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4 <br />1I <br />owl <br />LIMNOS L% <br />EAST BRANCH <br />u 11� <br />.,• ... <br />lip, "�1'' <br />s 1��� u IIN�ab" I , �``"''�, II'�I'�Ilijgl��IINNHNI►HNN �pMll NI,�� u "'�� t � •,, '' - +'�' �, , `• , <br />hn� flnl n1 a <br />1, IN ' �� •���. • • �� <br />I� IN�'H'U�iiiull�l '"' II nn�IM i, �I....... ,dIN! • 9. � <br />• • • � - „���� I'Ip�I) JII I VIII: .A'.......- ° .. w �'�" �'IDIInNUjj111y1:!�mNQ1 i� - .�..- - :��I�� � ,'"'"� , . : • _ �, . « � ��� � _ <br />VIII/ I' Ir �I - . ��IIM 1� ��.? }~1•,r� - '.�'- <br />I� <br />1 PAN'�� �u'[�q��l'pli� � - 1 ~���,..:�IP`�''" . ' �� � ', � �y "T•_�., �` �• " , - ,.A•"'` � �R7' •A <br />r I <br />�1 <br />IV F <br />pl!I�IIIIINtIp ✓' �,I �,I +,, — ;� ' , / <br />lit <br />Pr <br />MOVIE <br />so I <br />IT <br />,. <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 />