 1. Srn 1,0M SPACING t
<br />t_
<br />SrEEL OR s.. POST
<br />PONDING HEIGHT - t .
<br />•
<br />314" (20m
<br />DRAIN ROCK
<br />FLOW 9 MAX.
<br />..m a t .nm
<br />11 " M /N.
<br />(300mm)
<br />4•x19" (100 X 150mm)
<br />TRENCH W/TH COMPACTED
<br />BACKFILL
<br />S ORAGE NT.
<br />1
<br />12" MIN
<br />(300m m)
<br />TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
<br />N07ES:
<br />1. SILT frw-r SHALL BE PLACED ON SLOPE
<br />CONTOURS TO MAXIM /Z£ PONO/NG EFFICIENCY.
<br />2. INSPECT AND REPAIR FENCE AFTER EACH
<br />S70RM EVENT AND REMOVE SEDIMENT WHEN
<br />NECESSARY. 9 " I225mm) MG4X /MUM
<br />RECOMMENDED STTORAGE HHEMr
<br />J. REMOWD SEDIMENT SHALL BE DEPOSITED
<br />TO AN AREA THAT WILL NOT CON77?IBURr
<br />SEDIMENT OFF -S17E AND CAN BE PERMANENRY
<br />STABILIZED.
<br />V FILE: 5L7FENC
<br />NOT TO SCALE
<br />SILT FENCE
<br />— 5' -6'-
<br />(1.5 -1.Bm)
<br />POND /NG HT.
<br />2�t
<br />'
<br />INSTALL SILT FENCING AROUND L)1:bI(jNf% I ru vvr 1 IJ1tv1J MRCMO
<br />EMBED STRAW BALE
<br />SPILLWAY ELEV.
<br />AND ON THE DOWNHILL SIDE OF DISTURBED AREAS THAT ARE
<br />MARK
<br />INTO SOIL
<br />TRIBUTARY TO THE FRESH WATER SYSTEMS.
<br />BY
<br />ACCEPTED MDL
<br />NO.
<br />DATE MADE BY CKD. BY REMARKS
<br />PREVIOUS BALE TO
<br />®
<br />10/31/01
<br />sMM
<br />SDS
<br />APPROVED FOR CONSTRUCTION
<br />Q
<br />Q
<br />10/15/03
<br />SIAM
<br />2003 PR MCT SCAUEDOWN REASIONS
<br />AND COMPACTED
<br />STAB /LIZEO
<br />m
<br />0
<br />OURE717
<br />>
<br />W
<br />Q
<br />DRAINAGE HOLES
<br />AN77- RO7A77ON `-ANT`
<br />-SEEP COLLAR
<br />cc
<br />TYPICAL OF 2
<br />— 5' -6'-
<br />(1.5 -1.Bm)
<br />POND /NG HT.
<br />2�t
<br />'
<br />EMBANKMENT
<br />STABILIZED
<br />EMBED STRAW BALE
<br />SPILLWAY ELEV.
<br />4" 100mm) MINIMUM
<br />MARK
<br />INTO SOIL
<br />SECTION A - A
<br />BY
<br />ACCEPTED MDL
<br />ANGLE STAKE TOWARD
<br />f Mw
<br />PREVIOUS BALE TO
<br />r A
<br />PROVIDE TIGHT FIT
<br />LA
<br />rK V r I LC ` WOODEN STAKE
<br />OR REPAR DRIVEN
<br />THROUGH BALE
<br />PLAN
<br />NOTES,
<br />1. THE STRAW BALES SHALL BE iPLACED
<br />ON SLOPE CONTOUR.
<br />2. BALES TO BE PLACED IN A RPOW WITH THE STRAW BALE
<br />ENDS T/GHTL Y ABUTTING.
<br />T, 3. KEY IN BALES TO PREVENT EFROS/ON OR FLOW DIKE
<br />UNDER BALES.
<br />OO FILE: STRWDIKE
<br />v �
<br />1
<br />(150 - 225mm)
<br />FIL TER �J KEY IN FABRIC
<br />FABRIC L/
<br />GRASS -LINED WITH ROCK CENTER
<br />TYPICAL V- SHAPED CHANNEL
<br />CROSS - SECTION
<br />G „11\ r U
<br />A k 1
<br />" -9
<br />(150- 6 225mm)
<br />KEY IN FABRIC FILTER
<br />FABRIC
<br />WITH CHANNEL LINER W /TH ROCK CENTER
<br />FOR BASE FLOW
<br />TYPICAL PARABOLIC CHANNEL
<br />DESIGN DEPTH
<br />OVERCUT CHANNEL --/
<br />2" (50mm ) 70 ALLOW
<br />BULKING D41RIIVG SEEDBED
<br />PREPARA77ON AND GROWTH r1L7E•R-
<br />OF V£GETAPJON. FABRIC
<br />TYPICAL TRAPEZOIDAL CHANNEL
<br />CROSS - SECTION
<br />FRF: GRASS -xs
<br />INSTALL STRAW BALE DIKES IN DRAINAGE SWALES THAT ARE
<br />DOWNSTREAM OF DISTUPRBED AREAS AND TRIBUTARY TO THE
<br />FRESH WATER SYSTEMS;.
<br />"This drawing together with amy and all additions, ISSUED REV. NO. 1 2 3 4 5 s 7 e e
<br />corrections, changes and alterrations thereof Is the
<br />property of Climax Molybdenurm Company and is v
<br />furnished on the express conddition that It shall W
<br />not be reproduced, copied, lemt, or disposed of OC
<br />directly or indirectly, nor usedi for any other t_
<br />purpose than for which It Is sspecifically furnished
<br />without the prior written conment of said Climax
<br />Molybdenum Company."
<br />- WITH ROCK CENTER
<br />FOR BASE FLOW
<br />GRASS -LINED CHANNEL
<br />TYPICAL CROSS SECTIONS
<br />:jWAz
<br />Wrij
<br />TRASH RACK
<br />EMERGENCY SPILLWAY
<br />EMBANKMENT
<br />STABILIZED
<br />CLEANOUT
<br />SPILLWAY ELEV.
<br />Wi7Y V£GE MRON
<br />MARK
<br />I' (300rn
<br />t]
<br />, (E00mm)
<br />BY
<br />ACCEPTED MDL
<br />01
<br />8/23/01 8
<br />f Mw
<br />Plan View
<br />ENGINEERED
<br />SPILLWAY
<br />2' 6m
<br />INLET SELECTED fXLL
<br />BARREL
<br />Ez".. PLACED IN LAYERS
<br />AND COMPACTED
<br />STAB /LIZEO
<br />OURE717
<br />DRAINAGE HOLES
<br />AN77- RO7A77ON `-ANT`
<br />-SEEP COLLAR
<br />BLOCK
<br />TYPICAL OF 2
<br />NOTES,
<br />r THE TEMPORARY SEDa/EN1T BAS /N, DESIGNED
<br />BY A OUAL/f7ED PROFESS /OAU44 IS REOU /RED
<br />FOR DISTURBED AREAS CREMTER THAN 5 ACRES
<br />W/7HIN A DRAINAGE AREA LE755 THAN 100 ACRES
<br />1. THE SEDIMENT BASIN W/LLL BE REMOVED W/TH-
<br />IN 3 YEARS.
<br />DRAWING NO. V% DRAWING NO. REFERENCE
<br />3 5 -1 -1004 WETLAND LOCATIONS
<br />D
<br />W
<br />0
<br />W
<br />m
<br />W
<br />W
<br />K
<br />TYPICAL
<br />SEDIMENT
<br />BASIN
<br />NOTE:
<br />1) REFERENCE SECTION G OF THE TECHNICAL
<br />SPECIFICATIONS FOR MORE DETAILED STORMWATER
<br />MANAGEMENT REQUIREMENTS,
<br />,h�VEY1l.r'
<br />Specialist: ACS +�
<br />Permit #: M1977342 Confidential ?: No iG
<br />Class: Revision Type /Seq.: TR -014
<br />From: Henderson To: DMG FJ'S••• »•••`�(�\;•
<br />Doe. Name: Barge System, 2004 Construction Drawing, General ��i,,1 �oNA i
<br />Arrangement, Storm Water Management
<br />Date:2(12 /2004
<br />_J W. W. Wheeler and Associates, Inc. Wh.N•, D.V. N..
<br />-� Water Resource Engineers 1333.15c -6
<br />Henderson Millwater Barge System
<br />Cllmax Molybdenum Henderson MITI
<br />Parshall, Colorado
<br />General Arrangement
<br />SMM
<br />3/23/01
<br />LE
<br />As Noted
<br />Stormwater Management
<br />BY
<br />ACCEPTED MDL
<br />01
<br />8/23/01 8
<br />DRAWING NO.
<br />5 -1 -1003
<br />1
<br />Plan View
<br />GSDS Y
<br />3/23/01
<br />
|