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Storm Water Mgmt Report
STORM SEWER COMPUTA TION SHEET 1 1.0 Year Storm 2005123.01 IN I Fifth Th ird Carmel, PIPE CAPACITY 'Q (CFS) r FT IS) ( v (0/0) HDPE pipe for 1 0.013 DISCHAR.GE. sum Q (CFS) r Mannlng's n= 3/23/2005 Calc by JLR 2.52 3.21 s 0.50 (FT.) 189 L . ) n diameter 12 75 1 sum CA 0.31 delta CA 2.52 0.31 3.21 0.50 188 12 2.52 1.56 0.28 0.28 3.21 0.50 159 12 2.09 0.38 0.11 6.48 7.43 6.89 4.20 3.90 3.66 0.38 82 18 4.27 0.81 0.11 0.50 0.43 22 47 18 18 4.30 4.38 0.83 0.02 C 0.95 0.95 0.35 0.91 0.95 0.95 0.35 0.73 0.95 0.35 0.63 0.95 0.95 0.95 0.95 0.95 0.95 n/hr) sum TC (min.) delta TC (min.) sum A (Acres) mpervious Building Pervious 0.34 delta A (Acre.s) 0.21 0.11 0.02 0.34 Inlet 5.64 10.00 10.00 5.64 10.00 1 0.00 mpervious Building Pervious 0.38 impervious Pervious 0.55 5.44 10.98 0.98 \mpervtOUS 1.01 5.28 80 11 0.83 impervious 1.03 impervious 1.05 19 5 12.18 12.26 0.37 0.18 0.06 0.14 0.38 0.08 0.09 0.17 0.12 0.12 0.02 0.02 0:02 0.02 A6-A3 A5..A4 A4-A3 A3-A2 A2-A 1 4.29 5.46 45 1 33 12 0.13 7.28 4.12 0.48 67 18 0.85 0.02 0.06 0.02 0.02 0.06 0.95 0.35 0.75 0.95 .0.35 0.51 17 5.64 5 10.00 0.09 10.00 impervious Pervious 0.03 l.mpervious Pervious 0.14 0.02 0.01 0.03 0.03 0.08 0.11 A 1-EX3 EX2-EX1 17 6 7.86 3.00 21 12 0,32 0.21 0.04 8.14 4.60 0.60 80 18 5.37 10.50 5.94 00 290 18 16 6 05 22 1 1 0.04 0.11 0.17 0.95 0.95 0.95 0.35 0.49 0.95 0.35 0,39 5.62 10 10 0.10 mpervious 0.04 0.04 0.04 EX1 ~E):3 5.64 10.00 10.00 5.12 5.06 12.46 12.75 0.20 0.29 mpervious Pervious 1.45 lmpervious Pervious 1.88 0.05 0.17 0.22 0.03 0.40 0.43 EX4-EX3 EX3-EX5 development. Page the engineer for the overal Corporation EX5 and beyond was provided by the Schneider EX5~> storm sewer at tor nformation i 1:C1~~ r." 1=0 IJ:~ .' il:Ul n~g -,:> .1 J :;;fJ I: l/l .1 11171 Fifth Third Bank ~h~ ~~w~ I~~~ liJ; DRAINAGE MAP ~ I~ ~. ~ tv o o ~~ N~ ~. o ..." l I I i OfSClUnlON Fi.fth Third Bank I I REV. I DATE S.E. Comer of Hazel Den Pkwy. & E. 146th St. Cannel, Indiana -u-~ fTl~X ;u:U :< II II 9 00 O~ 00:> )>0 () -U-IfT1 (T1~X ;o~N :<11 II P 00 oN ~')> )>0 o -U-lfTl fT1~X ;o:t'v. :< II II 9 00 :""(J1 '-1)>- )>0 o -11'l ~X :u~ II o o ~ )> o -o-lfTl rll~X ;o~ (J1 :::. II * II P 00 ~U 0)> )>0 o 0-0* 0;0[11 ;oOX -o~c..n 00- ;0 III Z )>0" -f 0 001;0 Z-<3:: ~~ (T10 z Ul=E ~)> ZUl (II o fT1 ;0 CD \J -(l> rn -0 ~ I)> ll-l:l> -(l> -I)> ~~ r[T1~O) rfTI-UUt fT1~~ ~U ~N O;U . 0:;0. ;u:U \J -0 -U P:<II 0~1I ~ II II II II II II P II II P II P P !=' ~ DON 00-" 00 --..a. 0 0 . . ........ 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