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2000-03-24_REVISION - M1980244 (56)
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Last modified
6/15/2021 10:57:09 AM
Creation date
11/21/2007 5:21:28 PM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
3/24/2000
Doc Name
TABLE I OVERBURDEN STORAGE AREAS HYDROLOGIC PARAMETERS AND HYDRAULIC STRUCTURE SIZING
Type & Sequence
AM8
Media Type
M
Archive
No
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r <br />r-,\ <br />w <br />March 2" <br />.�..,..�......- ......,gym. <br />TABLE <br />OVERBURDEN STORAGE AREAS HYDROLOGIC PARAMETERS <br />AND HYDRAULIC STRUCTURE SIZING <br />DESIGN STORM: 100 -YEAR RECURRENCE INTERVAL <br />10- R 10 -YEAR <br />!! <br />RM DURATION : DFPIN DWM <br />2.4 3.5 <br />ASIA! SCS CURVE NUMBER (CR) <br />HYDRAULIC DATA <br />. <br />AREA <br />(wal <br />CN:71 <br />0%x66 <br />4EL DESIGN �- <br />=30 <br />Ompadle <br />SCICu <br />:. <br />GRASS® <br />AREA:I.crl <br />WOODED,' <br />AREA <br />.(aun) <br />STOCKPIIF. <br />IEGAD. <br />AREA W'+ks) <br />,': <br />EJUSLOM <br />AREA 010 <br />LENG Hm <br />30.7 <br />30.7 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />MANNING. <br />FOR ' <br />CAPACITY <br />143 <br />13.9 <br />0.8 <br />0.0 <br />0.0 <br />CN =71 <br />18.6 <br />18.6 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />kA4 <br />26.3 <br />26.5 <br />0.0 <br />0.0 <br />0.0 <br />CN 71 <br />23.1 <br />23.1 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />23.6 <br />MA <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />12 <br />22.2 <br />22.2 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />34.1 <br />209.0 <br />La' IOw <br />.0 <br />0.0 <br />CN =71 <br />O.ml <br />7.4 <br />7.4 <br />0.0 <br />0.0 <br />0.0 <br />CN -71 <br />3 <br />3.6 <br />3.6 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />60-CSP <br />20.5 <br />16.3 <br />0.0 <br />2.0 <br />2.0 <br />CN -71 <br />1.8 <br />1.8 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />- <br />12.2 <br />12.2 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />B/ <br />25.7 <br />25.7 <br />0.0 <br />0.0 <br />0.0 <br />CN -71 <br />BII <br />16.2 <br />16.2 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />B12 <br />6.6 <br />6.6 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />13 <br />6.1 <br />5.1 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />0.M <br />24.8 <br />24.8 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />93 <br />MA <br />MA <br />0.0 <br />0.0 <br />0.0 <br />CN - 71 <br />BIO <br />27.5 <br />27.5 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />2 <br />32.7 <br />32.7 <br />0.0 <br />0.0 <br />0.0 <br />CN -71 <br />SI <br />10.7 <br />10.7 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />514 <br />9.3 <br />9.5 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />S10 <br />25.0 <br />75.0 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />52 <br />09.0 <br />040 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />SI <br />51.8 <br />52.8 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />59 <br />74.6 <br />MA <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />SB <br />145.9 <br />143.9 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />S7 <br />91.8 <br />91.8 <br />0.0 <br />0.0 <br />1 0.0 <br />CN =71 <br />S3 <br />37.5 <br />37.5 <br />0.0 <br />0.0 <br />0.0 <br />CN = T <br />0.9 <br />23.4 <br />23.4 <br />0.0 <br />0.0 <br />0.0 <br />CN = 71 <br />S5 <br />23.8 <br />VIA <br />0.0 <br />0.0 <br />1 0.0 <br />1 CN = 71 <br />IS <br />1 15.8 <br />1 15.8 <br />1 0.0 <br />0.0 <br />0.0 <br />1 CN =71 <br />Sll <br />l62 <br />16.1 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />2.5 <br />7.] <br />7.7 <br />0.0 <br />0.0 <br />0.0 <br />CN =71 <br />12 <br />15.5 <br />1 15.5 <br />1 0.0 <br />0.0 <br />0.0 <br />CN =71 <br />HYDRAULIC DATA <br />Gelder A..el.T9e <br />�CE/VED <br />MAR 2 4 2000 <br />Dlvlslo c,Muielat3 &Geology <br />19539 <br />Permit # M- 1980 -244 V <br />Amendement No. 8 March V, 2000 <br />993 -2099 <br />-ChAN <br />4EL DESIGN �- <br />OI.` -W <br />.. -. <br />CHANNEL <br />MAT'ERIAL <br />ETD, ... <br />RIBRAP: <br />TYPE <br />LENG Hm <br />. <br />�:VE". <br />DROP(m <br />STDPE(R/ <br />LEFlti <br />Sm�1 +.. <br />SLOPE <br />M =IV): <br />R[CI1T <br />SIDE <br />SLOPE. <br />.IH:IVj <br />� l . <br />CHANNEL <br />DWW(ftY <br />BOI'[OM <br />"WIDTH(W <br />MANNING. <br />FOR ' <br />CAPACITY <br />MANNING. <br />" -' FOR', <br />STABIIMY <br />-MAR <br />VELOCITY <br />'� 1 <br />MAX <br />NORMAL <br />FLOW <br />DRFF8IN <br />SHEAR <br />S�TR�E�SyS�i <br />MAI) <br />`.. <br />PAFE- HOARD <br />(evWbdk WM <br />TOP,. <br />WIDTH '. <br />OF FLU.. <br />(M <br />436.0 <br />84 -CSP <br />524 <br />Viw <br />- <br />O.m4 <br />FMACa <br />436.0 <br />Etn <br />220 <br />5.6 <br />O.m3 <br />2.5 <br />2.5 <br />5.5 <br />12 <br />0.035 <br />0.030 <br />5 <br />4.40 <br />0.69 <br />1.1 <br />34.1 <br />209.0 <br />La' IOw <br />i8m <br />9.4 <br />O.ml <br />2.5 <br />2.5 <br />3.5 <br />IS <br />005 <br />0030 <br />3 <br />30 <br />066 <br />1.4 <br />25.5 <br />209.0 <br />60-CSP <br />466 <br />V.W <br />- <br />0.024 <br />- <br />4 <br />- <br />- <br />20.0 <br />R <br />VL <br />2300 <br />125.0 <br />0.030 <br />2.5 <br />2.5 <br />2.0 <br />3 <br />0.010 <br />0.035 <br />6 <br />0.76 <br />2.36 <br />1.2 <br />6.8 <br />25.0 <br />FArM'n <br />ISm <br />7.5 <br />O.mS <br />2.5 <br />2.5 <br />2.5 <br />7 <br />0.035 <br />0.030 <br />3 <br />1.40 <br />0.M <br />1.1 <br />100 <br />11.0 <br />R <br />VL <br />1050 <br />231.0 <br />0.2W <br />2.5 <br />2.5 <br />1.5 <br />3 <br />0.010 <br />0.035 <br />8 <br />0.37 <br />3.01 <br />I.1 <br />4.8 <br />199.0 <br />R <br />VL <br />9m <br />162.0 <br />0.Im <br />2.5 <br />2.5 <br />2.0 <br />11 <br />0.040 <br />0.033 <br />IS <br />1.07 <br />11.0 <br />1.0 <br />16.2 <br />01 <br />181.0 <br />Fable. <br />1613 <br />1.6 <br />O.WI <br />2.5 <br />2.3 <br />4.5 <br />8 <br />0.05 <br />0.00 <br />3 <br />4.W <br />0.15 <br />0.4 <br />28.3 <br />R7 <br />169.0 <br />R <br />VL <br />2010 <br />MIA <br />0.I00 <br />2.5 <br />1 2.5 <br />2.5 <br />8 <br />0.00 <br />0.05 <br />13 <br />1.30 <br />8.10 <br />1.2 <br />14.5 <br />M9 <br />161.0 <br />Ewd. <br />BSm <br />42.5 <br />0.m5 <br />2.5 <br />2.5 <br />3.5 <br />8 <br />0.05 <br />O.mO <br />5 <br />2.59 <br />0.81 <br />0.9 <br />20.9 <br />no <br />1 119.0 <br />F d.. <br />1790 <br />71.6 <br />0.010 <br />2.5 <br />2.5 <br />1.5 <br />m <br />0.05 <br />0.00 <br />5 <br />0.38 <br />0.95 <br />1.1 _ <br />1 71.9 <br />53.0 <br />EuWm <br />3000 <br />300.0 <br />1 O.Im <br />2.5 <br />2.5 <br />1.5 � <br />m <br />0.03 <br />O.mO <br />F 5 <br />0.18 <br />1.11 <br />1.3 <br />_091.9 <br />R16 <br />83.0 <br />6a1Nen <br />IBm <br />t9.8 <br />0.011 <br />2.5 <br />2.5 <br />_ <br />1.5 <br />1/ <br />0.05 <br />0.00 <br />5 <br />1.14 <br />0.78 <br />0.4 <br />19.7 <br />RIB <br />139.0 <br />R <br />VL <br />IBm <br />Im.e <br />0.06 <br />2.5 <br />2.5 <br />2.5 <br />12 <br />0.010 <br />0.05 <br />9 <br />1.12 <br />3.0 <br />1.4 <br />17.6 <br />R20 <br />29.0 <br />Fare. <br />1450 <br />49.3 <br />0.031 <br />2.5 <br />2.5 <br />1.5 <br />14 <br />0.03 <br />0.00 <br />5 <br />0.44 <br />0.94 <br />1.1 _. <br />16.2 <br />RN <br />1].0 <br />FirJ.n <br />- <br />3000 <br />21.0 <br />0007 <br />2.5 <br />2.5 _ <br />2.0 <br />10 <br />O.ml <br />0.030 1� <br />3 <br />0.62 <br />_ 0.27 <br />1.4 _ <br />13.1 <br />R14 <br />18.0 <br />FaMm <br />1640 <br />90.2 <br />0.05 <br />2.5 <br />2.5 <br />1.5 <br />_ 12 <br />0.05 <br />0.00 <br />5 <br />1 0.32 <br />1.09 = <br />I.2 <br />13.6 <br />R13 <br />2].0 <br />R <br />VL <br />7m <br />1N.9 <br />0.15'! <br />2.5 <br />2.5 <br />1.0 <br />7 <br />0.010 <br />_ 0.05 <br />10 <br />O.b6 <br />6.43 <br />1.3 <br />6.3 <br />0.12 <br />RB <br />29.0 <br />7.0 <br />R <br />1 _ Futl.n <br />VL <br />- <br />ISm <br />AM <br />20.5 <br />4.1 <br />0.13] <br />0_005_ <br />2.5 <br />2.5 <br />1.3 <br />2.31_ <br />2.5 <br />_ 1_5 <br />l <br />7 _ <br />0.010 <br />0.03_ <br />0.05 <br />0.00 <br />9 <br />2 <br />0.71 <br />0.]4 <br />6.0 <br />0.23 <br />1.8 <br />_0.8 _ <br />6.5 <br />6] <br />_ <br />R23 <br />R25 <br />R26 <br />R9 <br />18.0 <br />10.0 <br />55.0 <br />35.0 <br />R <br />T Fable. <br />F.Ma <br />Ri Ra <br />VL <br />- <br />T eVL <br />1330 <br />615 <br />_ 750 <br />525 <br />J99.0 <br />253 <br />7.5 <br />154.9 <br />0_300 <br />0.09 <br />0_010 <br />0.20 <br />2.5 <br />2.5 <br />1 2.5 <br />2.3 <br />2.5 <br />! 3.5 <br />2.5 <br />2.5 <br />1.5 <br />1.5 <br />_ ?.5 <br />2.0 <br />3 <br />5 <br />_ 5 <br />3 <br />0.010 <br />0.05 _ <br />O.W3 <br />0.010 <br />_ 0.03 <br />I _ _ O.WO <br />O.WO <br />O.WS <br />11 <br />5 <br />5 <br />IS <br />0.44 <br />0.41 <br />L49 <br />0.81 <br />8.29 _ <br />0.99 <br />0.93 -' <br />14.85 <br />1.1 3.2 <br />1.1 _ _ -7.0 <br />1_0 12.4 <br />t- 1.2 T 7.0 <br />RIO <br />L2 j. ..:ma�:a,aa.,,:,.Am <br />99.0 i <br />IN.O . <br />RIORap <br />{= 48- CSP <br />c VL <br />.._-.. <br />2290 <br />m <br />�:�:_::.. <br />M4.3 <br />_______ <br />03]]� <br />2.5 <br />2.3 <br />2.0 <br />7 _ <br />.��.: <br />0.010 <br />0_OD _ <br />00.00.:,:6...00 <br />Id <br />11 <br />13.33 <br />•. .m: =: =:=:..:mmm�i ® =.:.:_::::.:o <br />Gelder A..el.T9e <br />�CE/VED <br />MAR 2 4 2000 <br />Dlvlslo c,Muielat3 &Geology <br />19539 <br />Permit # M- 1980 -244 V <br />Amendement No. 8 March V, 2000 <br />993 -2099 <br />
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