SW4211202_Plansheet C6.1 - Other_20220307 (5)

IVY BROOK SUBDIVISION
STORM DRAINAGE DESIGN
25-YEAR STORM
February 28, 2022
Line
ToLine
Line ID
Line Length
Incr.Area
TotalArea
RunoffCoeff.
IncrCxA
TotalCxA
InletTime
TimeConc
Rnfallnt
Runoff to
Inlet
Additional
Flow
TotalFlow
CapacFull
Veloc
PipeSize
PipeSlope
Inv ElevDn
Inv ElevUp
HGLDn
HGLUp
Grnd/RimDn
Grnd/RimUp
Grate
Pipe
Line ID
Line
To Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(cfs)
(cfs)
(ft/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
Type
Material
1
Outfall
101-100
185.600
5.20
5.20
0.38
1.98
1.98
5.0
5.0
7.6
15.01
0.00
15.01
61.67
5.60
24
7.44
820.00
833.80
833.88
835.20
837.03
837.10
Headwall
CLASS III RCP
101-100
1
Outfall
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SITE STORM
DRAINAGE
INFORMATION
SHEET
C6.1