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<br />V FREEBOARD
<br />010 -133 cfs
<br />3' Cm3 0 weir cooff
<br />V10 =4 2 ft /sec
<br />A-32 sq —ft
<br />OUARRY ROCK MINIMUM r4f /`__j, IA Il ).,L N e s� 1
<br />AVERAGE SIZE 12'
<br />UPPER BASIN MINIMUM SPILLWAY PROFILE
<br />Cf el F r • 4'
<br />STORM DRAINAGE DEEICN AND TECHNICAL ClijT,ER ' id E'�I s &
<br />�® CMALE GARRIUM'00c�aal�'�t��
<br />1
<br />1.1 txcavetc the ,trench, 2. Place tnd'lsttke straw bales.
<br />• .�� r„ N o �•Io .kr
<br />IS
<br />Mor
<br />tillbbb
<br />,1 • 16'x.• -..yy♦
<br />lh I QUARRY R0,
<br />12" MINIM(
<br />,.,� •., .� ,�,`*j•:y �t , AVERAGE SI
<br />3, hedge loose ttrawl be 4. Otckfill tno compact the
<br />bales. excavated :oil.'. '
<br />CONSTRUCIIOU OF A STRAW SALE OARRItA
<br />Pelpts A should be higher'thcri,1point '..6 ,
<br />PROPER PLACEMENT OF STRAW BALE 6ARRIEA I9,DRAINAGI,WAY
<br />DATE: 1489 REFERENCE: Installat1 of'Stiew i nd Filitic Filter Carriers-,
<br />REV: , or .c diment controla 3ftVrd00d In , yan _ y
<br />` 1
<br />• r
<br />8
<br />OUARRY
<br />12" MINIMUM
<br />AVERAGE SIZE
<br />I
<br />I
<br />NOTi: LOW WATER ROAD
<br />l
<br />�.2 010 =153 cfs
<br />13' C -m3.0 weir cooff
<br />T l V10 =4 2 ft /sec
<br />,J } A =36 sq —ft
<br />QUARRY ROCK
<br />12" MINIMUM - =
<br />AVERAGE SIZE 14' -
<br />n MIDDLE BASIN MINIMUM SPILLWAY PROFILE
<br />SCALE 1" • 4'
<br />. 1 .•nrrnn A MM
<br />LOWER BASIN M11416AUM SPILLWAY PROFILE
<br />ecelrI "•4'
<br />ALTERNATE +• FULL SEDIMENT POND
<br />EMBANKMENT CREST MAY SERVE AS SPILLWAY,
<br />010 =207 cfs
<br />n=0.04
<br />V10 =7 4 fps
<br />S =5 0%
<br />Nf =1.42
<br />010=207 cfs
<br />C=3.0 weir coeff.
<br />V10=4,1 ft /sec
<br />AT50 sq —ft
<br />SCALE ASPHALT ROAD INTERCEPT CHANNEL
<br />SECTION TYPICAL SCALE 1" • 4' ,
<br />• • r U
<br />., + �. .r r /' . f 1 . , ! _ a �".�' �, • w 4. a4r 1 , ,Y .��' ;;� 1 � �1
<br />BASIN
<br />UPPER
<br />MIDDLE
<br />LOWER
<br />Scale
<br />WOODEN STAKE (STEEL.
<br />P�E•rLA�G�E,1 P05T �O� R EE
<br />r- TrtlNa
<br />' =t171 I�III�Ilinll I®
<br />4' MIN .n,;� Ir 12' MIN.
<br />STRAW BALE- BARRIER
<br />N,T6.
<br />•,�1.:: •••i •1
<br />.j.P.
<br />1 .s
<br />n^f%tp r1hrlP1N IrNALL
<br />N.T.S.
<br />SEDIMENT
<br />POND
<br />VOLUME
<br />0 2 ac —ft
<br />0.1 ac -f;
<br />0.34 ac .It
<br />Entrance 003 cc-ft
<br />FILT'EFED F:lR40FF WATER
<br />FLOW
<br />24'
<br />24•
<br />1' FREEBOARD STRAIGHT
<br />CHANNEL APEAS
<br />(OPTIONAL) BANK OR 1,6' FREEBOARD
<br />SUPERELEVATE THROUGH OUTSIDE GUP'dES
<br />TIGHTER CURVES WITH TRANSITIONS
<br />18" MIN DEPTH
<br />` • — ��
<br />1 �� I' '" L ••
<br />''�
<br />QUARRY ROCK
<br />'''' -•'
<br />1: ' r
<br />s
<br />14' MINIMUM
<br />t
<br />• ` ,.r.• �x
<br />�
<br />l
<br />�.2 010 =153 cfs
<br />13' C -m3.0 weir cooff
<br />T l V10 =4 2 ft /sec
<br />,J } A =36 sq —ft
<br />QUARRY ROCK
<br />12" MINIMUM - =
<br />AVERAGE SIZE 14' -
<br />n MIDDLE BASIN MINIMUM SPILLWAY PROFILE
<br />SCALE 1" • 4'
<br />. 1 .•nrrnn A MM
<br />LOWER BASIN M11416AUM SPILLWAY PROFILE
<br />ecelrI "•4'
<br />ALTERNATE +• FULL SEDIMENT POND
<br />EMBANKMENT CREST MAY SERVE AS SPILLWAY,
<br />010 =207 cfs
<br />n=0.04
<br />V10 =7 4 fps
<br />S =5 0%
<br />Nf =1.42
<br />010=207 cfs
<br />C=3.0 weir coeff.
<br />V10=4,1 ft /sec
<br />AT50 sq —ft
<br />SCALE ASPHALT ROAD INTERCEPT CHANNEL
<br />SECTION TYPICAL SCALE 1" • 4' ,
<br />• • r U
<br />., + �. .r r /' . f 1 . , ! _ a �".�' �, • w 4. a4r 1 , ,Y .��' ;;� 1 � �1
<br />BASIN
<br />UPPER
<br />MIDDLE
<br />LOWER
<br />Scale
<br />WOODEN STAKE (STEEL.
<br />P�E•rLA�G�E,1 P05T �O� R EE
<br />r- TrtlNa
<br />' =t171 I�III�Ilinll I®
<br />4' MIN .n,;� Ir 12' MIN.
<br />STRAW BALE- BARRIER
<br />N,T6.
<br />•,�1.:: •••i •1
<br />.j.P.
<br />1 .s
<br />n^f%tp r1hrlP1N IrNALL
<br />N.T.S.
<br />SEDIMENT
<br />POND
<br />VOLUME
<br />0 2 ac —ft
<br />0.1 ac -f;
<br />0.34 ac .It
<br />Entrance 003 cc-ft
<br />FILT'EFED F:lR40FF WATER
<br />FLOW
<br />24'
<br />24•
<br />1' FREEBOARD STRAIGHT
<br />CHANNEL APEAS
<br />(OPTIONAL) BANK OR 1,6' FREEBOARD
<br />SUPERELEVATE THROUGH OUTSIDE GUP'dES
<br />TIGHTER CURVES WITH TRANSITIONS
<br />18" MIN DEPTH
<br />` • — ��
<br />1 �� I' '" L ••
<br />''�
<br />QUARRY ROCK
<br />'''' -•'
<br />1: ' r
<br />\
<br />14' MINIMUM
<br />• ' lr
<br />• ` ,.r.• �x
<br />�
<br />AVERAGE SIZE
<br />M
<br />td' MAX SIZE
<br />i—
<br />Hal
<br />I
<br />III
<br />tIllumil
<br />I
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<br />ASPHALT
<br />ACCESS
<br />ROAD
<br />n
<br />i
<br />SECTION TYPICAL
<br />I
<br />N T S
<br />FEB 18 lqq'
<br />t�t41$'QII i�t 'u
<br />'r0
<br />N�1Gt+ri
<br />L 51991
<br />i
<br />Q10 =207 cfs
<br />n -0 04
<br />VI D =12 3 fps
<br />i S= 3.0%
<br />Nfz 1.86
<br />FILTER BLANKET
<br />MATERIAL DEPTH /SPEC
<br />SUBGRADE SC',LS
<br />Permit Number ^j "r! —Orr
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<br />Class O Rewswn _- - - - - -I
<br />Type /Seq
<br />Class O Report ❑ Hyaro OGene 1
<br />Doc Type �?�_ _ 9 /
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