Hydraflow Storm Sewers 2005 - West Norriton Township
175
HYDROLOGICAL STUDY FOR WESTOVER SPORTING COMPLEX WEST NORRITON TOWNSHIP MONTGOMERY COUNTY, PA PREPARED BY EDWARD B. WALSH & ASSOCIATES, INC. 125 DOWLIN FORGE ROAD EXTON, PA 19341 610-903-0060 DECEMBER 23, 2014
-
Upload
khangminh22 -
Category
Documents
-
view
4 -
download
0
Transcript of Hydraflow Storm Sewers 2005 - West Norriton Township
HYDROLOGICAL STUDY
FOR
WESTOVER SPORTING COMPLEX
WEST NORRITON TOWNSHIP MONTGOMERY COUNTY, PA
PREPARED BY
EDWARD B. WALSH & ASSOCIATES, INC. 125 DOWLIN FORGE ROAD
EXTON, PA 19341 610-903-0060
DECEMBER 23, 2014
Project Narrative:
The owners of the Westover Gold Club are proposing to develop the tract into a sporting
complex and banquet hall facility. The 90 acre tract of ground is located on the west side of
South Schuylkill Avenue and the north side of Port Indian Road in West Norriton Township. The
property is zoned RE-Recreation. The proposed use of the site is consistent with the permitted
uses in the Recreation Zoning District. The proposed uses include; a 50,000 S.F. banquet hall,
skate park, picnic area, outdoor swimming pools, five soccer fields, 9-hole golf course, football
field with track, five baseball fields, five basketball courts and 10 tennis courts. To meet the
parking requirements for the noted uses, it is proposed to construct 1,801 parking squares.
Access to the site will be provided via three driveways to existing roads. The driveways will go
to South Schuylkill Avenue, Port Indian Road and Hemlock Road. The proposed structures will
utilize public sanitary sewer and water.
Existing Features:
The site is currently a maintained functioning 18 hole golf course. The existing cover
consists of maintained lawn area with scattered trees throughout the sire. There are two ponds on
the site. The site generally slopes in a southerly direction. The majority of the site has a mild
slope with some areas around 15 percent near Port Indian Road. A Williams Gas Pipeline
easement traverses the tract in an east-west direction. The current facilities has access via a
driveway to South Schuylkill Avenue.
Stormwater Management:
It is proposed to utilize multiple systems to ensure the rate of flow leaving the site does
not increase and the volume of flow for storms up to and including the two year event does not
increase. There are three separate watersheds on the site. One drains to the south and exits the
site below the existing pond. The second watershed drains to Port Indian Road and the third one
drains towards the western property line. To meet Township and DEP’s BMP regulations it is
proposed to construct four new detention basins. Several of these basins will include forebays to
1-1
improve the water quality. In addition plunge pools will be installed at several of the basin
outfalls. The existing pond will be modified to increase its storage capacity and to provide a
forebay. To provide stormwater infiltration and the required volume reduction porous paving
will be installed throughout the parking lots. The porous paving will encompass large areas to
promote an even infiltration of water into the ground throughout the site. In addition the football
field will be constructed with a subsurface to promote infiltration in the field area.
The hydrological analysis assumed a meadow cover for existing conditions for the entire
fold course including the impervious areas associated with the cart paths, parking lots and
existing building. To analyze the peak rate of flow the SCS method was utilized. The volume of
runoff generated pre and post was analyzed with the DEP BMP worksheets. The flow rate
leaving the site is decreased from existing conditions. Given the decrease in the rate of flow the
stormwater systems and / or watercourses will have capacity to continue to convey the flow as it
occurs in the current conditions.
Erosion and Sedimentation Control:
To ensure sediment does not leave the tract and enter waters of the Commonwealth, several
different controls will be utilized on site during construction. Prior to disturbance for the
proposed improvements sediment basins and diversion swales will be constructed to divert
runoff from disturbed areas to the sediment basins. In addition rock construction entrances will
be provided and silt fence and or filter sock will be installed where disturbed areas do not drain
to a sediment basin. The controls will be inspected during construction to ensure they are
functioning per DEP requirements. Site stabilization will occur as soon as possible after
construction is completed to ensure erosion is avoided. The runoff is detained in the sediment
basins and discharged at a reduced flow rate to ensure the downstream water courses do not have
erosive conditions that would cause erosion of the stream banks.
1-2
1-3
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#1V-
2.st
mN
o. L
ines
: 13
02-1
0-20
15
Hyd
raflo
w S
torm
Sew
ers
2005
2-1
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd47
.0-1
10.8
Com
b0.
000.
100.
595.
010
4.00
10.6
410
9.00
24C
ir0.
013
0.00
113.
001
TO E
1
21
58.0
19.5
Com
b0.
000.
620.
665.
010
9.50
5.45
112.
6618
Cir
0.01
30.
0011
6.56
2 TO
1
32
206.
0-3
.2C
omb
0.00
0.82
0.57
5.0
112.
866.
5212
6.30
18C
ir0.
013
0.00
130.
003
TO 2
43
215.
01.
1C
omb
0.00
0.59
0.60
5.0
126.
506.
5314
0.55
18C
ir0.
013
0.00
144.
054
TO 3
53
154.
045
.7D
rGrt
0.00
2.43
0.35
5.0
126.
506.
8213
7.00
18C
ir0.
013
0.00
143.
505
TO 3
65
53.0
-53.
3D
rGrt
0.00
1.21
0.44
5.0
140.
003.
7714
2.00
18C
ir0.
013
0.00
145.
506
TO 5
7E
nd11
0.0
-50.
6M
H0.
000.
000.
005.
010
4.00
4.00
108.
4018
Cir
0.01
30.
0011
8.00
M1
TO E
2
87
157.
00.
9M
H0.
000.
000.
005.
011
4.00
11.8
513
2.60
18C
ir0.
013
0.00
142.
67M
2 TO
M1
98
40.0
-0.7
MH
0.00
0.00
0.00
5.0
139.
2511
.15
143.
7118
Cir
0.01
30.
0015
3.78
M3
TO M
2
109
94.0
1.0
MH
0.00
0.00
0.00
5.0
150.
537.
8915
7.95
18C
ir0.
013
0.00
168.
00M
4 TO
M3
1110
202.
0-3
.4C
omb
0.00
1.50
0.59
5.0
158.
151.
4216
1.02
18C
ir0.
013
0.00
176.
207
TO M
4
1211
354.
051
.7D
rGrt
0.00
0.26
0.35
5.0
172.
704.
4918
8.60
18C
ir0.
013
0.00
192.
109
TO 7
1311
142.
7-5
9.6
DrG
rt0.
000.
600.
355.
016
1.22
0.51
161.
9518
Cir
0.01
30.
0016
9.50
8 TO
M9
Pro
ject
File
: S
WM
#1V-
2.st
mN
umbe
r of l
ines
: 13
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-2
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 1 TO E1 20.64 24 c 47.0 104.00 109.00 10.638 104.81 110.61 n/a 110.61 End
2 2 TO 1 20.23 18 c 58.0 109.50 112.66 5.448 110.61* 116.68* n/a 118.72 i 1
3 3 TO 2 17.27 18 c 206.0 112.86 126.30 6.524 118.72 127.74 n/a 127.74 j 2
4 4 TO 3 2.90 18 c 215.0 126.50 140.55 6.535 129.22 141.20 n/a 141.20 j 3
5 5 TO 3 11.28 18 c 154.0 126.50 137.00 6.818 128.63 138.29 n/a 138.29 j 3
6 6 TO 5 4.36 18 c 53.0 140.00 142.00 3.774 140.47 142.80 n/a 142.80 j 5
7 M1 TO E2 8.85 18 c 110.0 104.00 108.40 4.000 109.20 109.78 n/a 110.17 i End
8 M2 TO M1 8.92 18 c 157.0 114.00 132.60 11.847 114.51 133.74 n/a 133.74 j 7
9 M3 TO M2 8.94 18 c 40.0 139.25 143.71 11.150 139.77* 146.00* 0.00 146.00 8
10 M4 TO M3 8.98 18 c 94.0 150.53 157.95 7.894 151.10 159.09 n/a 159.09 j 9
11 7 TO M4 9.14 18 c 202.0 158.15 161.02 1.421 159.28 162.17 n/a 162.17 j 10
12 9 TO 7 0.75 18 c 354.0 172.70 188.60 4.492 172.89 188.93 n/a 188.93 j 11
13 8 TO M9 1.72 18 c 142.7 161.22 161.95 0.512 162.72 162.76 0.00 162.76 11
Project File: SWM#1V-2.stm Number of lines: 13 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-3
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd47
.00.
105.
770.
590.
062.
675.
06.
77.
720
.64
73.7
712
.45
2410
.64
109.
0010
4.00
110.
6110
4.81
113.
0010
6.50
1 TO
E1
21
58.0
0.62
5.67
0.66
0.41
2.61
5.0
6.6
7.7
20.2
324
.51
12.9
518
5.45
112.
6610
9.50
116.
6811
0.61
116.
5611
3.00
2 TO
1
32
206.
00.
825.
050.
570.
472.
205.
06.
37.
817
.27
26.8
29.
8318
6.52
126.
3011
2.86
127.
7411
8.72
130.
0011
6.56
3 TO
2
43
215.
00.
590.
590.
600.
350.
355.
05.
08.
22.
9026
.84
2.80
186.
5314
0.55
126.
5014
1.20
129.
2214
4.05
130.
004
TO 3
53
154.
02.
433.
640.
350.
851.
385.
05.
18.
211
.28
27.4
26.
6918
6.82
137.
0012
6.50
138.
2912
8.63
143.
5013
0.00
5 TO
3
65
53.0
1.21
1.21
0.44
0.53
0.53
5.0
5.0
8.2
4.36
20.4
06.
8818
3.77
142.
0014
0.00
142.
8014
0.47
145.
5014
3.50
6 TO
5
7E
nd11
0.0
0.00
2.36
0.00
0.00
1.19
5.0
7.7
7.5
8.85
21.0
05.
0118
4.00
108.
4010
4.00
109.
7810
9.20
118.
0010
6.50
M1
TO E
2
87
157.
00.
002.
360.
000.
001.
195.
07.
57.
58.
9236
.14
11.5
118
11.8
513
2.60
114.
0013
3.74
114.
5114
2.67
118.
00M
2 TO
M1
98
40.0
0.00
2.36
0.00
0.00
1.19
5.0
7.4
7.5
8.94
35.0
710
.81
1811
.15
143.
7113
9.25
146.
0013
9.77
153.
7814
2.67
M3
TO M
2
109
94.0
0.00
2.36
0.00
0.00
1.19
5.0
7.3
7.6
8.98
29.5
010
.38
187.
8915
7.95
150.
5315
9.09
151.
1016
8.00
153.
78M
4 TO
M3
1110
202.
01.
502.
360.
590.
891.
195.
06.
77.
79.
1412
.52
6.34
181.
4216
1.02
158.
1516
2.17
159.
2817
6.20
168.
007
TO M
4
1211
354.
00.
260.
260.
350.
090.
095.
05.
08.
20.
7522
.26
4.20
184.
4918
8.60
172.
7018
8.93
172.
8919
2.10
176.
209
TO 7
1311
142.
70.
600.
600.
350.
210.
215.
05.
08.
21.
727.
511.
3618
0.51
161.
9516
1.22
162.
7616
2.72
169.
5017
6.20
8 TO
M9
Pro
ject
File
: S
WM
#1V-
2.st
mN
umbe
r of l
ines
: 13
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-4
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
11
0.48
0.00
0.44
0.04
Com
b6.
04.
000.
004.
002.
000.
050
2.00
0.02
00.
020
0.01
30.
084.
000.
083.
800.
00O
ff
22
3.35
0.00
3.35
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.27
13.5
00.
2713
.50
0.00
Off
33
3.83
0.00
3.83
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.30
15.0
00.
3015
.00
0.00
Off
44
2.90
0.00
2.90
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.25
12.5
00.
2512
.50
0.00
Off
55
6.97
0.00
6.97
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.44
45.8
40.
4445
.84
0.00
Off
66
4.36
0.00
4.36
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.32
34.0
80.
3234
.08
0.00
Off
7M
10.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
8M
20.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
9M
30.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
10M
40.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
117
7.25
0.00
7.25
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.45
22.5
00.
4522
.50
0.00
Off
129
0.75
0.00
0.75
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
000
0.10
11.8
70.
1011
.87
0.00
Off
138
1.72
0.00
1.72
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.17
19.2
50.
1719
.25
0.00
Off
Pro
ject
File
: S
WM
#1V-
2.st
mN
umbe
r of l
ines
: 13
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-5
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#1
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
347
.00.
041.
091.
046.
700.
107.
72.
670.
0011
3.00
110.
6110
4.81
5.80
2412
.34
12.4
520
.64
1 TO
E1
0.06
4.68
1.64
20.6
411
1.00
106.
0024
10.6
423
.48
73.7
70.
000.
000.
0010
9.00
104.
005.
00C
ir
21
Com
b0.
013
58.0
0.32
1.05
1.00
6.63
0.07
7.7
2.61
0.00
116.
5611
6.68
110.
616.
0718
10.4
612
.95
20.2
32
TO 1
0.30
4.62
1.62
20.2
311
4.16
111.
0018
5.45
13.8
724
.51
0.00
0.00
0.00
112.
6610
9.50
3.16
Cir
32
Com
b0.
013
206.
00.
300.
730.
696.
280.
357.
82.
200.
0013
0.00
127.
7411
8.72
9.03
184.
389.
8317
.27
3 TO
20.
524.
321.
5117
.27
127.
8011
4.36
186.
5215
.18
26.8
20.
000.
000.
0012
6.30
112.
8613
.44
Cir
43
Com
b0.
013
215.
00.
250.
250.
245.
001.
288.
20.
350.
0014
4.05
141.
2012
9.22
11.9
818
5.57
2.80
2.90
4 TO
30.
340.
340.
122.
9014
2.05
128.
0018
6.53
15.1
926
.84
0.00
0.00
0.00
140.
5512
6.50
14.0
5C
ir
53
DrG
rt0.
013
154.
00.
000.
180.
175.
130.
388.
21.
380.
0014
3.50
138.
2912
8.63
9.65
186.
276.
6911
.28
5 TO
32.
433.
461.
2111
.28
138.
5012
8.00
186.
8215
.52
27.4
20.
000.
000.
0013
7.00
126.
5010
.50
Cir
65
DrG
rt0.
013
53.0
0.18
0.18
0.17
5.00
0.13
8.2
0.53
0.00
145.
5014
2.80
140.
472.
3318
4.39
6.88
4.36
6 TO
51.
031.
030.
364.
3614
3.50
141.
5018
3.77
11.5
420
.40
0.00
0.00
0.00
142.
0014
0.00
2.00
Cir
7E
ndM
H0.
013
110.
00.
000.
430.
417.
720.
377.
51.
190.
0011
8.00
109.
7810
9.20
0.58
180.
525.
018.
85M
1 TO
E2
0.00
1.69
0.59
8.85
109.
9010
5.50
184.
0011
.88
21.0
00.
000.
240.
1910
8.40
104.
004.
40C
ir
87
MH
0.01
315
7.0
0.00
0.43
0.41
7.49
0.23
7.5
1.19
0.00
142.
6713
3.74
114.
5119
.23
1812
.25
11.5
18.
92M
2 TO
M1
0.00
1.69
0.59
8.92
134.
1011
5.50
1811
.85
20.4
536
.14
0.00
0.24
0.19
132.
6011
4.00
18.6
0C
ir
98
MH
0.01
340
.00.
000.
430.
417.
430.
067.
51.
190.
0015
3.78
146.
0013
9.77
6.23
1815
.57
10.8
18.
94M
3 TO
M2
0.00
1.69
0.59
8.94
145.
2114
0.75
1811
.15
19.8
435
.07
0.00
0.24
0.19
143.
7113
9.25
4.46
Cir
109
MH
0.01
394
.00.
000.
430.
417.
280.
157.
61.
190.
0016
8.00
159.
0915
1.10
7.99
188.
5010
.38
8.98
M4
TO M
30.
001.
690.
598.
9815
9.45
152.
0318
7.89
16.7
029
.50
0.00
0.24
0.19
157.
9515
0.53
7.42
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#1V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-6
FL-D
OT
Rep
ort
Page
2
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#1
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1110
Com
b0.
013
202.
00.
430.
430.
416.
750.
537.
71.
190.
0017
6.20
162.
1715
9.28
2.90
181.
436.
349.
147
TO M
40.
831.
690.
599.
1416
2.52
159.
6518
1.42
7.08
12.5
20.
240.
240.
1916
1.02
158.
152.
87C
ir
1211
DrG
rt0.
013
354.
00.
000.
000.
005.
001.
418.
20.
090.
0019
2.10
188.
9317
2.89
16.0
418
4.53
4.20
0.75
9 TO
70.
260.
260.
090.
7519
0.10
174.
2018
4.49
12.5
922
.26
0.00
0.00
0.00
188.
6017
2.70
15.9
0C
ir
1311
DrG
rt0.
013
142.
70.
000.
000.
005.
001.
758.
20.
210.
0016
9.50
162.
7616
2.72
0.04
180.
031.
361.
728
TO M
90.
600.
600.
211.
7216
3.45
162.
7218
0.51
4.25
7.51
0.00
0.00
0.00
161.
9516
1.22
0.73
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#1V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-7
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
124
20.6
410
4.00
104.
810.
811.
1917
.29
4.65
109.
460.
862
47.0
109.
0011
0.61
1.61
**2.
717.
620.
9011
1.51
0.86
20.
862
n/a
0.00
n/a
218
20.2
310
9.50
110.
611.
111.
4014
.44
3.24
113.
85n/
a58
.011
2.66
116.
68i
1.49
1.76
11.4
62.
0411
8.72
in/
an/
a2.
823
0.00
n/a
318
17.2
711
2.86
118.
721.
501.
759.
771.
4912
0.20
2.70
520
612
6.30
127.
74 j
1.44
**1.
759.
891.
5212
9.27
2.36
22.
534
n/a
0.00
n/a
418
2.90
126.
5012
9.22
1.50
1.77
1.64
0.04
129.
270.
076
215
140.
5514
1.20
j0.
65**
0.73
3.95
0.24
141.
440.
503
0.29
0n/
a0.
000.
00
518
11.2
812
6.50
128.
631.
501.
616.
390.
6312
9.27
1.15
515
413
7.00
138.
29 j
1.28
**1.
617.
000.
7613
9.05
1.07
51.
115
n/a
0.00
n/a
618
4.36
140.
0014
0.47
0.47
*0.
489.
181.
3114
1.78
3.77
053
.014
2.00
142.
80 j
0.80
**0.
954.
570.
3214
3.12
0.56
32.
166
n/a
0.00
0.00
718
8.85
104.
0010
9.20
1.50
1.77
5.01
0.39
109.
59n/
a11
010
8.40
109.
78i
1.50
1.77
5.01
0.39
110.
17i
n/a
n/a
0.18
50.
00n/
a
818
8.92
114.
0011
4.51
0.51
*0.
5316
.84
4.41
118.
9211
.653
157
132.
6013
3.74
j1.
14**
1.44
6.19
0.60
134.
340.
842
6.24
8n/
a0.
000.
00
918
8.94
139.
2513
9.77
0.52
*0.
5416
.56
4.26
144.
0311
.102
40.0
143.
7114
6.00
1.50
1.77
5.06
0.40
146.
390.
725
5.91
32.
365
0.00
0.00
1018
8.98
150.
5315
1.10
0.57
*0.
6214
.54
3.29
154.
397.
728
94.0
157.
9515
9.09
j1.
14**
1.45
6.21
0.60
159.
690.
847
4.28
7n/
a0.
00n/
a
1118
9.14
158.
1515
9.28
1.13
1.42
6.42
0.64
159.
920.
907
202
161.
0216
2.17
j1.
15**
1.46
6.27
0.61
162.
780.
861
0.88
4n/
a0.
00n/
a
1218
0.75
172.
7017
2.89
0.19
*0.
135.
800.
5217
3.41
4.44
135
418
8.60
188.
93 j
0.33
**0.
292.
590.
1018
9.03
0.45
02.
445
n/a
0.00
n/a
1318
1.72
161.
2216
2.72
1.50
1.77
0.97
0.01
162.
730.
027
143
161.
9516
2.76
0.81
0.98
1.76
0.05
162.
810.
082
0.05
40.
077
0.00
0.00
Pro
ject
File
: S
WM
#1V-
2.st
mN
umbe
r of l
ines
: 13
Run
Dat
e: 0
2-10
-201
5
Not
es: *
Nor
mal
dep
th a
ssum
ed.;
** C
ritic
al d
epth
.; j-L
ine
cont
ains
hyd
. jum
p.; i
-Inle
t con
trol.
Hyd
raflo
w S
torm
Sew
ers
20052-8
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#2V-
2.st
mN
o. L
ines
: 31
02-1
0-20
15
Hyd
raflo
w S
torm
Sew
ers
2005
2-9
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd70
.073
.7C
omb
0.00
0.59
0.39
5.0
143.
502.
2114
5.05
48C
ir0.
013
0.00
151.
0510
TO
E3
21
20.0
18.2
Com
b0.
000.
430.
435.
014
7.00
0.50
147.
1018
Cir
0.01
30.
0015
1.05
11 T
O 1
0
32
27.0
-14.
3C
omb
0.00
0.67
0.48
5.0
147.
300.
7414
7.50
18C
ir0.
013
0.00
151.
7514
TO
11
41
144.
0-9
0.3
Com
b0.
000.
110.
575.
014
6.05
3.58
151.
2036
Cir
0.01
30.
0015
7.16
15 T
O 1
0
54
20.0
79.7
Com
b0.
001.
440.
425.
015
1.40
2.00
151.
8036
Cir
0.01
30.
0015
7.16
16 T
O 1
5
65
142.
0-7
2.5
Com
b0.
000.
070.
865.
015
2.00
4.08
157.
8036
Cir
0.01
30.
0016
3.21
17 T
O 1
6
76
20.0
-76.
7C
omb
0.00
0.37
0.69
5.0
159.
300.
8015
9.46
18C
ir0.
013
0.00
163.
2118
TO
17
86
154.
035
.1C
omb
0.00
0.83
0.44
5.0
158.
002.
6616
2.10
36C
ir0.
013
0.00
168.
6419
TO
17
98
20.0
-73.
5C
omb
0.00
0.21
0.55
5.0
162.
301.
0016
2.50
36C
ir0.
013
0.00
168.
6420
TO
19
109
44.0
0.5
Com
b0.
000.
670.
825.
016
3.80
1.05
164.
2618
Cir
0.01
30.
0016
8.56
21 T
O 2
0
1110
98.0
91.7
Com
b0.
000.
670.
855.
016
4.46
3.61
168.
0018
Cir
0.01
30.
0017
2.00
22 T
O 2
1
129
185.
089
.4C
omb
0.00
0.21
0.86
5.0
163.
003.
1416
8.80
30C
ir0.
013
0.00
174.
7123
TO
20
1312
50.0
-35.
4C
omb
0.00
0.52
0.88
5.0
169.
804.
4017
2.00
18C
ir0.
013
0.00
176.
0024
TO
23
1412
33.0
95.5
Com
b0.
000.
330.
605.
016
9.00
2.30
169.
7630
Cir
0.01
30.
0017
4.56
25 T
O 2
3
1514
85.0
-93.
4M
H0.
000.
000.
005.
016
9.96
3.19
172.
6730
Cir
0.01
30.
0017
7.37
M5
TO 2
5
1615
28.0
90.6
Com
b0.
000.
520.
615.
017
3.67
1.18
174.
0018
Cir
0.01
30.
0017
8.00
27 T
O M
5
1715
44.0
-0.8
Com
b0.
000.
230.
645.
017
2.87
2.80
174.
1030
Cir
0.01
30.
0017
8.80
26 T
O M
5
1817
110.
0-1
7.3
Com
b0.
000.
500.
505.
017
4.30
2.90
177.
4930
Cir
0.01
30.
0018
2.19
28 T
O 2
6
1918
84.0
86.8
Com
b0.
000.
210.
355.
017
8.49
7.75
185.
0018
Cir
0.01
30.
0019
2.10
29 T
O 2
8
2018
110.
0-2
5.3
Com
b0.
000.
490.
695.
017
7.69
2.89
180.
8730
Cir
0.01
30.
0018
5.57
30 T
O 2
8
2120
100.
050
.3C
omb
0.00
0.28
0.35
5.0
181.
876.
1318
8.00
18C
ir0.
013
0.00
192.
1031
TO
30
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-10
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 2
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
2220
99.0
-25.
8M
H0.
000.
000.
005.
018
1.07
1.81
182.
8630
Cir
0.01
30.
0018
8.55
M6
TO 3
0
2322
69.0
-75.
5C
omb
0.00
0.60
0.90
5.0
183.
861.
6518
5.00
18C
ir0.
013
0.00
188.
7436
TO
M6
2422
47.0
68.5
Com
b0.
001.
010.
755.
018
3.06
0.74
183.
4130
Cir
0.01
30.
0018
9.63
32 T
O M
6
2524
158.
02.
3C
omb
0.00
0.22
0.92
5.0
184.
412.
2718
8.00
18C
ir0.
013
0.00
193.
7933
TO
32
2624
54.0
-88.
9C
omb
0.00
0.70
0.83
5.0
183.
910.
7218
4.30
24C
ir0.
013
0.00
190.
0334
TO
32
2726
35.0
-67.
9C
omb
0.00
0.50
0.73
5.0
184.
500.
8018
4.78
24C
ir0.
013
0.00
189.
5335
TO
34
2827
153.
068
.3C
omb
0.00
0.24
0.57
5.0
185.
281.
4818
7.55
18C
ir0.
013
0.00
191.
7337
TO
35
2928
67.0
-72.
5C
omb
0.00
0.15
0.51
5.0
187.
750.
6018
8.15
18C
ir0.
013
0.00
191.
6538
TO
37
3028
34.0
108.
3C
omb
0.00
0.90
0.88
5.0
187.
752.
3518
8.55
18C
ir0.
013
0.00
192.
2539
TO
37
3130
106.
0-1
07.6
Com
b0.
000.
630.
755.
018
8.75
1.18
190.
0018
Cir
0.01
30.
0019
5.34
40 T
O 3
9
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-11
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 10 TO E3 62.38 48 c 70.0 143.50 145.05 2.214 150.08* 150.21* 0.00 150.21 End
2 11 TO 10 4.11 18 c 20.0 147.00 147.10 0.500 150.51* 150.54* 0.00 150.54 1
3 14 TO 11 2.64 18 c 27.0 147.30 147.50 0.741 150.59* 150.61* 0.00 150.61 2
4 15 TO 10 57.89 36 c 144.0 146.05 151.20 3.576 150.21 153.63 n/a 153.63 1
5 16 TO 15 57.53 36 c 20.0 151.40 151.80 2.000 153.99 154.22 n/a 154.22 4
6 17 TO 16 53.87 36 c 142.0 152.00 157.80 4.085 154.70 160.14 0.00 160.14 5
7 18 TO 17 2.09 18 c 20.0 159.30 159.46 0.800 161.41* 161.42* 0.00 161.42 6
8 19 TO 17 52.18 36 c 154.0 158.00 162.10 2.662 160.58 164.40 0.00 164.40 6
9 20 TO 19 49.73 36 c 20.0 162.30 162.50 1.000 164.88* 165.52* n/a 166.69 i 8
10 21 TO 20 9.03 18 c 44.0 163.80 164.26 1.045 166.69* 167.02* 0.00 167.02 9
11 22 TO 21 4.67 18 c 98.0 164.46 168.00 3.612 167.32 168.82 n/a 168.82 j 10
12 23 TO 20 41.66 30 c 185.0 163.00 168.80 3.135 166.69 170.97 0.00 170.97 9
13 24 TO 23 3.75 18 c 50.0 169.80 172.00 4.400 172.22 172.74 n/a 172.74 j 12
14 25 TO 23 37.29 30 c 33.0 169.00 169.76 2.303 171.39 171.80 n/a 171.80 j 12
15 M5 TO 25 36.10 30 c 85.0 169.96 172.67 3.188 172.13 174.68 n/a 174.68 j 14
16 27 TO M5 2.60 18 c 28.0 173.67 174.00 1.179 175.78* 175.80* 0.00 175.80 15
17 26 TO M5 33.97 30 c 44.0 172.87 174.10 2.795 175.07 176.05 n/a 176.05 j 15
18 28 TO 26 33.17 30 c 110.0 174.30 177.49 2.900 176.40 179.41 n/a 179.41 j 17
19 29 TO 28 0.60 18 c 84.0 178.49 185.00 7.750 180.45 185.30 n/a 185.30 j 18
20 30 TO 28 31.11 30 c 110.0 177.69 180.87 2.891 179.83 182.73 n/a 182.73 j 18
21 31 TO 30 0.80 18 c 100.0 181.87 188.00 6.130 183.71 188.34 n/a 188.34 j 20
22 M6 TO 30 28.21 30 c 99.0 181.07 182.86 1.808 183.20 184.64 n/a 184.64 j 20
23 36 TO M6 4.43 18 c 69.0 183.86 185.00 1.652 185.43 185.80 n/a 185.80 j 22
24 32 TO M6 24.42 30 c 47.0 183.06 183.41 0.745 185.14 185.48 n/a 186.25 i 22
25 33 TO 32 1.66 18 c 158.0 184.41 188.00 2.272 186.25 188.49 n/a 188.49 j 24
26 34 TO 32 17.58 24 c 54.0 183.91 184.30 0.722 186.25* 186.57* 0.00 186.57 24
27 35 TO 34 13.43 24 c 35.0 184.50 184.78 0.800 186.78* 186.90* 0.00 186.90 26
28 37 TO 35 10.90 18 c 153.0 185.28 187.55 1.484 186.90 188.81 n/a 188.81 j 27
29 38 TO 37 0.63 18 c 67.0 187.75 188.15 0.597 189.54 189.54 0.00 189.54 28
30 39 TO 37 10.17 18 c 34.0 187.75 188.55 2.353 189.03 189.77 n/a 189.77 j 28
31 40 TO 39 3.87 18 c 106.0 188.75 190.00 1.179 190.37 190.75 n/a 190.75 j 30
Project File: SWM#2V-2.stm Number of lines: 31 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-12
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd70
.00.
5914
.30
0.39
0.23
9.30
5.0
11.2
6.7
62.3
821
3.8
4.96
482.
2114
5.05
143.
5015
0.21
150.
0815
1.05
148.
0010
TO
E3
21
20.0
0.43
1.10
0.43
0.18
0.51
5.0
5.3
8.1
4.11
7.43
2.32
180.
5014
7.10
147.
0015
0.54
150.
5115
1.05
151.
0511
TO
10
32
27.0
0.67
0.67
0.48
0.32
0.32
5.0
5.0
8.2
2.64
9.04
1.49
180.
7414
7.50
147.
3015
0.61
150.
5915
1.75
151.
0514
TO
11
41
144.
00.
1112
.61
0.57
0.06
8.57
5.0
11.0
6.8
57.8
912
6.1
8.82
363.
5815
1.20
146.
0515
3.63
150.
2115
7.16
151.
0515
TO
10
54
20.0
1.44
12.5
00.
420.
608.
505.
010
.96.
857
.53
94.3
29.
1536
2.00
151.
8015
1.40
154.
2215
3.99
157.
1615
7.16
16 T
O 1
5
65
142.
00.
0711
.06
0.86
0.06
7.90
5.0
10.6
6.8
53.8
713
4.8
8.58
364.
0815
7.80
152.
0016
0.14
154.
7016
3.21
157.
1617
TO
16
76
20.0
0.37
0.37
0.69
0.26
0.26
5.0
5.0
8.2
2.09
9.39
1.18
180.
8015
9.46
159.
3016
1.42
161.
4116
3.21
163.
2118
TO
17
86
154.
00.
8310
.62
0.44
0.37
7.58
5.0
10.3
6.9
52.1
810
8.8
8.51
362.
6616
2.10
158.
0016
4.40
160.
5816
8.64
163.
2119
TO
17
98
20.0
0.21
9.79
0.55
0.12
7.22
5.0
10.3
6.9
49.7
366
.69
8.19
361.
0016
2.50
162.
3016
5.52
164.
8816
8.64
168.
6420
TO
19
109
44.0
0.67
1.34
0.82
0.55
1.12
5.0
5.4
8.1
9.03
10.7
45.
1118
1.05
164.
2616
3.80
167.
0216
6.69
168.
5616
8.64
21 T
O 2
0
1110
98.0
0.67
0.67
0.85
0.57
0.57
5.0
5.0
8.2
4.67
19.9
63.
6718
3.61
168.
0016
4.46
168.
8216
7.32
172.
0016
8.56
22 T
O 2
1
129
185.
00.
218.
240.
860.
185.
985.
010
.07.
041
.66
72.6
28.
8530
3.14
168.
8016
3.00
170.
9716
6.69
174.
7116
8.64
23 T
O 2
0
1312
50.0
0.52
0.52
0.88
0.46
0.46
5.0
5.0
8.2
3.75
22.0
33.
2218
4.40
172.
0016
9.80
172.
7417
2.22
176.
0017
4.71
24 T
O 2
3
1412
33.0
0.33
7.51
0.60
0.20
5.35
5.0
9.9
7.0
37.2
962
.24
8.20
302.
3016
9.76
169.
0017
1.80
171.
3917
4.56
174.
7125
TO
23
1514
85.0
0.00
7.18
0.00
0.00
5.15
5.0
9.7
7.0
36.1
073
.23
8.25
303.
1917
2.67
169.
9617
4.68
172.
1317
7.37
174.
56M
5 TO
25
1615
28.0
0.52
0.52
0.61
0.32
0.32
5.0
5.0
8.2
2.60
11.4
01.
4718
1.18
174.
0017
3.67
175.
8017
5.78
178.
0017
7.37
27 T
O M
5
1715
44.0
0.23
6.66
0.64
0.15
4.83
5.0
9.6
7.0
33.9
768
.57
7.85
302.
8017
4.10
172.
8717
6.05
175.
0717
8.80
177.
3726
TO
M5
1817
110.
00.
506.
430.
500.
254.
685.
09.
47.
133
.17
69.8
47.
8530
2.90
177.
4917
4.30
179.
4117
6.40
182.
1917
8.80
28 T
O 2
6
1918
84.0
0.21
0.21
0.35
0.07
0.07
5.0
5.0
8.2
0.60
29.2
31.
3918
7.75
185.
0017
8.49
185.
3018
0.45
192.
1018
2.19
29 T
O 2
8
2018
110.
00.
495.
720.
690.
344.
365.
09.
17.
131
.11
69.7
37.
4430
2.89
180.
8717
7.69
182.
7317
9.83
185.
5718
2.19
30 T
O 2
8
2120
100.
00.
280.
280.
350.
100.
105.
05.
08.
20.
8026
.00
1.55
186.
1318
8.00
181.
8718
8.34
183.
7119
2.10
185.
5731
TO
30
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-13
Stor
m S
ewer
Tab
ulat
ion
Page
2
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
2220
99.0
0.00
4.95
0.00
0.00
3.92
5.0
8.9
7.2
28.2
155
.15
6.95
301.
8118
2.86
181.
0718
4.64
183.
2018
8.55
185.
57M
6 TO
30
2322
69.0
0.60
0.60
0.90
0.54
0.54
5.0
5.0
8.2
4.43
13.5
03.
5518
1.65
185.
0018
3.86
185.
8018
5.43
188.
7418
8.55
36 T
O M
6
2422
47.0
1.01
4.35
0.75
0.76
3.38
5.0
8.8
7.2
24.4
235
.39
6.32
300.
7418
3.41
183.
0618
5.48
185.
1418
9.63
188.
5532
TO
M6
2524
158.
00.
220.
220.
920.
200.
205.
05.
08.
21.
6615
.83
2.12
182.
2718
8.00
184.
4118
8.49
186.
2519
3.79
189.
6333
TO
32
2624
54.0
0.70
3.12
0.83
0.58
2.42
5.0
8.6
7.3
17.5
819
.22
5.60
240.
7218
4.30
183.
9118
6.57
186.
2519
0.03
189.
6334
TO
32
2726
35.0
0.50
2.42
0.73
0.37
1.84
5.0
8.5
7.3
13.4
320
.23
4.27
240.
8018
4.78
184.
5018
6.90
186.
7818
9.53
190.
0335
TO
34
2827
153.
00.
241.
920.
570.
141.
485.
08.
17.
410
.90
12.7
96.
5218
1.48
187.
5518
5.28
188.
8118
6.90
191.
7318
9.53
37 T
O 3
5
2928
67.0
0.15
0.15
0.51
0.08
0.08
5.0
5.0
8.2
0.63
8.11
0.36
180.
6018
8.15
187.
7518
9.54
189.
5419
1.65
191.
7338
TO
37
3028
34.0
0.90
1.53
0.88
0.79
1.26
5.0
5.5
8.0
10.1
716
.11
6.47
182.
3518
8.55
187.
7518
9.77
189.
0319
2.25
191.
7339
TO
37
3130
106.
00.
630.
630.
750.
470.
475.
05.
08.
23.
8711
.40
3.28
181.
1819
0.00
188.
7519
0.75
190.
3719
5.34
192.
2540
TO
39
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-14
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
110
1.89
0.35
1.50
0.74
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
147.
000.
147.
000.
00O
ff
211
1.52
2.83
2.43
1.91
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
189.
000.
188.
950.
00O
ff
314
2.64
0.00
2.64
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.23
11.5
00.
2311
.50
0.00
Off
415
0.51
0.85
1.02
0.35
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
126.
000.
125.
800.
001
516
4.96
0.88
3.01
2.83
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
2010
.00
0.20
10.0
00.
002
617
0.49
2.00
1.61
0.88
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
168.
000.
157.
550.
005
718
2.09
0.35
1.59
0.85
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
157.
500.
157.
500.
004
819
2.99
1.49
2.48
2.00
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
199.
500.
199.
400.
006
920
0.95
0.40
1.00
0.35
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
126.
000.
126.
000.
007
1021
4.50
3.09
7.59
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.45
22.5
00.
4522
.50
0.00
Off
1122
4.67
1.57
3.15
3.09
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
2211
.00
0.21
10.6
50.
0010
1223
1.48
0.00
1.08
0.40
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
136.
500.
126.
200.
009
1324
3.75
0.00
2.18
1.57
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
189.
000.
188.
800.
0011
1425
1.62
1.99
2.13
1.49
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
189.
000.
178.
700.
008
15M
50.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
1627
2.60
0.00
1.65
0.95
Com
b6.
04.
000.
004.
002.
000.
032
2.00
0.02
00.
020
0.01
30.
168.
000.
157.
700.
0014
1726
1.21
1.60
1.76
1.05
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
168.
000.
167.
900.
0014
1828
2.05
1.76
2.20
1.60
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
189.
000.
188.
850.
0017
1929
0.60
0.00
0.60
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.09
4.50
0.09
4.50
0.00
Off
2030
2.77
1.29
2.30
1.76
Com
b6.
04.
000.
004.
002.
000.
033
2.00
0.02
00.
020
0.01
30.
199.
500.
189.
050.
0018
2131
0.80
0.00
0.80
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.11
5.50
0.11
5.50
0.00
Off
22M
60.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-15
Inle
t Rep
ort
Page
2
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
2336
4.43
0.00
4.43
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.33
16.5
00.
3316
.50
0.00
Off
2432
6.21
0.00
6.21
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.41
20.5
00.
4120
.50
0.00
Off
2533
1.66
0.00
1.66
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.17
8.50
0.17
8.50
0.00
Off
2634
4.76
0.00
4.76
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.35
17.5
00.
3517
.50
0.00
Off
2735
2.99
0.26
1.96
1.29
Com
b6.
04.
000.
004.
002.
000.
014
2.00
0.02
00.
020
0.01
30.
2010
.00
0.20
9.80
0.00
20
2837
1.12
0.00
0.86
0.26
Com
b6.
04.
000.
004.
002.
000.
014
2.00
0.02
00.
020
0.01
30.
147.
000.
136.
600.
0027
2938
0.63
0.00
0.63
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.09
4.50
0.09
4.50
0.00
Off
3039
6.49
0.00
6.49
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.42
21.0
00.
4221
.00
0.00
Off
3140
3.87
0.00
3.87
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.30
15.0
00.
3015
.00
0.00
Off
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-16
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#2
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
370
.00.
046.
836.
4911
.23
0.24
6.7
9.30
0.00
151.
0515
0.21
150.
080.
1348
0.19
4.96
62.3
810
TO
E3
0.55
7.00
2.45
62.3
814
9.05
147.
5048
2.21
17.0
121
3.8
0.00
0.47
0.38
145.
0514
3.50
1.55
Cir
21
Com
b0.
013
20.0
0.06
0.20
0.19
5.30
0.14
8.1
0.51
0.00
151.
0515
0.54
150.
510.
0318
0.15
2.32
4.11
11 T
O 1
00.
370.
900.
324.
1114
8.60
148.
5018
0.50
4.20
7.43
0.00
0.00
0.00
147.
1014
7.00
0.10
Cir
32
Com
b0.
013
27.0
0.14
0.14
0.13
5.00
0.30
8.2
0.32
0.00
151.
7515
0.61
150.
590.
0218
0.06
1.49
2.64
14 T
O 1
10.
530.
530.
192.
6414
9.00
148.
8018
0.74
5.11
9.04
0.00
0.00
0.00
147.
5014
7.30
0.20
Cir
41
Com
b0.
013
144.
00.
046.
596.
2610
.95
0.27
6.8
8.57
0.00
157.
1615
3.63
150.
213.
4136
2.37
8.82
57.8
915
TO
10
0.07
5.55
1.94
57.8
915
4.20
149.
0536
3.58
17.8
412
6.1
0.00
0.47
0.38
151.
2014
6.05
5.15
Cir
54
Com
b0.
013
20.0
0.18
6.55
6.22
10.9
20.
046.
88.
500.
0015
7.16
154.
2215
3.99
0.23
361.
169.
1557
.53
16 T
O 1
51.
265.
481.
9257
.53
154.
8015
4.40
362.
0013
.34
94.3
20.
000.
470.
3815
1.80
151.
400.
40C
ir
65
Com
b0.
013
142.
00.
066.
376.
0510
.64
0.28
6.8
7.90
0.00
163.
2116
0.14
154.
705.
4436
3.83
8.58
53.8
717
TO
16
0.01
4.22
1.48
53.8
716
0.80
155.
0036
4.08
19.0
713
4.8
0.00
0.47
0.38
157.
8015
2.00
5.80
Cir
76
Com
b0.
013
20.0
0.21
0.21
0.20
5.00
0.28
8.2
0.26
0.00
163.
2116
1.42
161.
410.
0118
0.04
1.18
2.09
18 T
O 1
70.
160.
160.
062.
0916
0.96
160.
8018
0.80
5.32
9.39
0.00
0.00
0.00
159.
4615
9.30
0.16
Cir
86
Com
b0.
013
154.
00.
136.
105.
8010
.34
0.30
6.9
7.58
0.00
168.
6416
4.40
160.
583.
8236
2.48
8.51
52.1
819
TO
17
0.70
4.05
1.42
52.1
816
5.10
161.
0036
2.66
15.4
010
8.8
0.00
0.47
0.38
162.
1015
8.00
4.10
Cir
98
Com
b0.
013
20.0
0.07
5.97
5.67
10.3
00.
046.
97.
220.
0016
8.64
165.
5216
4.88
0.63
363.
178.
1949
.73
20 T
O 1
90.
143.
351.
1749
.73
165.
5016
5.30
361.
009.
4466
.69
0.00
0.47
0.38
162.
5016
2.30
0.20
Cir
109
Com
b0.
013
44.0
0.52
1.08
1.03
5.45
0.14
8.1
1.12
0.00
168.
5616
7.02
166.
690.
3318
0.74
5.11
9.03
21 T
O 2
00.
150.
260.
099.
0316
5.76
165.
3018
1.05
6.08
10.7
40.
000.
000.
0016
4.26
163.
800.
46C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#2V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-17
FL-D
OT
Rep
ort
Page
2
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#2
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1110
Com
b0.
013
98.0
0.56
0.56
0.53
5.00
0.45
8.2
0.57
0.00
172.
0016
8.82
167.
321.
5118
1.54
3.67
4.67
22 T
O 2
10.
110.
110.
044.
6716
9.50
165.
9618
3.61
11.2
919
.96
0.00
0.00
0.00
168.
0016
4.46
3.54
Cir
129
Com
b0.
013
185.
00.
184.
824.
589.
950.
357.
05.
980.
0017
4.71
170.
9716
6.69
4.27
302.
318.
8541
.66
23 T
O 2
00.
032.
951.
0341
.66
171.
3016
5.50
303.
1414
.79
72.6
20.
000.
470.
3816
8.80
163.
005.
80C
ir
1312
Com
b0.
013
50.0
0.46
0.46
0.44
5.00
0.26
8.2
0.46
0.00
176.
0017
2.74
172.
220.
5218
1.04
3.22
3.75
24 T
O 2
30.
060.
060.
023.
7517
3.50
171.
3018
4.40
12.4
622
.03
0.00
0.00
0.00
172.
0016
9.80
2.20
Cir
1412
Com
b0.
013
33.0
0.12
4.18
3.97
9.88
0.07
7.0
5.35
0.00
174.
5617
1.80
171.
390.
4130
1.25
8.20
37.2
925
TO
23
0.19
2.86
1.00
37.2
917
2.26
171.
5030
2.30
12.6
862
.24
0.02
0.47
0.38
169.
7616
9.00
0.76
Cir
1514
MH
0.01
385
.00.
004.
063.
869.
710.
177.
05.
150.
0017
7.37
174.
6817
2.13
2.54
302.
998.
2536
.10
M5
TO 2
50.
002.
670.
9336
.10
175.
1717
2.46
303.
1914
.92
73.2
30.
000.
450.
3617
2.67
169.
962.
71C
ir
1615
Com
b0.
013
28.0
0.16
0.16
0.15
5.00
0.32
8.2
0.32
0.00
178.
0017
5.80
175.
780.
0218
0.06
1.47
2.60
27 T
O M
50.
270.
270.
092.
6017
5.50
175.
1718
1.18
6.45
11.4
00.
090.
090.
0717
4.00
173.
670.
33C
ir
1715
Com
b0.
013
44.0
0.06
3.90
3.71
9.62
0.09
7.0
4.83
0.00
178.
8017
6.05
175.
070.
9830
2.23
7.85
33.9
726
TO
M5
0.10
2.40
0.84
33.9
717
6.60
175.
3730
2.80
13.9
768
.57
0.07
0.36
0.29
174.
1017
2.87
1.23
Cir
1817
Com
b0.
013
110.
00.
063.
843.
659.
390.
237.
14.
680.
0018
2.19
179.
4117
6.40
3.01
302.
747.
8533
.17
28 T
O 2
60.
352.
300.
8033
.17
179.
9917
6.80
302.
9014
.23
69.8
40.
090.
290.
2317
7.49
174.
303.
19C
ir
1918
Com
b0.
013
84.0
0.00
0.00
0.00
5.00
1.01
8.2
0.07
0.00
192.
1018
5.30
180.
454.
8418
5.77
1.39
0.60
29 T
O 2
80.
210.
210.
070.
6018
6.50
179.
9918
7.75
16.5
429
.23
0.00
0.00
0.00
185.
0017
8.49
6.51
Cir
2018
Com
b0.
013
110.
00.
223.
783.
599.
140.
257.
14.
360.
0018
5.57
182.
7317
9.83
2.90
302.
647.
4431
.11
30 T
O 2
80.
191.
740.
6131
.11
183.
3718
0.19
302.
8914
.21
69.7
30.
080.
200.
1618
0.87
177.
693.
18C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#2V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-18
FL-D
OT
Rep
ort
Page
3
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#2
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
2120
Com
b0.
013
100.
00.
000.
000.
005.
001.
078.
20.
100.
0019
2.10
188.
3418
3.71
4.63
184.
631.
550.
8031
TO
30
0.28
0.28
0.10
0.80
189.
5018
3.37
186.
1314
.71
26.0
00.
000.
000.
0018
8.00
181.
876.
13C
ir
2220
MH
0.01
399
.00.
003.
563.
388.
900.
247.
23.
920.
0018
8.55
184.
6418
3.20
1.44
301.
456.
9528
.21
M6
TO 3
00.
001.
270.
4428
.21
185.
3618
3.57
301.
8111
.23
55.1
50.
000.
120.
1018
2.86
181.
071.
79C
ir
2322
Com
b0.
013
69.0
0.55
0.55
0.52
5.00
0.32
8.2
0.54
0.00
188.
7418
5.80
185.
430.
3818
0.54
3.55
4.43
36 T
O M
60.
050.
050.
024.
4318
6.50
185.
3618
1.65
7.64
13.5
00.
000.
000.
0018
5.00
183.
861.
14C
ir
2422
Com
b0.
013
47.0
0.58
3.01
2.86
8.78
0.12
7.2
3.38
0.00
189.
6318
5.48
185.
140.
3430
0.71
6.32
24.4
232
TO
M6
0.31
1.22
0.43
24.4
218
5.91
185.
5630
0.74
7.21
35.3
90.
120.
120.
1018
3.41
183.
060.
35C
ir
2524
Com
b0.
013
158.
00.
210.
210.
205.
001.
248.
20.
200.
0019
3.79
188.
4918
6.25
2.25
181.
422.
121.
6633
TO
32
0.01
0.01
0.00
1.66
189.
5018
5.91
182.
278.
9615
.83
0.00
0.00
0.00
188.
0018
4.41
3.59
Cir
2624
Com
b0.
013
54.0
0.56
2.22
2.11
8.62
0.16
7.3
2.42
0.00
190.
0318
6.57
186.
250.
3324
0.60
5.60
17.5
834
TO
32
0.14
0.90
0.32
17.5
818
6.30
185.
9124
0.72
6.12
19.2
20.
000.
000.
0018
4.30
183.
910.
39C
ir
2726
Com
b0.
013
35.0
0.32
1.66
1.58
8.48
0.14
7.3
1.84
0.00
189.
5318
6.90
186.
780.
1224
0.35
4.27
13.4
335
TO
34
0.18
0.76
0.27
13.4
318
6.78
186.
5024
0.80
6.44
20.2
30.
000.
000.
0018
4.78
184.
500.
28C
ir
2827
Com
b0.
013
153.
00.
091.
341.
278.
090.
397.
41.
480.
0019
1.73
188.
8118
6.90
1.91
181.
256.
5210
.90
37 T
O 3
50.
150.
580.
2010
.90
189.
0518
6.78
181.
487.
2412
.79
0.00
0.00
0.00
187.
5518
5.28
2.27
Cir
2928
Com
b0.
013
67.0
0.04
0.04
0.04
5.00
3.09
8.2
0.08
0.00
191.
6518
9.54
189.
540.
0018
0.00
0.36
0.63
38 T
O 3
70.
110.
110.
040.
6318
9.65
189.
2518
0.60
4.59
8.11
0.00
0.00
0.00
188.
1518
7.75
0.40
Cir
3028
Com
b0.
013
34.0
0.79
1.21
1.15
5.54
0.09
8.0
1.26
0.00
192.
2518
9.77
189.
030.
7418
2.16
6.47
10.1
739
TO
37
0.11
0.32
0.11
10.1
719
0.05
189.
2518
2.35
9.12
16.1
10.
000.
000.
0018
8.55
187.
750.
80C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#2V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-19
FL-D
OT
Rep
ort
Page
4
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#2
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
3130
Com
b0.
013
106.
00.
420.
420.
405.
000.
548.
20.
470.
0019
5.34
190.
7519
0.37
0.38
180.
363.
283.
8740
TO
39
0.21
0.21
0.07
3.87
191.
5019
0.25
181.
186.
4511
.40
0.00
0.00
0.00
190.
0018
8.75
1.25
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#2V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-20
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
148
62.3
814
3.50
150.
084.
0012
.56
4.96
0.38
150.
460.
189
70.0
145.
0515
0.21
4.00
12.5
74.
960.
3815
0.60
0.18
90.
189
0.13
20.
000.
00
218
4.11
147.
0015
0.51
1.50
1.77
2.32
0.08
150.
600.
153
20.0
147.
1015
0.54
1.50
1.77
2.32
0.08
150.
630.
153
0.15
30.
031
0.00
0.00
318
2.64
147.
3015
0.59
1.50
1.77
1.49
0.03
150.
630.
063
27.0
147.
5015
0.61
1.50
1.77
1.49
0.03
150.
640.
063
0.06
30.
017
0.00
0.00
436
57.8
914
6.05
150.
213.
007.
078.
191.
0415
1.26
0.75
414
415
1.20
153.
632.
43**
6.12
9.46
1.39
155.
020.
773
0.76
3n/
a0.
00n/
a
536
57.5
315
1.40
153.
992.
596.
488.
881.
2315
5.21
0.68
720
.015
1.80
154.
222.
42**
6.10
9.42
1.38
155.
600.
768
0.72
7n/
a0.
00n/
a
636
53.8
715
2.00
154.
702.
706.
698.
051.
0115
5.70
0.57
514
215
7.80
160.
142.
34**
5.91
9.11
1.29
161.
430.
719
0.64
7n/
a0.
000.
00
718
2.09
159.
3016
1.41
1.50
1.77
1.18
0.02
161.
430.
040
20.0
159.
4616
1.42
1.50
1.77
1.18
0.02
161.
440.
040
0.04
00.
008
0.00
0.00
836
52.1
815
8.00
160.
582.
586.
478.
061.
0116
1.59
0.56
615
416
2.10
164.
402.
30**
5.82
8.96
1.25
165.
650.
699
0.63
3n/
a0.
000.
00
936
49.7
316
2.30
164.
882.
586.
477.
680.
9216
5.80
n/a
20.0
162.
5016
5.52
i2.
265.
718.
701.
1816
6.69
in/
an/
a-0
.284
0.00
n/a
1018
9.03
163.
8016
6.69
1.50
1.77
5.11
0.41
167.
100.
739
44.0
164.
2616
7.02
1.50
1.77
5.11
0.41
167.
420.
739
0.73
90.
325
0.00
0.00
1118
4.67
164.
4616
7.32
1.50
1.77
2.64
0.11
167.
420.
198
98.0
168.
0016
8.82
j0.
82**
1.00
4.69
0.34
169.
170.
577
0.38
7n/
a0.
000.
00
1230
41.6
616
3.00
166.
692.
504.
528.
491.
1216
7.81
1.03
218
516
8.80
170.
972.
17**
4.52
9.21
1.32
172.
290.
945
0.98
9n/
a0.
000.
00
1318
3.75
169.
8017
2.22
1.50
1.77
2.12
0.07
172.
290.
128
50.0
172.
0017
2.74
j0.
74**
0.87
4.32
0.29
173.
030.
536
0.33
2n/
a0.
00n/
a
1430
37.2
916
9.00
171.
392.
394.
837.
720.
9317
2.32
0.71
833
.016
9.76
171.
80 j
2.04
**4.
298.
691.
1717
2.98
0.83
30.
775
n/a
0.00
n/a
1530
36.1
016
9.96
172.
132.
174.
537.
960.
9917
3.12
0.70
785
.017
2.67
174.
68 j
2.01
**4.
238.
541.
1317
5.81
0.80
40.
756
n/a
0.00
0.00
1618
2.60
173.
6717
5.78
1.50
1.77
1.47
0.03
175.
810.
061
28.0
174.
0017
5.80
1.50
1.77
1.47
0.03
175.
830.
061
0.06
10.
017
0.00
0.00
1730
33.9
717
2.87
175.
072.
204.
577.
430.
8617
5.93
0.61
844
.017
4.10
176.
05 j
1.95
**4.
108.
281.
0717
7.11
0.75
80.
688
n/a
0.00
0.00
1830
33.1
717
4.30
176.
402.
104.
417.
530.
8817
7.28
0.62
611
017
7.49
179.
41 j
1.92
**4.
068.
181.
0418
0.45
0.74
10.
684
n/a
0.00
n/a
1918
0.60
178.
4918
0.45
1.50
1.77
0.34
0.00
180.
450.
003
84.0
185.
0018
5.30
j0.
30**
0.25
2.44
0.09
185.
390.
452
0.22
8n/
a0.
000.
00
2030
31.1
117
7.69
179.
832.
144.
476.
950.
7518
0.58
0.53
611
018
0.87
182.
73 j
1.86
**3.
937.
930.
9818
3.71
0.70
10.
619
n/a
0.00
0.00
2118
0.80
181.
8718
3.71
1.50
1.77
0.45
0.00
183.
710.
006
100
188.
0018
8.34
j0.
34**
0.30
2.65
0.11
188.
450.
450
0.22
8n/
a0.
000.
00
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
Not
es: ;
**
Crit
ical
dep
th.;
j-Lin
e co
ntai
ns h
yd. j
ump.
; i-In
let c
ontro
l.
Hyd
raflo
w S
torm
Sew
ers
20052-21
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 2
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
2230
28.2
118
1.07
183.
202.
134.
456.
340.
6218
3.82
0.44
599
.018
2.86
184.
64 j
1.78
**3.
737.
570.
8918
5.53
0.65
00.
548
n/a
0.00
0.00
2318
4.43
183.
8618
5.43
1.50
1.77
2.51
0.10
185.
530.
178
69.0
185.
0018
5.80
j0.
80**
0.96
4.60
0.33
186.
130.
566
0.37
2n/
a0.
000.
00
2430
24.4
218
3.06
185.
142.
084.
375.
590.
4918
5.63
n/a
47.0
183.
4118
5.48
i1.
663.
477.
040.
7718
6.25
in/
an/
a-0
.151
0.00
n/a
2518
1.66
184.
4118
6.25
1.50
1.77
0.94
0.01
186.
260.
025
158
188.
0018
8.49
j0.
49**
0.50
3.29
0.17
188.
660.
463
0.24
4n/
a0.
000.
00
2624
17.5
818
3.91
186.
252.
003.
145.
600.
4918
6.73
0.60
554
.018
4.30
186.
572.
003.
145.
600.
4918
7.06
0.60
40.
604
0.32
60.
000.
00
2724
13.4
318
4.50
186.
782.
003.
144.
270.
2818
7.06
0.35
235
.018
4.78
186.
902.
003.
144.
270.
2818
7.18
0.35
20.
352
0.12
30.
000.
00
2818
10.9
018
5.28
186.
901.
501.
776.
170.
5918
7.49
1.07
815
318
7.55
188.
81 j
1.26
**1.
586.
880.
7418
9.55
1.03
31.
056
n/a
0.00
n/a
2918
0.63
187.
7518
9.54
1.50
1.77
0.35
0.00
189.
540.
004
67.0
188.
1518
9.54
1.39
1.71
0.37
0.00
189.
540.
003
0.00
30.
002
0.00
0.00
3018
10.1
718
7.75
189.
031.
281.
616.
330.
6218
9.65
0.87
734
.018
8.55
189.
77 j
1.22
**1.
546.
620.
6819
0.45
0.95
50.
916
n/a
0.00
0.00
3118
3.87
188.
7519
0.37
1.50
1.77
2.19
0.07
190.
450.
136
106
190.
0019
0.75
j0.
75**
0.89
4.37
0.30
191.
050.
541
0.33
9n/
a0.
000.
00
Pro
ject
File
: S
WM
#2V-
2.st
mN
umbe
r of l
ines
: 31
Run
Dat
e: 0
2-10
-201
5
Not
es: ;
**
Crit
ical
dep
th.;
j-Lin
e co
ntai
ns h
yd. j
ump.
; i-In
let c
ontro
l.
Hyd
raflo
w S
torm
Sew
ers
20052-22
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#3.s
tmN
o. L
ines
: 502
-10-
2015
Hyd
raflo
w S
torm
Sew
ers
2005
2-23
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd62
.049
.5C
omb
0.00
0.82
0.89
5.0
160.
002.
7616
1.71
24C
ir0.
013
0.00
166.
4641
TO
E5
21
24.0
36.3
Com
b0.
000.
550.
915.
016
2.21
2.46
162.
8018
Cir
0.01
30.
0016
6.66
42 T
O 4
1
32
54.0
-40.
6C
omb
0.00
0.92
0.88
5.0
163.
000.
9316
3.50
18C
ir0.
013
0.00
167.
2343
TO
42
41
68.0
-94.
5C
omb
0.00
0.47
0.87
5.0
162.
212.
3416
3.80
18C
ir0.
013
0.00
167.
6244
TO
41
54
125.
00.
5C
omb
0.00
0.23
0.90
5.0
164.
000.
8016
5.00
18C
ir0.
013
0.00
168.
9245
TO
44
Pro
ject
File
: S
WM
#3.s
tmN
umbe
r of l
ines
: 5D
ate:
02-
10-2
015
Hyd
raflo
w S
torm
Sew
ers
20052-24
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 41 TO E5 20.87 24 c 62.0 160.00 161.71 2.758 163.02 163.33 0.00 163.33 End
2 42 TO 41 10.65 18 c 24.0 162.21 162.80 2.458 163.68 164.05 n/a 164.05 j 1
3 43 TO 42 6.64 18 c 54.0 163.00 163.50 0.926 164.54 164.58 n/a 164.89 i 2
4 44 TO 41 4.89 18 c 68.0 162.21 163.80 2.338 164.12 164.64 n/a 164.64 j 1
5 45 TO 44 1.70 18 c 125.0 164.00 165.00 0.800 164.98 165.50 n/a 165.50 j 4
Project File: SWM#3.stm Number of lines: 5 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-25
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd62
.00.
822.
990.
890.
732.
665.
06.
27.
920
.87
37.5
67.
1524
2.76
161.
7116
0.00
163.
3316
3.02
166.
4616
2.50
41 T
O E
5
21
24.0
0.55
1.47
0.91
0.50
1.31
5.0
5.2
8.1
10.6
516
.46
6.43
182.
4616
2.80
162.
2116
4.05
163.
6816
6.66
166.
4642
TO
41
32
54.0
0.92
0.92
0.88
0.81
0.81
5.0
5.0
8.2
6.64
10.1
04.
1018
0.93
163.
5016
3.00
164.
5816
4.54
167.
2316
6.66
43 T
O 4
2
41
68.0
0.47
0.70
0.87
0.41
0.62
5.0
5.9
7.9
4.89
16.0
63.
7718
2.34
163.
8016
2.21
164.
6416
4.12
167.
6216
6.46
44 T
O 4
1
54
125.
00.
230.
230.
900.
210.
215.
05.
08.
21.
709.
392.
3518
0.80
165.
0016
4.00
165.
5016
4.98
168.
9216
7.62
45 T
O 4
4
Pro
ject
File
: S
WM
#3.s
tmN
umbe
r of l
ines
: 5R
un D
ate:
02-
10-2
015
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-26
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
15.
981.
347.
320.
00C
omb
6.0
4.00
2.00
4.00
2.00
Sag
2.00
0.02
00.
020
0.01
30.
4522
.50
0.45
22.5
00.
00O
ff
24.
103.
277.
370.
00C
omb
6.0
4.00
2.00
4.00
2.00
Sag
2.00
0.02
00.
020
0.01
30.
4522
.50
0.45
22.5
00.
00O
ff
36.
640.
003.
373.
27C
omb
6.0
4.00
0.00
4.00
2.00
0.01
02.
000.
020
0.02
00.
013
0.28
14.0
00.
2713
.60
0.00
2
43.
350.
002.
011.
34C
omb
6.0
4.00
0.00
4.00
2.00
0.01
32.
000.
020
0.02
00.
013
0.21
10.5
00.
2010
.05
0.00
1
51.
700.
001.
700.
00C
omb
6.0
4.00
2.00
4.00
2.00
Sag
2.00
0.02
00.
020
0.01
30.
189.
000.
189.
000.
00O
ff
Pro
ject
File
: S
WM
#3.s
tmN
umbe
r of l
ines
: 5R
un D
ate:
02-
10-2
015
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-27
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#3
.stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
362
.00.
742.
692.
566.
190.
147.
92.
660.
0016
6.46
163.
3316
3.02
0.31
240.
507.
1520
.87
41 T
O E
50.
080.
300.
1120
.87
163.
7116
2.00
242.
7611
.96
37.5
60.
000.
000.
0016
1.71
160.
001.
71C
ir
21
Com
b0.
013
24.0
0.51
1.33
1.26
5.22
0.06
8.1
1.31
0.00
166.
6616
4.05
163.
680.
3718
1.54
6.43
10.6
542
TO
41
0.04
0.14
0.05
10.6
516
4.30
163.
7118
2.46
9.32
16.4
60.
000.
000.
0016
2.80
162.
210.
59C
ir
32
Com
b0.
013
54.0
0.82
0.82
0.78
5.00
0.22
8.2
0.81
0.00
167.
2316
4.58
164.
540.
0418
0.07
4.10
6.64
43 T
O 4
20.
100.
100.
046.
6416
5.00
164.
5018
0.93
5.72
10.1
00.
000.
000.
0016
3.50
163.
000.
50C
ir
41
Com
b0.
013
68.0
0.41
0.62
0.59
5.89
0.30
7.9
0.62
0.00
167.
6216
4.64
164.
120.
5218
0.77
3.77
4.89
44 T
O 4
10.
060.
080.
034.
8916
5.30
163.
7118
2.34
9.09
16.0
60.
000.
000.
0016
3.80
162.
211.
59C
ir
54
Com
b0.
013
125.
00.
210.
210.
205.
000.
898.
20.
210.
0016
8.92
165.
5016
4.98
0.51
180.
412.
351.
7045
TO
44
0.02
0.02
0.01
1.70
166.
5016
5.50
180.
805.
329.
390.
000.
000.
0016
5.00
164.
001.
00C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#3.s
tm
Hyd
raflo
w S
torm
Sew
ers
20052-28
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
124
20.8
716
0.00
163.
022.
003.
146.
650.
6916
3.71
0.85
262
.016
1.71
163.
331.
62**
2.73
7.65
0.91
164.
240.
868
0.86
00.
533
0.00
0.00
218
10.6
516
2.21
163.
681.
471.
766.
060.
5716
4.25
0.91
724
.016
2.80
164.
05 j
1.25
**1.
576.
790.
7216
4.76
1.00
60.
961
n/a
0.00
n/a
318
6.64
163.
0016
4.54
1.50
1.77
3.76
0.22
164.
76n/
a54
.016
3.50
164.
58i
1.18
1.49
4.45
0.31
164.
89i
n/a
n/a
-0.1
800.
00n/
a
418
4.89
162.
2116
4.12
1.50
1.77
2.77
0.12
164.
240.
217
68.0
163.
8016
4.64
j0.
84**
1.02
4.77
0.35
165.
000.
587
0.40
2n/
a0.
00n/
a
518
1.70
164.
0016
4.98
0.98
1.23
1.38
0.03
165.
010.
044
125
165.
0016
5.50
j0.
50**
0.51
3.32
0.17
165.
670.
464
0.25
4n/
a0.
000.
00
Pro
ject
File
: S
WM
#3.s
tmN
umbe
r of l
ines
: 5R
un D
ate:
02-
10-2
015
Not
es: ;
**
Crit
ical
dep
th.;
j-Lin
e co
ntai
ns h
yd. j
ump.
; i-In
let c
ontro
l.
Hyd
raflo
w S
torm
Sew
ers
20052-29
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#4.s
tmN
o. L
ines
: 28
02-1
0-20
15
Hyd
raflo
w S
torm
Sew
ers
2005
2-30
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd45
.043
.3M
H0.
000.
000.
005.
015
3.00
5.56
155.
5036
Cir
0.01
30.
0016
5.00
M7
TO E
6
21
15.0
0.0
Com
b0.
000.
940.
615.
015
6.00
2.00
156.
3030
Cir
0.01
30.
0016
5.08
46A
TO M
7
32
58.0
87.4
Com
b0.
000.
470.
865.
015
6.50
2.24
157.
8030
Cir
0.01
30.
0016
4.55
46 T
O 4
6A
43
42.0
2.1
Com
b0.
001.
780.
895.
015
8.00
2.62
159.
1030
Cir
0.01
30.
0016
4.00
47 T
O 4
6
54
18.0
-2.4
Com
b0.
000.
860.
875.
015
9.30
2.22
159.
7030
Cir
0.01
30.
0016
4.46
48 T
O 4
7
65
186.
01.
3C
omb
0.00
0.06
0.85
5.0
160.
702.
5816
5.50
18C
ir0.
013
0.00
169.
0349
TO
48
75
219.
0-6
3.1
Com
b0.
000.
750.
865.
015
9.90
3.38
167.
3030
Cir
0.01
30.
0017
2.00
50 T
O 4
8
87
210.
0-2
5.6
Com
b0.
000.
640.
865.
016
7.50
3.10
174.
0230
Cir
0.01
30.
0018
0.07
51 T
O 5
0
98
53.0
-103
.0C
omb
0.00
0.64
0.79
5.0
175.
021.
2317
5.67
18C
ir0.
013
0.00
179.
3752
TO
51
109
64.0
13.2
Com
b0.
000.
420.
855.
017
5.87
1.77
177.
0018
Cir
0.01
30.
0018
0.65
53 T
O 5
2
118
105.
0-0
.2C
omb
0.00
0.45
0.50
5.0
174.
226.
1518
0.68
30C
ir0.
013
0.00
185.
6354
TO
51
1211
209.
0-2
4.3
Com
b0.
000.
110.
845.
018
0.88
2.83
186.
8030
Cir
0.01
30.
0019
6.60
55 T
O 5
4
1312
46.0
38.7
Com
b0.
000.
140.
615.
018
7.00
0.87
187.
4030
Cir
0.01
30.
0019
6.60
56 T
O 5
5
1413
132.
0-6
7.8
Com
b0.
000.
120.
605.
018
7.90
0.76
188.
9024
Cir
0.01
30.
0020
0.31
57 T
O 5
6
1514
46.0
-68.
8C
omb
0.00
0.54
0.46
5.0
189.
100.
8718
9.50
24C
ir0.
013
0.00
200.
3158
TO
57
1615
279.
023
.6C
omb
0.00
2.76
0.43
5.0
190.
000.
7219
2.00
18C
ir0.
013
0.00
195.
5059
TO
58
1714
132.
039
.5C
omb
0.00
0.16
0.69
5.0
189.
406.
5919
8.10
18C
ir0.
013
0.00
202.
1260
TO
57
1817
46.0
-74.
7C
omb
0.00
0.65
0.42
5.0
198.
300.
7019
8.62
18C
ir0.
013
0.00
202.
1261
TO
60
1917
136.
013
.7C
omb
0.00
0.19
0.60
5.0
198.
303.
4220
2.95
18C
ir0.
013
0.00
207.
0962
TO
60
2019
46.0
-81.
2C
omb
0.00
1.05
0.39
5.0
203.
150.
7620
3.50
18C
ir0.
013
0.00
207.
0963
TO
62
21E
nd27
8.0
-12.
4C
omb
0.00
4.00
0.42
5.0
153.
003.
9916
4.10
36C
ir0.
013
0.00
169.
3064
TO
E7
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-31
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 2
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
2221
132.
079
.6C
omb
0.00
0.21
0.86
5.0
164.
301.
6716
6.50
36C
ir0.
013
0.00
172.
7265
TO
64
2322
92.0
-87.
9M
H0.
000.
000.
005.
016
8.00
2.88
170.
6518
Cir
0.01
30.
0017
4.60
M8
TO 6
5
2423
22.0
68.4
Com
b0.
000.
360.
425.
017
0.85
2.95
171.
5018
Cir
0.01
30.
0017
5.10
66 T
O M
8
2522
72.0
21.0
Com
b0.
000.
210.
845.
016
7.00
2.50
168.
8024
Cir
0.01
30.
0017
3.00
67 T
O 6
5
2625
81.0
-42.
4C
omb
0.00
2.19
0.60
5.0
169.
001.
8517
0.50
24C
ir0.
013
0.00
174.
5068
TO
67
2726
91.0
-31.
9C
omb
0.00
1.04
0.78
5.0
171.
002.
2017
3.00
18C
ir0.
013
0.00
176.
7369
TO
68
2826
101.
051
.8C
omb
0.00
0.75
0.74
5.0
171.
002.
9717
4.00
18C
ir0.
013
0.00
177.
5070
TO
68
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-32
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 M7 TO E6 45.96 36 c 45.0 153.00 155.50 5.556 160.41* 160.62* 0.00 160.62 End
2 46A TO M7 45.98 30 c 15.0 156.00 156.30 2.000 160.62* 159.74* n/a 161.10 i 1
3 46 TO 46A 42.87 30 c 58.0 156.50 157.80 2.241 161.10* 160.95* n/a 162.13 i 2
4 47 TO 46 40.67 30 c 42.0 158.00 159.10 2.619 162.13* 162.06* n/a 163.13 i 3
5 48 TO 47 31.82 30 c 18.0 159.30 159.70 2.222 163.13* 163.24* 0.00 163.24 4
6 49 TO 48 0.42 18 c 186.0 160.70 165.50 2.581 163.89 165.75 n/a 165.75 j 5
7 50 TO 48 35.95 30 c 219.0 159.90 167.30 3.379 163.24 169.30 n/a 169.30 j 5
8 51 TO 50 31.68 30 c 210.0 167.50 174.02 3.105 169.79 175.90 n/a 175.90 j 7
9 52 TO 51 6.98 18 c 53.0 175.02 175.67 1.226 176.65 176.85 n/a 177.24 i 8
10 53 TO 52 2.93 18 c 64.0 175.87 177.00 1.766 177.24 177.65 n/a 177.65 j 9
11 54 TO 51 21.32 30 c 105.0 174.22 180.68 6.152 176.60 182.22 n/a 182.22 j 8
12 55 TO 54 20.00 30 c 209.0 180.88 186.80 2.833 182.66 188.29 n/a 188.29 j 11
13 56 TO 55 19.37 30 c 46.0 187.00 187.40 0.870 188.72 188.87 n/a 188.87 12
14 57 TO 56 18.91 24 c 132.0 187.90 188.90 0.758 189.48* 190.96* n/a 191.75 i 13
15 58 TO 57 11.42 24 c 46.0 189.10 189.50 0.870 191.75* 191.87* 0.00 191.87 14
16 59 TO 58 9.73 18 c 279.0 190.00 192.00 0.717 191.87* 194.27* 0.00 194.27 15
17 60 TO 57 7.22 18 c 132.0 189.40 198.10 6.591 191.75 199.13 n/a 199.13 j 14
18 61 TO 60 2.24 18 c 46.0 198.30 198.62 0.696 199.55 199.55 0.00 199.55 17
19 62 TO 60 4.26 18 c 136.0 198.30 202.95 3.419 199.52 203.74 n/a 203.74 j 17
20 63 TO 62 3.36 18 c 46.0 203.15 203.50 0.761 204.00 204.20 n/a 204.20 j 19
21 64 TO E7 38.21 36 c 278.0 153.00 164.10 3.993 160.41 166.07 n/a 166.07 j End
22 65 TO 64 25.39 36 c 132.0 164.30 166.50 1.667 166.81 168.11 n/a 168.11 j 21
23 M8 TO 65 1.23 18 c 92.0 168.00 170.65 2.880 168.77 171.07 n/a 171.07 j 22
24 66 TO M8 1.24 18 c 22.0 170.85 171.50 2.955 171.21 171.92 n/a 171.92 j 23
25 67 TO 65 22.87 24 c 72.0 167.00 168.80 2.500 168.16* 171.12* n/a 171.94 i 22
26 68 TO 67 21.60 24 c 81.0 169.00 170.50 1.852 171.94* 172.68* n/a 173.41 i 25
27 69 TO 68 6.65 18 c 91.0 171.00 173.00 2.198 173.41 173.98 n/a 173.98 j 26
28 70 TO 68 4.55 18 c 101.0 171.00 174.00 2.970 173.41 174.81 n/a 174.81 j 26
Project File: SWM#4.stm Number of lines: 28 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-33
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd45
.00.
0012
.73
0.00
0.00
8.24
5.0
18.3
5.6
45.9
615
7.2
6.50
365.
5615
5.50
153.
0016
0.62
160.
4116
5.00
156.
50M
7 TO
E6
21
15.0
0.94
12.7
30.
610.
578.
245.
018
.35.
645
.98
58.0
09.
3730
2.00
156.
3015
6.00
159.
7416
0.62
165.
0816
5.00
46A
TO M
7
32
58.0
0.47
11.7
90.
860.
407.
665.
018
.25.
642
.87
61.4
08.
7330
2.24
157.
8015
6.50
160.
9516
1.10
164.
5516
5.08
46 T
O 4
6A
43
42.0
1.78
11.3
20.
891.
587.
265.
018
.15.
640
.67
66.3
78.
2930
2.62
159.
1015
8.00
162.
0616
2.13
164.
0016
4.55
47 T
O 4
6
54
18.0
0.86
9.54
0.87
0.75
5.67
5.0
18.1
5.6
31.8
261
.14
6.48
302.
2215
9.70
159.
3016
3.24
163.
1316
4.46
164.
0048
TO
47
65
186.
00.
060.
060.
850.
050.
055.
05.
08.
20.
4216
.87
1.22
182.
5816
5.50
160.
7016
5.75
163.
8916
9.03
164.
4649
TO
48
75
219.
00.
758.
620.
860.
654.
875.
08.
17.
435
.95
75.3
97.
9230
3.38
167.
3015
9.90
169.
3016
3.24
172.
0016
4.46
50 T
O 4
8
87
210.
00.
647.
870.
860.
554.
235.
07.
67.
531
.68
72.2
67.
3630
3.10
174.
0216
7.50
175.
9016
9.79
180.
0717
2.00
51 T
O 5
0
98
53.0
0.64
1.06
0.79
0.51
0.86
5.0
5.4
8.1
6.98
11.6
34.
4918
1.23
175.
6717
5.02
176.
8517
6.65
179.
3718
0.07
52 T
O 5
1
109
64.0
0.42
0.42
0.85
0.36
0.36
5.0
5.0
8.2
2.93
13.9
52.
8418
1.77
177.
0017
5.87
177.
6517
7.24
180.
6517
9.37
53 T
O 5
2
118
105.
00.
456.
170.
500.
232.
825.
07.
37.
621
.32
101.
75.
5630
6.15
180.
6817
4.22
182.
2217
6.60
185.
6318
0.07
54 T
O 5
1
1211
209.
00.
115.
720.
840.
092.
595.
06.
77.
720
.00
69.0
25.
9430
2.83
186.
8018
0.88
188.
2918
2.66
196.
6018
5.63
55 T
O 5
4
1312
46.0
0.14
5.61
0.61
0.09
2.50
5.0
6.6
7.8
19.3
738
.24
5.92
300.
8718
7.40
187.
0018
8.87
188.
7219
6.60
196.
6056
TO
55
1413
132.
00.
125.
470.
600.
072.
415.
06.
37.
818
.91
19.6
97.
1424
0.76
188.
9018
7.90
190.
9618
9.48
200.
3119
6.60
57 T
O 5
6
1514
46.0
0.54
3.30
0.46
0.25
1.44
5.0
5.8
8.0
11.4
221
.09
3.63
240.
8718
9.50
189.
1019
1.87
191.
7520
0.31
200.
3158
TO
57
1615
279.
02.
762.
760.
431.
191.
195.
05.
08.
29.
738.
895.
5118
0.72
192.
0019
0.00
194.
2719
1.87
195.
5020
0.31
59 T
O 5
8
1714
132.
00.
162.
050.
690.
110.
915.
05.
88.
07.
2226
.96
4.85
186.
5919
8.10
189.
4019
9.13
191.
7520
2.12
200.
3160
TO
57
1817
46.0
0.65
0.65
0.42
0.27
0.27
5.0
5.0
8.2
2.24
8.76
1.68
180.
7019
8.62
198.
3019
9.55
199.
5520
2.12
202.
1261
TO
60
1917
136.
00.
191.
240.
600.
110.
525.
05.
28.
14.
2619
.42
3.64
183.
4220
2.95
198.
3020
3.74
199.
5220
7.09
202.
1262
TO
60
2019
46.0
1.05
1.05
0.39
0.41
0.41
5.0
5.0
8.2
3.36
9.16
3.70
180.
7620
3.50
203.
1520
4.20
204.
0020
7.09
207.
0963
TO
62
21E
nd27
8.0
4.00
8.76
0.42
1.68
4.87
5.0
6.2
7.8
38.2
113
3.3
6.59
363.
9916
4.10
153.
0016
6.07
160.
4116
9.30
156.
5064
TO
E7
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-34
Stor
m S
ewer
Tab
ulat
ion
Page
2
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
2221
132.
00.
214.
760.
860.
183.
195.
05.
88.
025
.39
86.1
05.
3136
1.67
166.
5016
4.30
168.
1116
6.81
172.
7216
9.30
65 T
O 6
4
2322
92.0
0.00
0.36
0.00
0.00
0.15
5.0
5.1
8.2
1.23
17.8
22.
1718
2.88
170.
6516
8.00
171.
0716
8.77
174.
6017
2.72
M8
TO 6
5
2423
22.0
0.36
0.36
0.42
0.15
0.15
5.0
5.0
8.2
1.24
18.0
53.
4318
2.95
171.
5017
0.85
171.
9217
1.21
175.
1017
4.60
66 T
O M
8
2522
72.0
0.21
4.19
0.84
0.18
2.86
5.0
5.7
8.0
22.8
735
.76
9.67
242.
5016
8.80
167.
0017
1.12
168.
1617
3.00
172.
7267
TO
65
2625
81.0
2.19
3.98
0.60
1.31
2.68
5.0
5.5
8.1
21.6
030
.78
6.88
241.
8517
0.50
169.
0017
2.68
171.
9417
4.50
173.
0068
TO
67
2726
91.0
1.04
1.04
0.78
0.81
0.81
5.0
5.0
8.2
6.65
15.5
74.
5918
2.20
173.
0017
1.00
173.
9817
3.41
176.
7317
4.50
69 T
O 6
8
2826
101.
00.
750.
750.
740.
560.
565.
05.
08.
24.
5518
.10
3.61
182.
9717
4.00
171.
0017
4.81
173.
4117
7.50
174.
5070
TO
68
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-35
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
1M
70.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
246
A4.
700.
002.
612.
09C
omb
6.0
4.00
0.00
4.00
2.00
0.01
02.
000.
020
0.02
00.
013
0.24
12.0
00.
2411
.95
0.00
3
346
3.31
2.09
2.90
2.50
Com
b6.
04.
000.
004.
002.
000.
010
2.00
0.02
00.
020
0.01
30.
2613
.00
0.25
12.6
00.
004
447
12.9
92.
5015
.48
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.68
34.0
00.
6834
.00
0.00
Off
548
6.13
0.00
6.13
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.41
20.5
00.
4120
.50
0.00
Off
649
0.42
0.00
0.42
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.07
3.50
0.07
3.50
0.00
Off
750
5.29
0.00
5.29
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.37
18.5
00.
3718
.50
0.00
Off
851
4.51
0.55
5.06
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.36
18.0
00.
3618
.00
0.00
Off
952
4.14
1.10
5.24
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.37
18.5
00.
3718
.50
0.00
Off
1053
2.93
0.00
1.83
1.10
Com
b6.
04.
000.
004.
002.
000.
010
2.00
0.02
00.
020
0.01
30.
2010
.00
0.20
10.0
00.
009
1154
1.84
0.00
1.30
0.55
Com
b6.
04.
000.
004.
002.
000.
049
2.00
0.02
00.
020
0.01
30.
136.
500.
136.
250.
008
1255
0.76
1.43
1.46
0.73
Com
b6.
04.
000.
004.
002.
000.
034
2.00
0.02
00.
020
0.01
30.
157.
500.
147.
150.
00O
ff
1356
0.70
0.16
0.70
0.16
Com
b6.
04.
000.
004.
002.
000.
034
2.00
0.02
00.
020
0.01
30.
115.
500.
105.
050.
00O
ff
1457
0.59
0.24
0.67
0.16
Com
b6.
04.
000.
004.
002.
000.
012
2.00
0.02
00.
020
0.01
30.
136.
500.
126.
050.
0013
1558
2.04
1.49
2.10
1.43
Com
b6.
04.
000.
004.
002.
000.
012
2.00
0.02
00.
020
0.01
30.
2110
.50
0.21
10.4
00.
0012
1659
9.73
0.00
9.73
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.45
22.5
00.
4522
.50
0.00
Off
1760
0.90
0.17
0.83
0.24
Com
b6.
04.
000.
004.
002.
000.
018
2.00
0.02
00.
020
0.01
30.
136.
500.
126.
200.
0014
1861
2.24
1.33
2.08
1.49
Com
b6.
04.
000.
004.
002.
000.
018
2.00
0.02
00.
020
0.01
30.
2010
.00
0.19
9.65
0.00
15
1962
0.93
0.00
0.76
0.17
Com
b6.
04.
000.
004.
002.
000.
041
2.00
0.02
00.
020
0.01
30.
115.
500.
105.
050.
0017
2063
3.36
0.00
2.02
1.33
Com
b6.
04.
000.
004.
002.
000.
041
2.00
0.02
00.
020
0.01
30.
178.
500.
168.
100.
0018
2164
13.7
70.
0013
.77
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.60
30.0
00.
6030
.00
0.00
Off
2265
1.48
0.00
1.48
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.16
8.00
0.16
8.00
0.00
Off
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-36
Inle
t Rep
ort
Page
2
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
23M
80.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
2466
1.24
0.00
1.24
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.14
7.00
0.14
7.00
0.00
Off
2567
1.45
8.58
4.37
5.65
Com
b6.
04.
000.
004.
002.
000.
017
2.00
0.02
00.
020
0.01
30.
2914
.50
0.29
14.3
50.
00O
ff
2668
10.7
73.
375.
578.
58C
omb
6.0
4.00
0.00
4.00
2.00
0.01
82.
000.
020
0.02
00.
013
0.33
16.5
00.
3216
.20
0.00
25
2769
6.65
0.00
3.28
3.37
Com
b6.
04.
000.
004.
002.
000.
018
2.00
0.02
00.
020
0.01
30.
2512
.50
0.24
12.2
00.
0026
2870
4.55
0.00
4.55
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.33
16.5
00.
3316
.50
0.00
Off
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-37
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#4
.stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndM
H0.
013
45.0
0.00
6.31
5.99
18.3
10.
095.
68.
240.
0016
5.00
160.
6216
0.41
0.21
360.
486.
5045
.96
M7
TO E
60.
006.
422.
2545
.96
158.
5015
6.00
365.
5622
.24
157.
20.
000.
000.
0015
5.50
153.
002.
50C
ir
21
Com
b0.
013
15.0
0.41
6.31
5.99
18.2
90.
025.
68.
240.
0016
5.08
159.
7416
0.62
-0.8
930
-5.9
39.
3745
.98
46A
TO M
70.
536.
422.
2545
.98
158.
8015
8.50
302.
0011
.82
58.0
00.
000.
000.
0015
6.30
156.
000.
30C
ir
32
Com
b0.
013
58.0
0.40
5.90
5.61
18.2
00.
095.
67.
660.
0016
4.55
160.
9516
1.10
-0.1
530
-0.2
68.
7342
.87
46 T
O 4
6A0.
075.
892.
0642
.87
160.
3015
9.00
302.
2412
.51
61.4
00.
000.
000.
0015
7.80
156.
501.
30C
ir
43
Com
b0.
013
42.0
1.61
5.50
5.23
18.1
40.
075.
67.
260.
0016
4.00
162.
0616
2.13
-0.0
830
-0.1
88.
2940
.67
47 T
O 4
60.
175.
822.
0440
.67
161.
6016
0.50
302.
6213
.52
66.3
70.
000.
000.
0015
9.10
158.
001.
10C
ir
54
Com
b0.
013
18.0
0.75
3.89
3.70
18.1
00.
045.
65.
670.
0016
4.46
163.
2416
3.13
0.11
300.
606.
4831
.82
48 T
O 4
70.
115.
651.
9831
.82
162.
2016
1.80
302.
2212
.45
61.1
40.
000.
000.
0015
9.70
159.
300.
40C
ir
65
Com
b0.
013
186.
00.
050.
050.
055.
0013
.10
8.2
0.05
0.00
169.
0316
5.75
163.
891.
8618
1.00
1.22
0.42
49 T
O 4
80.
010.
010.
000.
4216
7.00
162.
2018
2.58
9.55
16.8
70.
000.
000.
0016
5.50
160.
704.
80C
ir
75
Com
b0.
013
219.
00.
643.
092.
948.
100.
467.
44.
870.
0017
2.00
169.
3016
3.24
6.07
302.
777.
9235
.95
50 T
O 4
80.
115.
531.
9435
.95
169.
8016
2.40
303.
3815
.36
75.3
90.
000.
000.
0016
7.30
159.
907.
40C
ir
87
Com
b0.
013
210.
00.
542.
452.
337.
620.
487.
54.
230.
0018
0.07
175.
9016
9.79
6.12
302.
917.
3631
.68
51 T
O 5
00.
105.
421.
9031
.68
176.
5217
0.00
303.
1014
.72
72.2
60.
000.
000.
0017
4.02
167.
506.
52C
ir
98
Com
b0.
013
53.0
0.47
0.82
0.78
5.38
0.20
8.1
0.86
0.00
179.
3717
6.85
176.
650.
2018
0.37
4.49
6.98
52 T
O 5
10.
170.
240.
086.
9817
7.17
176.
5218
1.23
6.58
11.6
30.
000.
000.
0017
5.67
175.
020.
65C
ir
109
Com
b0.
013
64.0
0.35
0.35
0.33
5.00
0.38
8.2
0.36
0.00
180.
6517
7.65
177.
240.
4118
0.64
2.84
2.93
53 T
O 5
20.
070.
070.
022.
9317
8.50
177.
3718
1.77
7.90
13.9
50.
000.
000.
0017
7.00
175.
871.
13C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#4.s
tm
Hyd
raflo
w S
torm
Sew
ers
20052-38
FL-D
OT
Rep
ort
Page
2
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#4
.stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
118
Com
b0.
013
105.
00.
111.
091.
047.
310.
317.
62.
820.
0018
5.63
182.
2217
6.60
5.62
305.
355.
5621
.32
54 T
O 5
10.
345.
081.
7821
.32
183.
1817
6.72
306.
1520
.72
101.
70.
000.
000.
0018
0.68
174.
226.
46C
ir
1211
Com
b0.
013
209.
00.
090.
980.
936.
720.
597.
72.
590.
0019
6.60
188.
2918
2.66
5.63
302.
695.
9420
.00
55 T
O 5
40.
024.
741.
6620
.00
189.
3018
3.38
302.
8314
.06
69.0
20.
000.
000.
0018
6.80
180.
885.
92C
ir
1312
Com
b0.
013
46.0
0.06
0.89
0.85
6.59
0.13
7.8
2.50
0.00
196.
6018
8.87
188.
720.
1630
0.34
5.92
19.3
756
TO
55
0.08
4.72
1.65
19.3
718
9.90
189.
5030
0.87
7.79
38.2
40.
000.
000.
0018
7.40
187.
000.
40C
ir
1413
Com
b0.
013
132.
00.
050.
830.
796.
280.
317.
82.
410.
0020
0.31
190.
9618
9.48
1.48
241.
127.
1418
.91
57 T
O 5
60.
074.
641.
6218
.91
190.
9018
9.90
240.
766.
2719
.69
0.00
0.00
0.00
188.
9018
7.90
1.00
Cir
1514
Com
b0.
013
46.0
0.10
0.46
0.44
5.84
0.21
8.0
1.44
0.00
200.
3119
1.87
191.
750.
1224
0.25
3.63
11.4
258
TO
57
0.44
2.84
0.99
11.4
219
1.50
191.
1024
0.87
6.71
21.0
90.
000.
000.
0018
9.50
189.
100.
40C
ir
1615
Com
b0.
013
279.
00.
360.
360.
345.
000.
848.
21.
190.
0019
5.50
194.
2719
1.87
2.40
180.
865.
519.
7359
TO
58
2.40
2.40
0.84
9.73
193.
5019
1.50
180.
725.
038.
890.
000.
000.
0019
2.00
190.
002.
00C
ir
1714
Com
b0.
013
132.
00.
090.
320.
305.
830.
458.
00.
910.
0020
2.12
199.
1319
1.75
7.37
185.
594.
857.
2260
TO
57
0.07
1.73
0.61
7.22
199.
6019
0.90
186.
5915
.26
26.9
60.
000.
000.
0019
8.10
189.
408.
70C
ir
1817
Com
b0.
013
46.0
0.08
0.08
0.08
5.00
0.46
8.2
0.27
0.00
202.
1219
9.55
199.
550.
0018
0.01
1.68
2.24
61 T
O 6
00.
570.
570.
202.
2420
0.12
199.
8018
0.70
4.96
8.76
0.00
0.00
0.00
198.
6219
8.30
0.32
Cir
1917
Com
b0.
013
136.
00.
080.
150.
145.
210.
628.
10.
520.
0020
7.09
203.
7419
9.52
4.21
183.
103.
644.
2662
TO
60
0.11
1.09
0.38
4.26
204.
4519
9.80
183.
4210
.99
19.4
20.
000.
000.
0020
2.95
198.
304.
65C
ir
2019
Com
b0.
013
46.0
0.07
0.07
0.07
5.00
0.21
8.2
0.41
0.00
207.
0920
4.20
204.
000.
2018
0.43
3.70
3.36
63 T
O 6
20.
980.
980.
343.
3620
5.00
204.
6518
0.76
5.18
9.16
0.00
0.00
0.00
203.
5020
3.15
0.35
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#4.s
tm
Hyd
raflo
w S
torm
Sew
ers
20052-39
FL-D
OT
Rep
ort
Page
3
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#4
.stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
21E
ndC
omb
0.01
327
8.0
0.45
2.98
2.83
6.23
0.70
7.8
4.87
0.00
169.
3016
6.07
160.
415.
6636
2.04
6.59
38.2
164
TO
E7
3.55
5.78
2.02
38.2
116
7.10
156.
0036
3.99
18.8
513
3.3
0.00
0.00
0.00
164.
1015
3.00
11.1
0C
ir
2221
Com
b0.
013
132.
00.
182.
532.
405.
810.
418.
03.
190.
0017
2.72
168.
1116
6.81
1.30
360.
985.
3125
.39
65 T
O 6
40.
032.
230.
7825
.39
169.
5016
7.30
361.
6712
.18
86.1
00.
000.
000.
0016
6.50
164.
302.
20C
ir
2322
MH
0.01
392
.00.
000.
040.
045.
110.
718.
20.
150.
0017
4.60
171.
0716
8.77
2.30
182.
502.
171.
23M
8 TO
65
0.00
0.32
0.11
1.23
172.
1516
9.50
182.
8810
.09
17.8
20.
000.
000.
0017
0.65
168.
002.
65C
ir
2423
Com
b0.
013
22.0
0.04
0.04
0.04
5.00
0.11
8.2
0.15
0.00
175.
1017
1.92
171.
210.
7218
3.26
3.43
1.24
66 T
O M
80.
320.
320.
111.
2417
3.00
172.
3518
2.95
10.2
118
.05
0.00
0.00
0.00
171.
5017
0.85
0.65
Cir
2522
Com
b0.
013
72.0
0.17
2.31
2.19
5.66
0.12
8.0
2.86
0.00
173.
0017
1.12
168.
162.
9624
4.11
9.67
22.8
767
TO
65
0.04
1.88
0.66
22.8
717
0.80
169.
0024
2.50
11.3
835
.76
0.00
0.00
0.00
168.
8016
7.00
1.80
Cir
2625
Com
b0.
013
81.0
0.91
2.14
2.03
5.47
0.20
8.1
2.68
0.00
174.
5017
2.68
171.
940.
7324
0.91
6.88
21.6
068
TO
67
1.28
1.84
0.64
21.6
017
2.50
171.
0024
1.85
9.80
30.7
80.
000.
000.
0017
0.50
169.
001.
50C
ir
2726
Com
b0.
013
91.0
0.74
0.74
0.70
5.00
0.33
8.2
0.81
0.00
176.
7317
3.98
173.
410.
5718
0.63
4.59
6.65
69 T
O 6
80.
300.
300.
116.
6517
4.50
172.
5018
2.20
8.81
15.5
70.
000.
000.
0017
3.00
171.
002.
00C
ir
2826
Com
b0.
013
101.
00.
490.
490.
475.
000.
478.
20.
560.
0017
7.50
174.
8117
3.41
1.40
181.
393.
614.
5570
TO
68
0.26
0.26
0.09
4.55
175.
5017
2.50
182.
9710
.24
18.1
00.
000.
000.
0017
4.00
171.
003.
00C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#4.s
tm
Hyd
raflo
w S
torm
Sew
ers
20052-40
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
136
45.9
615
3.00
160.
413.
007.
076.
500.
6616
1.07
0.47
545
.015
5.50
160.
623.
007.
076.
500.
6616
1.28
0.47
50.
475
0.21
40.
000.
00
230
45.9
815
6.00
160.
622.
504.
919.
371.
3616
1.99
n/a
15.0
156.
3015
9.74
i2.
504.
919.
371.
3616
1.10
in/
an/
a-2
.254
0.00
n/a
330
42.8
715
6.50
161.
102.
504.
918.
731.
1916
2.29
n/a
58.0
157.
8016
0.95
i2.
504.
918.
731.
1916
2.13
in/
an/
a-1
.337
0.00
n/a
430
40.6
715
8.00
162.
132.
504.
918.
291.
0716
3.20
n/a
42.0
159.
1016
2.06
i2.
504.
918.
291.
0716
3.13
in/
an/
a-1
.143
0.00
n/a
530
31.8
215
9.30
163.
132.
504.
916.
480.
6516
3.78
0.60
218
.015
9.70
163.
242.
504.
916.
480.
6516
3.89
0.60
20.
602
0.10
80.
000.
00
618
0.42
160.
7016
3.89
1.50
1.77
0.24
0.00
163.
890.
002
186
165.
5016
5.75
j0.
25**
0.19
2.20
0.08
165.
820.
459
0.23
0n/
a0.
00n/
a
730
35.9
515
9.90
163.
242.
504.
917.
330.
8316
4.07
0.76
921
916
7.30
169.
30 j
2.00
**4.
228.
521.
1317
0.43
0.80
10.
785
n/a
0.00
n/a
830
31.6
816
7.50
169.
792.
294.
716.
730.
7017
0.49
0.52
021
017
4.02
175.
90 j
1.88
**3.
968.
000.
9917
6.89
0.71
20.
616
n/a
0.00
0.00
918
6.98
175.
0217
6.65
1.50
1.77
3.95
0.24
176.
89n/
a53
.017
5.67
176.
85i
1.10
1.39
5.04
0.39
177.
24i
n/a
n/a
-0.0
450.
00n/
a
1018
2.93
175.
8717
7.24
1.37
1.70
1.73
0.05
177.
290.
068
64.0
177.
0017
7.65
j0.
65**
0.74
3.96
0.24
177.
900.
504
0.28
6n/
a0.
000.
00
1130
21.3
217
4.22
176.
602.
384.
824.
420.
3017
6.91
0.23
410
518
0.68
182.
22 j
1.54
**3.
186.
700.
7018
2.92
0.54
90.
392
n/a
0.00
0.00
1230
20.0
018
0.88
182.
661.
783.
755.
340.
4418
3.11
0.32
320
918
6.80
188.
29 j
1.49
**3.
066.
530.
6618
8.96
0.53
30.
428
n/a
0.00
0.00
1330
19.3
718
7.00
188.
721.
723.
595.
390.
4518
9.17
0.33
546
.018
7.40
188.
871.
47**
3.00
6.45
0.65
189.
520.
525
0.43
0n/
a0.
00n/
a
1424
18.9
118
7.90
189.
481.
58*
2.66
7.12
0.79
190.
26n/
a13
218
8.90
190.
96i
1.57
2.64
7.15
0.80
191.
75i
n/a
n/a
0.69
30.
00n/
a
1524
11.4
218
9.10
191.
752.
003.
143.
630.
2119
1.96
0.25
546
.018
9.50
191.
872.
003.
143.
630.
2119
2.08
0.25
50.
255
0.11
70.
000.
00
1618
9.73
190.
0019
1.87
1.50
1.77
5.51
0.47
192.
340.
859
279
192.
0019
4.27
1.50
1.77
5.51
0.47
194.
740.
858
0.85
82.
395
0.00
0.00
1718
7.22
189.
4019
1.75
1.50
1.77
4.08
0.26
192.
010.
473
132
198.
1019
9.13
j1.
03**
1.29
5.61
0.49
199.
610.
718
0.59
5n/
a0.
000.
00
1818
2.24
198.
3019
9.55
1.25
1.57
1.42
0.03
199.
580.
044
46.0
198.
6219
9.55
0.93
1.15
1.94
0.06
199.
610.
091
0.06
80.
031
0.00
0.00
1918
4.26
198.
3019
9.52
1.22
1.54
2.76
0.12
199.
640.
166
136
202.
9520
3.74
j0.
79**
0.94
4.53
0.32
204.
060.
558
0.36
2n/
a0.
000.
00
2018
3.36
203.
1520
4.00
0.85
1.03
3.25
0.16
204.
160.
270
46.0
203.
5020
4.20
j0.
70**
0.81
4.16
0.27
204.
470.
520
0.39
5n/
a0.
00n/
a
2136
38.2
115
3.00
160.
413.
007.
075.
410.
4516
0.86
0.32
827
816
4.10
166.
07 j
1.97
**4.
927.
760.
9416
7.01
0.55
70.
443
n/a
0.00
n/a
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
Not
es: *
Nor
mal
dep
th a
ssum
ed.;
** C
ritic
al d
epth
.; j-L
ine
cont
ains
hyd
. jum
p.; i
-Inle
t con
trol.
Hyd
raflo
w S
torm
Sew
ers
20052-41
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 2
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
2236
25.3
916
4.30
166.
812.
516.
314.
020.
2516
7.06
0.14
013
216
6.50
168.
11 j
1.61
**3.
856.
590.
6816
8.78
0.46
10.
301
n/a
0.00
n/a
2318
1.23
168.
0016
8.77
0.77
0.92
1.34
0.03
168.
800.
050
92.0
170.
6517
1.07
j0.
42**
0.41
3.01
0.14
171.
210.
454
0.25
2n/
a0.
00n/
a
2418
1.24
170.
8517
1.21
0.36
0.32
3.85
0.23
171.
440.
903
22.0
171.
5017
1.92
j0.
42**
0.41
3.01
0.14
172.
070.
454
0.67
8n/
a0.
000.
00
2524
22.8
716
7.00
168.
161.
16*
1.90
12.0
62.
2617
0.42
n/a
72.0
168.
8017
1.12
i2.
003.
147.
280.
8217
1.94
in/
an/
a0.
695
0.00
n/a
2624
21.6
016
9.00
171.
942.
003.
146.
880.
7417
2.68
n/a
81.0
170.
5017
2.68
i2.
003.
146.
880.
7417
3.41
in/
an/
a-0
.001
0.00
n/a
2718
6.65
171.
0017
3.41
1.50
1.77
3.76
0.22
173.
630.
401
91.0
173.
0017
3.98
j0.
98**
1.23
5.41
0.46
174.
440.
682
0.54
2n/
a0.
00n/
a
2818
4.55
171.
0017
3.41
1.50
1.77
2.57
0.10
173.
520.
188
101
174.
0017
4.81
j0.
81**
0.98
4.64
0.34
175.
150.
571
0.38
0n/
a0.
00n/
a
Pro
ject
File
: S
WM
#4.s
tmN
umbe
r of l
ines
: 28
Run
Dat
e: 0
2-10
-201
5
Not
es: *
Nor
mal
dep
th a
ssum
ed.;
** C
ritic
al d
epth
.; j-L
ine
cont
ains
hyd
. jum
p.; i
-Inle
t con
trol.
Hyd
raflo
w S
torm
Sew
ers
20052-42
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#5V-
2.st
mN
o. L
ines
: 19
02-1
0-20
15
Hyd
raflo
w S
torm
Sew
ers
2005
2-43
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd19
9.0
-136
.4C
omb
0.00
0.54
0.82
5.0
171.
506.
0318
3.50
24C
ir0.
013
0.00
190.
4771
TO
E9
21
34.0
-41.
0C
omb
0.00
1.32
0.74
5.0
184.
002.
3518
4.80
18C
ir0.
013
0.00
190.
1472
TO
71
32
94.0
42.8
Com
b0.
000.
240.
935.
018
5.00
0.85
185.
8018
Cir
0.01
30.
0019
3.34
73 T
O 7
2
43
171.
0-4
0.0
DrG
rt0.
001.
280.
435.
018
6.00
0.76
187.
3018
Cir
0.01
30.
0019
1.50
74 T
O 7
3
54
178.
0-4
.4D
rGrt
0.00
0.26
0.35
5.0
187.
500.
5618
8.50
18C
ir0.
013
0.00
192.
1075
TO
74
61
218.
093
.8C
omb
0.00
0.16
0.95
5.0
184.
006.
0219
7.12
18C
ir0.
013
0.00
201.
0776
TO
71
76
40.0
-49.
5C
omb
0.00
0.77
0.82
5.0
197.
324.
2019
9.00
18C
ir0.
013
0.00
203.
0077
TO
76
8E
nd87
.0-7
0.6
Com
b0.
000.
100.
955.
017
3.50
10.9
218
3.00
18C
ir0.
013
0.00
193.
5878
TO
E10
98
20.0
24.9
Com
b0.
000.
210.
815.
018
9.50
1.50
189.
8018
Cir
0.01
30.
0019
3.58
79 T
O 7
8
109
7.0
6.7
Com
b0.
000.
310.
915.
019
0.00
4.29
190.
3018
Cir
0.01
30.
0019
4.00
80 T
O 7
9
1110
187.
0-9
5.8
Com
b0.
000.
330.
645.
019
0.50
3.48
197.
0018
Cir
0.01
30.
0020
0.63
81 T
O 8
0
12E
nd14
8.0
12.2
Com
b0.
000.
110.
955.
017
2.00
1.35
174.
0036
Cir
0.01
30.
0018
8.00
82 T
O E
11
1312
20.0
-59.
7C
omb
0.00
0.22
0.81
5.0
183.
900.
7518
4.05
18C
ir0.
013
0.00
188.
0083
TO
82
1413
10.0
-44.
2C
omb
0.00
0.23
0.95
5.0
184.
257.
5018
5.00
18C
ir0.
013
0.00
191.
0084
TO
83
1512
219.
033
.1C
omb
0.00
0.03
0.75
5.0
181.
400.
7318
3.00
36C
ir0.
013
0.00
188.
8485
TO
82
1615
20.0
-90.
2C
omb
0.00
0.03
0.75
5.0
184.
001.
1018
4.22
24C
ir0.
013
0.00
188.
8486
TO
85
1716
23.0
-51.
4C
omb
0.00
7.88
0.38
5.0
184.
420.
7818
4.60
24C
ir0.
013
0.00
189.
0087
TO
86
1817
76.0
13.4
MH
0.00
0.00
0.00
5.0
185.
602.
5018
7.50
12C
ir0.
013
0.00
199.
54M
11 T
O 8
7
1918
162.
037
.1D
rGrt
0.00
1.20
0.35
5.0
195.
000.
6219
6.00
12C
ir0.
013
0.00
199.
0094
TO
M11
Pro
ject
File
: S
WM
#5V-
2.st
mN
umbe
r of l
ines
: 19
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-44
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 71 TO E9 22.61 24 c 199.0 171.50 183.50 6.030 174.49 185.18 n/a 185.18 j End
2 72 TO 71 13.60 18 c 34.0 184.00 184.80 2.353 185.26 186.17 n/a 186.17 j 1
3 73 TO 72 6.47 18 c 94.0 185.00 185.80 0.851 186.96 187.30 0.00 187.30 2
4 74 TO 73 4.92 18 c 171.0 186.00 187.30 0.760 187.38 188.15 n/a 188.15 j 3
5 75 TO 74 0.75 18 c 178.0 187.50 188.50 0.562 188.50 188.83 n/a 188.83 j 4
6 76 TO 71 6.39 18 c 218.0 184.00 197.12 6.018 185.98 198.08 n/a 198.08 j 1
7 77 TO 76 5.18 18 c 40.0 197.32 199.00 4.200 198.39 199.87 n/a 199.87 j 6
8 78 TO E10 5.93 18 c 87.0 173.50 183.00 10.920 174.49 183.93 n/a 183.93 j End
9 79 TO 78 5.20 18 c 20.0 189.50 189.80 1.500 190.17 190.72 n/a 190.97 i 8
10 80 TO 79 3.87 18 c 7.0 190.00 190.30 4.286 190.97 191.05 n/a 191.05 j 9
11 81 TO 80 1.73 18 c 187.0 190.50 197.00 3.476 191.33 197.50 n/a 197.50 j 10
12 82 TO E11 30.81 36 c 148.0 172.00 174.00 1.351 173.77 175.77 n/a 175.77 j End
13 83 TO 82 3.24 18 c 20.0 183.90 184.05 0.750 184.52 184.74 n/a 184.74 j 12
14 84 TO 83 1.79 18 c 10.0 184.25 185.00 7.500 184.98 185.51 n/a 185.51 j 13
15 85 TO 82 27.37 36 c 219.0 181.40 183.00 0.731 182.87 184.67 n/a 184.67 j 12
16 86 TO 85 27.23 24 c 20.0 184.00 184.22 1.100 186.00* 187.09* n/a 188.26 i 15
17 87 TO 86 27.09 24 c 23.0 184.42 184.60 0.783 188.26* 187.45* n/a 188.61 i 16
18 M11 TO 87 3.37 12 c 76.0 185.60 187.50 2.500 188.61* 189.29* 0.00 189.29 17
19 94 TO M11 3.44 12 c 162.0 195.00 196.00 0.617 196.00* 197.51* 0.00 197.51 18
Project File: SWM#5V-2.stm Number of lines: 19 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-45
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd19
9.0
0.54
4.57
0.82
0.44
3.07
5.0
8.1
7.4
22.6
155
.54
7.60
246.
0318
3.50
171.
5018
5.18
174.
4919
0.47
174.
0071
TO
E9
21
34.0
1.32
3.10
0.74
0.98
1.84
5.0
8.1
7.4
13.6
016
.11
8.30
182.
3518
4.80
184.
0018
6.17
185.
2619
0.14
190.
4772
TO
71
32
94.0
0.24
1.78
0.93
0.22
0.86
5.0
7.6
7.5
6.47
9.69
3.66
180.
8518
5.80
185.
0018
7.30
186.
9619
3.34
190.
1473
TO
72
43
171.
01.
281.
540.
430.
550.
645.
06.
97.
74.
929.
163.
8418
0.76
187.
3018
6.00
188.
1518
7.38
191.
5019
3.34
74 T
O 7
3
54
178.
00.
260.
260.
350.
090.
095.
05.
08.
20.
757.
871.
5818
0.56
188.
5018
7.50
188.
8318
8.50
192.
1019
1.50
75 T
O 7
4
61
218.
00.
160.
930.
950.
150.
785.
05.
28.
26.
3925
.76
4.47
186.
0219
7.12
184.
0019
8.08
185.
9820
1.07
190.
4776
TO
71
76
40.0
0.77
0.77
0.82
0.63
0.63
5.0
5.0
8.2
5.18
21.5
24.
3618
4.20
199.
0019
7.32
199.
8719
8.39
203.
0020
1.07
77 T
O 7
6
8E
nd87
.00.
100.
950.
950.
100.
765.
06.
37.
85.
9334
.70
4.98
1810
.92
183.
0017
3.50
183.
9317
4.49
193.
5817
6.00
78 T
O E
10
98
20.0
0.21
0.85
0.81
0.17
0.66
5.0
6.3
7.8
5.20
12.8
65.
4418
1.50
189.
8018
9.50
190.
7219
0.17
193.
5819
3.58
79 T
O 7
8
109
7.0
0.31
0.64
0.91
0.28
0.49
5.0
6.2
7.8
3.87
21.7
43.
7918
4.29
190.
3019
0.00
191.
0519
0.97
194.
0019
3.58
80 T
O 7
9
1110
187.
00.
330.
330.
640.
210.
215.
05.
08.
21.
7319
.58
2.53
183.
4819
7.00
190.
5019
7.50
191.
3320
0.63
194.
0081
TO
80
12E
nd14
8.0
0.11
9.70
0.95
0.10
3.96
5.0
6.5
7.8
30.8
177
.53
7.10
361.
3517
4.00
172.
0017
5.77
173.
7718
8.00
176.
0082
TO
E11
1312
20.0
0.22
0.45
0.81
0.18
0.40
5.0
5.1
8.2
3.24
9.09
4.38
180.
7518
4.05
183.
9018
4.74
184.
5218
8.00
188.
0083
TO
82
1413
10.0
0.23
0.23
0.95
0.22
0.22
5.0
5.0
8.2
1.79
28.7
62.
7318
7.50
185.
0018
4.25
185.
5118
4.98
191.
0018
8.00
84 T
O 8
3
1512
219.
00.
039.
140.
750.
023.
465.
06.
07.
927
.37
57.0
17.
3736
0.73
183.
0018
1.40
184.
6718
2.87
188.
8418
8.00
85 T
O 8
2
1615
20.0
0.03
9.11
0.75
0.02
3.44
5.0
6.0
7.9
27.2
323
.72
8.67
241.
1018
4.22
184.
0018
7.09
186.
0018
8.84
188.
8486
TO
85
1716
23.0
7.88
9.08
0.38
2.99
3.41
5.0
5.9
7.9
27.0
920
.01
8.63
240.
7818
4.60
184.
4218
7.45
188.
2618
9.00
188.
8487
TO
86
1817
76.0
0.00
1.20
0.00
0.00
0.42
5.0
5.6
8.0
3.37
5.63
4.29
122.
5018
7.50
185.
6018
9.29
188.
6119
9.54
189.
00M
11 T
O 8
7
1918
162.
01.
201.
200.
350.
420.
425.
05.
08.
23.
442.
804.
3812
0.62
196.
0019
5.00
197.
5119
6.00
199.
0019
9.54
94 T
O M
11
Pro
ject
File
: S
WM
#5V-
2.st
mN
umbe
r of l
ines
: 19
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-46
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
171
3.63
1.45
5.08
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.36
18.0
00.
3618
.00
0.00
Off
272
8.01
0.55
8.56
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.45
22.5
00.
4522
.50
0.00
Off
373
1.83
0.00
1.28
0.55
Com
b6.
04.
000.
004.
002.
000.
034
2.00
0.02
00.
020
0.01
30.
147.
000.
136.
700.
002
474
4.51
0.00
4.51
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.33
34.8
00.
3334
.80
0.00
Off
575
0.75
0.00
0.75
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.10
11.8
70.
1011
.87
0.00
Off
676
1.25
2.39
2.18
1.45
Com
b6.
04.
000.
004.
002.
000.
055
2.00
0.02
00.
020
0.01
30.
168.
000.
167.
900.
001
777
5.18
0.00
2.79
2.39
Com
b6.
04.
000.
004.
002.
000.
049
2.00
0.02
00.
020
0.01
30.
199.
500.
189.
200.
006
878
0.78
0.00
0.66
0.12
Com
b6.
04.
000.
004.
002.
000.
042
2.00
0.02
00.
020
0.01
30.
105.
000.
094.
700.
0012
979
1.39
0.00
1.04
0.36
Com
b6.
04.
000.
004.
002.
000.
042
2.00
0.02
00.
020
0.01
30.
126.
000.
125.
800.
0013
1080
2.31
0.00
2.31
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.22
11.0
00.
2211
.00
0.00
Off
1181
1.73
0.00
1.73
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.18
9.00
0.18
9.00
0.00
Off
1282
0.86
0.12
0.98
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.12
6.00
0.12
6.00
0.00
Off
1383
1.46
0.36
1.82
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.18
9.00
0.18
9.00
0.00
Off
1484
1.79
0.00
1.79
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
0.18
9.00
0.18
9.00
0.00
Off
1585
0.18
0.00
0.18
0.00
Com
b6.
04.
000.
004.
002.
000.
021
2.00
0.02
00.
020
0.01
30.
073.
500.
063.
100.
00O
ff
1686
0.18
0.00
0.18
0.00
Com
b6.
04.
000.
004.
002.
000.
021
2.00
0.02
00.
020
0.01
30.
073.
500.
063.
100.
00O
ff
1787
24.5
50.
0024
.55
0.00
Com
b6.
04.
002.
004.
002.
00S
ag2.
000.
020
0.02
00.
013
1.44
72.0
01.
4472
.00
0.00
Off
180.
000.
000.
000.
00M
H6.
06.
002.
004.
002.
00S
ag2.
000.
080
0.05
00.
013
0.00
0.00
0.00
0.00
0.00
17
193.
440.
003.
440.
00D
rGrt
6.0
6.00
2.00
4.00
2.00
Sag
2.00
0.05
00.
050
0.01
30.
2712
.95
0.27
12.9
50.
0018
Pro
ject
File
: S
WM
#5V-
2.st
mN
umbe
r of l
ines
: 19
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-47
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#5
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
319
9.0
0.42
2.26
2.15
8.12
0.44
7.4
3.07
0.00
190.
4718
5.18
174.
4910
.69
245.
377.
6022
.61
71 T
O E
90.
122.
080.
7322
.61
185.
5017
3.50
246.
0317
.68
55.5
40.
000.
230.
1818
3.50
171.
5012
.00
Cir
21
Com
b0.
013
34.0
0.85
1.08
1.03
8.05
0.07
7.4
1.84
0.00
190.
1418
6.17
185.
260.
9118
2.68
8.30
13.6
072
TO
71
0.47
1.79
0.63
13.6
018
6.30
185.
5018
2.35
9.12
16.1
10.
000.
230.
1818
4.80
184.
000.
80C
ir
32
Com
b0.
013
94.0
0.23
0.23
0.22
7.62
0.43
7.5
0.86
0.00
193.
3418
7.30
186.
960.
3318
0.35
3.66
6.47
73 T
O 7
20.
011.
320.
466.
4718
7.30
186.
5018
0.85
5.48
9.69
0.00
0.23
0.18
185.
8018
5.00
0.80
Cir
43
DrG
rt0.
013
171.
00.
000.
000.
006.
880.
747.
70.
640.
0019
1.50
188.
1518
7.38
0.76
180.
453.
844.
9274
TO
73
1.05
1.31
0.46
4.92
188.
8018
7.50
180.
765.
189.
160.
230.
230.
1818
7.30
186.
001.
30C
ir
54
DrG
rt0.
013
178.
00.
000.
000.
005.
001.
888.
20.
090.
0019
2.10
188.
8318
8.50
0.33
180.
191.
580.
7575
TO
74
0.26
0.26
0.09
0.75
190.
0018
9.00
180.
564.
457.
870.
000.
000.
0018
8.50
187.
501.
00C
ir
61
Com
b0.
013
218.
00.
160.
760.
725.
150.
818.
20.
780.
0020
1.07
198.
0818
5.98
12.1
118
5.55
4.47
6.39
76 T
O 7
10.
000.
170.
066.
3919
8.62
185.
5018
6.02
14.5
825
.76
0.00
0.00
0.00
197.
1218
4.00
13.1
2C
ir
76
Com
b0.
013
40.0
0.60
0.60
0.57
5.00
0.15
8.2
0.63
0.00
203.
0019
9.87
198.
391.
4818
3.69
4.36
5.18
77 T
O 7
60.
170.
170.
065.
1820
0.50
198.
8218
4.20
12.1
821
.52
0.00
0.00
0.00
199.
0019
7.32
1.68
Cir
8E
ndC
omb
0.01
387
.00.
100.
710.
676.
330.
297.
80.
760.
0019
3.58
183.
9317
4.49
9.44
1810
.85
4.98
5.93
78 T
O E
100.
000.
240.
085.
9318
4.50
175.
0018
10.9
219
.64
34.7
00.
000.
000.
0018
3.00
173.
509.
50C
ir
98
Com
b0.
013
20.0
0.16
0.61
0.58
6.26
0.06
7.8
0.66
0.00
193.
5819
0.72
190.
170.
5518
2.75
5.44
5.20
79 T
O 7
80.
050.
240.
085.
2019
1.30
191.
0018
1.50
7.28
12.8
60.
000.
000.
0018
9.80
189.
500.
30C
ir
109
Com
b0.
013
7.0
0.29
0.45
0.43
6.23
0.03
7.8
0.49
0.00
194.
0019
1.05
190.
970.
0818
1.16
3.79
3.87
80 T
O 7
90.
020.
190.
073.
8719
1.80
191.
5018
4.29
12.3
021
.74
0.00
0.00
0.00
190.
3019
0.00
0.30
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#5V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-48
FL-D
OT
Rep
ort
Page
2
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#5
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1110
Com
b0.
013
187.
00.
160.
160.
155.
001.
238.
20.
210.
0020
0.63
197.
5019
1.33
6.17
183.
302.
531.
7381
TO
80
0.17
0.17
0.06
1.73
198.
5019
2.00
183.
4811
.08
19.5
80.
000.
000.
0019
7.00
190.
506.
50C
ir
12E
ndC
omb
0.01
314
8.0
0.11
0.99
0.94
6.49
0.35
7.8
3.96
0.00
188.
0017
5.77
173.
772.
0036
1.35
7.10
30.8
182
TO
E11
0.00
8.71
3.05
30.8
117
7.00
175.
0036
1.35
10.9
777
.53
0.00
0.00
0.00
174.
0017
2.00
2.00
Cir
1312
Com
b0.
013
20.0
0.17
0.40
0.38
5.06
0.08
8.2
0.40
0.00
188.
0018
4.74
184.
520.
2218
1.09
4.38
3.24
83 T
O 8
20.
050.
050.
023.
2418
5.55
185.
4018
0.75
5.15
9.09
0.00
0.00
0.00
184.
0518
3.90
0.15
Cir
1413
Com
b0.
013
10.0
0.23
0.23
0.22
5.00
0.06
8.2
0.22
0.00
191.
0018
5.51
184.
980.
5318
5.27
2.73
1.79
84 T
O 8
30.
000.
000.
001.
7918
6.50
185.
7518
7.50
16.2
728
.76
0.00
0.00
0.00
185.
0018
4.25
0.75
Cir
1512
Com
b0.
013
219.
00.
020.
480.
465.
990.
507.
93.
460.
0018
8.84
184.
6718
2.87
1.80
360.
827.
3727
.37
85 T
O 8
20.
018.
663.
0327
.37
186.
0018
4.40
360.
738.
0657
.01
0.00
0.00
0.00
183.
0018
1.40
1.60
Cir
1615
Com
b0.
013
20.0
0.02
0.46
0.44
5.96
0.04
7.9
3.44
0.00
188.
8418
7.09
186.
001.
0924
5.45
8.67
27.2
386
TO
85
0.01
8.65
3.03
27.2
318
6.22
186.
0024
1.10
7.55
23.7
20.
000.
000.
0018
4.22
184.
000.
22C
ir
1716
Com
b0.
013
23.0
0.44
0.44
0.42
5.91
0.04
7.9
3.41
0.00
189.
0018
7.45
188.
26-0
.81
24-3
.51
8.63
27.0
987
TO
86
7.44
8.64
3.02
27.0
918
6.60
186.
4224
0.78
6.37
20.0
10.
000.
000.
0018
4.60
184.
420.
18C
ir
1817
MH
0.01
376
.00.
000.
000.
005.
620.
308.
00.
420.
0019
9.54
189.
2918
8.61
0.68
120.
894.
293.
37M
11 T
O 8
70.
001.
200.
423.
3718
8.50
186.
6012
2.50
7.17
5.63
0.00
0.00
0.00
187.
5018
5.60
1.90
Cir
1918
DrG
rt0.
013
162.
00.
000.
000.
005.
000.
628.
20.
420.
0019
9.00
197.
5119
6.00
1.51
120.
934.
383.
4494
TO
M11
1.20
1.20
0.42
3.44
197.
0019
6.00
120.
623.
562.
800.
000.
000.
0019
6.00
195.
001.
00C
ir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#5V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-49
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
124
22.6
117
1.50
174.
492.
003.
147.
200.
8117
5.30
0.99
919
918
3.50
185.
18 j
1.68
**2.
828.
011.
0018
6.18
0.95
50.
977
1.94
40.
00n/
a
218
13.6
018
4.00
185.
261.
261.
698.
581.
1518
6.41
1.60
934
.018
4.80
186.
17 j
1.37
**1.
698.
021.
0018
7.17
1.46
01.
534
n/a
0.00
0.00
318
6.47
185.
0018
6.96
1.50
1.77
3.66
0.21
187.
170.
380
94.0
185.
8018
7.30
1.50
1.77
3.66
0.21
187.
510.
365
0.37
30.
350
0.00
0.00
418
4.92
186.
0018
7.38
1.38
1.70
2.89
0.13
187.
510.
191
171
187.
3018
8.15
j0.
85**
1.03
4.79
0.36
188.
500.
589
0.39
0n/
a0.
000.
00
518
0.75
187.
5018
8.50
1.00
1.25
0.60
0.01
188.
510.
008
178
188.
5018
8.83
j0.
33**
0.29
2.56
0.10
188.
930.
433
0.22
10.
393
0.00
0.00
618
6.39
184.
0018
5.98
1.50
1.77
3.61
0.20
186.
180.
370
218
197.
1219
8.08
j0.
96**
1.20
5.32
0.44
198.
520.
667
0.51
8n/
a0.
00n/
a
718
5.18
197.
3219
8.39
1.07
1.35
3.83
0.23
198.
620.
329
40.0
199.
0019
9.87
j0.
87**
1.06
4.88
0.37
200.
240.
601
0.46
5n/
a0.
00n/
a
818
5.93
173.
5017
4.49
0.99
1.24
4.79
0.36
174.
850.
534
87.0
183.
0018
3.93
j0.
93**
1.15
5.16
0.41
184.
340.
641
0.58
8n/
a0.
000.
00
918
5.20
189.
5019
0.17
0.67
*0.
766.
850.
7319
0.90
n/a
20.0
189.
8019
0.72
i1.
031.
294.
020.
2519
0.97
in/
an/
a-0
.178
0.00
n/a
1018
3.87
190.
0019
0.97
0.97
1.21
3.20
0.16
191.
130.
241
7.0
190.
3019
1.05
j0.
75**
0.89
4.37
0.30
191.
350.
541
0.39
1n/
a0.
000.
00
1118
1.73
190.
5019
1.33
0.83
1.01
1.72
0.05
191.
380.
077
187
197.
0019
7.50
j0.
50**
0.52
3.34
0.17
197.
680.
465
0.27
1n/
a0.
000.
00
1236
30.8
117
2.00
173.
771.
774.
347.
100.
7817
4.55
0.49
814
817
4.00
175.
77 j
1.77
**4.
347.
100.
7817
6.55
0.49
90.
498
n/a
0.00
0.00
1318
3.24
183.
9018
4.52
0.62
*0.
694.
680.
3418
4.86
0.73
520
.018
4.05
184.
74 j
0.69
**0.
804.
080.
2618
5.00
0.50
60.
621
0.12
40.
000.
00
1418
1.79
184.
2518
4.98
0.73
0.86
2.08
0.07
185.
050.
125
10.0
185.
0018
5.51
j0.
51**
0.53
3.37
0.18
185.
690.
467
0.29
6n/
a0.
000.
00
1536
27.3
718
1.40
182.
871.
47*
3.44
7.96
0.98
183.
850.
724
219
183.
0018
4.67
j1.
67**
4.04
6.78
0.72
185.
380.
474
0.59
9n/
a0.
00n/
a
1624
27.2
318
4.00
186.
002.
00*
3.14
8.67
1.17
187.
17n/
a20
.018
4.22
187.
09i
2.00
3.14
8.67
1.17
188.
26i
n/a
n/a
-0.0
780.
00n/
a
1724
27.0
918
4.42
188.
262.
003.
148.
631.
1618
9.42
n/a
23.0
184.
6018
7.45
i2.
003.
148.
621.
1618
8.61
in/
an/
a-1
.964
0.00
n/a
1812
3.37
185.
6018
8.61
1.00
0.79
4.29
0.29
188.
890.
895
76.0
187.
5018
9.29
1.00
0.79
4.29
0.29
189.
570.
894
0.89
40.
680
0.00
0.00
1912
3.44
195.
0019
6.00
1.00
*0.
794.
380.
3019
6.30
0.93
516
219
6.00
197.
511.
000.
794.
380.
3019
7.81
0.93
50.
935
1.51
40.
000.
00
Pro
ject
File
: S
WM
#5V-
2.st
mN
umbe
r of l
ines
: 19
Run
Dat
e: 0
2-10
-201
5
Not
es: *
Nor
mal
dep
th a
ssum
ed.;
** C
ritic
al d
epth
.; j-L
ine
cont
ains
hyd
. jum
p.; i
-Inle
t con
trol.
Hyd
raflo
w S
torm
Sew
ers
20052-50
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#6.s
tmN
o. L
ines
: 702
-10-
2015
Hyd
raflo
w S
torm
Sew
ers
2005
2-51
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd28
6.0
-0.3
Com
b0.
000.
250.
595.
015
4.69
3.27
164.
0518
Cir
0.01
30.
0016
8.50
88 T
O E
XIS
T
21
288.
0-0
.7C
omb
0.00
2.39
0.43
5.0
164.
251.
8416
9.55
18C
ir0.
013
0.00
173.
5089
TO
88
32
50.0
-0.1
MH
0.00
0.00
0.00
5.0
169.
753.
6017
1.55
18C
ir0.
013
0.00
175.
50M
10 T
O 8
9
43
55.0
-90.
1C
omb
0.00
0.14
0.65
5.0
171.
753.
1817
3.50
18C
ir0.
013
0.00
177.
5990
TO
M10
54
34.0
86.0
Com
b0.
000.
900.
405.
017
3.70
0.88
174.
0018
Cir
0.01
30.
0017
7.59
91 T
O 9
0
64
143.
0-2
5.3
Com
b0.
000.
110.
735.
017
3.70
4.37
179.
9518
Cir
0.01
30.
0018
3.94
92 T
O 9
0
76
31.0
82.4
Com
b0.
000.
330.
515.
018
0.15
0.81
180.
4018
Cir
0.01
30.
0018
3.94
93 T
O 9
2
Pro
ject
File
: S
WM
#6.s
tmN
umbe
r of l
ines
: 7D
ate:
02-
10-2
015
Hyd
raflo
w S
torm
Sew
ers
20052-52
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 88 TO EXIST 14.27 18 c 286.0 154.69 164.05 3.273 156.08 165.44 n/a 165.44 j End
2 89 TO 88 13.42 18 c 288.0 164.25 169.55 1.840 165.63 170.92 n/a 170.92 j 1
3 M10 TO 89 5.47 18 c 50.0 169.75 171.55 3.600 171.75 172.44 n/a 172.44 j 2
4 90 TO M10 5.51 18 c 55.0 171.75 173.50 3.182 172.68 174.40 n/a 174.40 j 3
5 91 TO 90 2.95 18 c 34.0 173.70 174.00 0.882 174.74 174.68 n/a 174.89 i 4
6 92 TO 90 2.02 18 c 143.0 173.70 179.95 4.371 174.76 180.49 n/a 180.49 j 4
7 93 TO 92 1.38 18 c 31.0 180.15 180.40 0.806 180.67 180.85 n/a 180.85 j 6
Project File: SWM#6.stm Number of lines: 7 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-53
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd28
6.0
0.25
4.12
0.59
0.15
1.87
5.0
7.1
7.6
14.2
719
.00
8.35
183.
2716
4.05
154.
6916
5.44
156.
0816
8.50
158.
2488
TO
EX
IST
21
288.
02.
393.
870.
431.
031.
735.
06.
57.
813
.42
14.2
57.
9218
1.84
169.
5516
4.25
170.
9216
5.63
173.
5016
8.50
89 T
O 8
8
32
50.0
0.00
1.48
0.00
0.00
0.70
5.0
6.3
7.8
5.47
19.9
24.
0418
3.60
171.
5516
9.75
172.
4417
1.75
175.
5017
3.50
M10
TO
89
43
55.0
0.14
1.48
0.65
0.09
0.70
5.0
6.1
7.9
5.51
18.7
34.
9018
3.18
173.
5017
1.75
174.
4017
2.68
177.
5917
5.50
90 T
O M
10
54
34.0
0.90
0.90
0.40
0.36
0.36
5.0
5.0
8.2
2.95
9.86
2.95
180.
8817
4.00
173.
7017
4.68
174.
7417
7.59
177.
5991
TO
90
64
143.
00.
110.
440.
730.
080.
255.
05.
28.
12.
0221
.95
2.51
184.
3717
9.95
173.
7018
0.49
174.
7618
3.94
177.
5992
TO
90
76
31.0
0.33
0.33
0.51
0.17
0.17
5.0
5.0
8.2
1.38
9.43
2.81
180.
8118
0.40
180.
1518
0.85
180.
6718
3.94
183.
9493
TO
92
Pro
ject
File
: S
WM
#6.s
tmN
umbe
r of l
ines
: 7R
un D
ate:
02-
10-2
015
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-54
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
188
1.21
5.52
3.33
3.40
Com
b6.
04.
000.
004.
002.
000.
016
2.00
0.02
00.
020
0.01
30.
2613
.00
0.25
12.5
50.
00O
ff
289
8.42
1.44
4.34
5.52
Com
b6.
04.
000.
004.
002.
000.
016
2.00
0.02
00.
020
0.01
30.
2914
.50
0.29
14.4
50.
001
3M
100.
000.
000.
000.
00M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
490
0.75
0.09
0.69
0.14
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
105.
000.
104.
850.
002
591
2.95
0.35
2.00
1.30
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
178.
500.
168.
100.
002
692
0.66
0.00
0.57
0.09
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
094.
500.
094.
450.
004
793
1.38
0.00
1.03
0.35
Com
b6.
04.
000.
004.
002.
000.
040
2.00
0.02
00.
020
0.01
30.
126.
000.
125.
850.
005
Pro
ject
File
: S
WM
#6.s
tmN
umbe
r of l
ines
: 7R
un D
ate:
02-
10-2
015
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-55
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#6
.stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
328
6.0
0.10
0.72
0.68
7.13
0.57
7.6
1.87
0.00
168.
5016
5.44
156.
089.
3618
3.27
8.35
14.2
788
TO
EX
IST
0.15
3.40
1.19
14.2
716
5.55
156.
1918
3.27
10.7
519
.00
0.00
0.00
0.00
164.
0515
4.69
9.36
Cir
21
Com
b0.
013
288.
00.
320.
620.
596.
530.
617.
81.
730.
0017
3.50
170.
9216
5.63
5.29
181.
847.
9213
.42
89 T
O 8
82.
073.
251.
1413
.42
171.
0516
5.75
181.
848.
0614
.25
0.00
0.00
0.00
169.
5516
4.25
5.30
Cir
32
MH
0.01
350
.00.
000.
300.
296.
320.
217.
80.
700.
0017
5.50
172.
4417
1.75
0.70
181.
394.
045.
47M
10 T
O 8
90.
001.
180.
415.
4717
3.05
171.
2518
3.60
11.2
819
.92
0.00
0.00
0.00
171.
5516
9.75
1.80
Cir
43
Com
b0.
013
55.0
0.07
0.30
0.29
6.13
0.19
7.9
0.70
0.00
177.
5917
4.40
172.
681.
7218
3.12
4.90
5.51
90 T
O M
100.
071.
180.
415.
5117
5.00
173.
2518
3.18
10.6
018
.73
0.00
0.00
0.00
173.
5017
1.75
1.75
Cir
54
Com
b0.
013
34.0
0.07
0.07
0.07
5.00
0.19
8.2
0.36
0.00
177.
5917
4.68
174.
74-0
.06
18-0
.18
2.95
2.95
91 T
O 9
00.
830.
830.
292.
9517
5.50
175.
2018
0.88
5.58
9.86
0.00
0.00
0.00
174.
0017
3.70
0.30
Cir
64
Com
b0.
013
143.
00.
070.
160.
155.
180.
958.
10.
250.
0018
3.94
180.
4917
4.76
5.73
184.
012.
512.
0292
TO
90
0.04
0.28
0.10
2.02
181.
4517
5.20
184.
3712
.42
21.9
50.
000.
000.
0017
9.95
173.
706.
25C
ir
76
Com
b0.
013
31.0
0.09
0.09
0.09
5.00
0.18
8.2
0.17
0.00
183.
9418
0.85
180.
670.
1718
0.56
2.81
1.38
93 T
O 9
20.
240.
240.
081.
3818
1.90
181.
6518
0.81
5.34
9.43
0.00
0.00
0.00
180.
4018
0.15
0.25
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#6.s
tm
Hyd
raflo
w S
torm
Sew
ers
20052-56
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
118
14.2
715
4.69
156.
081.
391.
718.
351.
0815
7.16
1.59
828
616
4.05
165.
44 j
1.39
**1.
718.
351.
0816
6.52
1.59
81.
598
n/a
0.00
0.00
218
13.4
216
4.25
165.
631.
381.
697.
900.
9716
6.60
1.41
928
816
9.55
170.
92 j
1.37
**1.
697.
940.
9817
1.90
1.42
51.
422
n/a
0.00
n/a
318
5.47
169.
7517
1.75
1.50
1.77
3.10
0.15
171.
900.
272
50.0
171.
5517
2.44
j0.
89**
1.10
4.99
0.39
172.
830.
617
0.44
4n/
a0.
00n/
a
418
5.51
171.
7517
2.68
0.93
1.15
4.79
0.36
173.
040.
554
55.0
173.
5017
4.40
j0.
90**
1.10
5.00
0.39
174.
790.
618
0.58
6n/
a0.
000.
00
518
2.95
173.
7017
4.74
1.04
1.31
2.25
0.08
174.
82n/
a34
.017
4.00
174.
68i
0.70
0.81
3.65
0.21
174.
89i
n/a
n/a
-0.1
390.
00n/
a
618
2.02
173.
7017
4.76
1.06
1.34
1.51
0.04
174.
800.
051
143
179.
9518
0.49
j0.
54**
0.58
3.51
0.19
180.
680.
473
0.26
2n/
a0.
000.
00
718
1.38
180.
1518
0.67
0.52
0.55
2.50
0.10
180.
770.
250
31.0
180.
4018
0.85
j0.
45**
0.44
3.11
0.15
181.
000.
457
0.35
3n/
a0.
00n/
a
Pro
ject
File
: S
WM
#6.s
tmN
umbe
r of l
ines
: 7R
un D
ate:
02-
10-2
015
Not
es: ;
**
Crit
ical
dep
th.;
j-Lin
e co
ntai
ns h
yd. j
ump.
; i-In
let c
ontro
l.
Hyd
raflo
w S
torm
Sew
ers
20052-57
Hyd
raflo
w P
lan
View
Pro
ject
File
: S
WM
#7V-
2.st
mN
o. L
ines
: 14
02-1
0-20
15
Hyd
raflo
w S
torm
Sew
ers
2005
2-58
Stor
m S
ewer
Inve
ntor
y R
epor
tPa
ge 1
Line
Alig
nmen
tFl
ow D
ata
Phys
ical
Dat
aLi
ne ID
No.
Dns
trLi
neD
efl
Junc
Kno
wn
Drn
gR
unof
fIn
let
Inve
rtLi
neIn
vert
Line
Line
NJ-
loss
Inle
t/lin
ele
ngth
angl
ety
peQ
area
coef
ftim
eEl
Dn
slop
eEl
Up
size
type
valu
eco
eff
Rim
El
No.
(ft)
(deg
)(c
fs)
(ac)
(C)
(min
)(ft
)(%
)(ft
)(in
)(n
)(K
)(ft
)
1E
nd51
.017
9.3
Com
b0.
000.
100.
835.
088
.25
3.92
90.2
518
Cir
0.01
30.
0094
.50
106
TO E
X
21
165.
01.
1C
omb
0.00
0.11
0.73
5.0
90.5
05.
6499
.80
15C
ir0.
013
0.00
104.
0010
8 TO
106
32
165.
0-0
.3C
omb
0.00
0.20
0.74
5.0
100.
005.
7610
9.50
15C
ir0.
013
0.00
114.
4810
9 TO
108
43
296.
0-0
.1C
omb
0.00
0.24
0.68
5.0
109.
707.
9713
3.30
15C
ir0.
013
0.00
138.
0011
1 TO
109
51
32.0
89.7
Com
b0.
000.
250.
695.
090
.50
1.56
91.0
015
Cir
0.01
30.
0095
.00
107
TO 1
06
63
32.0
89.1
Com
b0.
000.
180.
685.
010
9.70
0.78
109.
9515
Cir
0.01
30.
0011
4.48
110
TO 1
09
74
32.0
89.9
Com
b0.
000.
140.
745.
013
3.50
1.41
133.
9515
Cir
0.01
30.
0013
8.45
112
TO 1
11
85
51.0
-36.
4D
rGrt
6.31
0.00
0.00
5.0
91.2
09.
4196
.00
15C
ir0.
013
0.00
101.
7510
7A T
O 1
07
92
40.0
52.5
Com
b0.
000.
260.
795.
010
0.00
4.25
101.
7015
Cir
0.01
30.
0010
5.45
108A
TO
108
10E
nd5.
0-9
2.0
MH
0.00
0.00
0.00
5.0
140.
250.
6014
0.28
30C
ir0.
013
0.00
146.
50M
16 T
O E
X
1110
79.0
-68.
3C
omb
0.00
0.68
0.45
5.0
140.
480.
5114
0.88
30C
ir0.
013
0.00
148.
0011
3 TO
M16
1211
99.0
17.7
MH
31.0
00.
000.
005.
014
1.38
0.63
142.
0024
Cir
0.01
30.
0014
9.00
SW
M2
TO 1
13
1310
28.0
92.0
Com
b0.
000.
460.
745.
014
1.53
0.96
141.
8015
Cir
0.01
30.
0014
6.00
114
TO M
16
1413
32.0
-90.
0C
omb
0.00
0.68
0.60
5.0
142.
001.
5614
2.50
15C
ir0.
013
0.00
146.
0011
5 TO
114
Pro
ject
File
: S
WM
#7V-
2.st
mN
umbe
r of l
ines
: 14
Dat
e: 0
2-10
-201
5
Hyd
raflo
w S
torm
Sew
ers
20052-59
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL DnsNo. rate size length EL Dn EL Up slope down up loss Junct line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) (ft) No.
1 106 TO EX 14.27 18 c 51.0 88.25 90.25 3.922 89.64 91.64 n/a 91.64 j End
2 108 TO 106 6.18 15 c 165.0 90.50 99.80 5.636 92.33 100.79 n/a 100.79 j 1
3 109 TO 108 4.12 15 c 165.0 100.00 109.50 5.758 101.16 110.31 n/a 110.31 j 2
4 111 TO 109 2.17 15 c 296.0 109.70 133.30 7.973 110.63 133.89 n/a 133.89 j 3
5 107 TO 106 7.72 15 c 32.0 90.50 91.00 1.563 92.11* 92.61* n/a 93.22 i 1
6 110 TO 109 1.00 15 c 32.0 109.70 109.95 0.781 110.64 110.64 0.00 110.64 3
7 112 TO 111 0.85 15 c 32.0 133.50 133.95 1.406 134.11 134.32 n/a 134.32 j 4
8 107A TO 107 6.31 15 c 51.0 91.20 96.00 9.412 93.22 97.01 n/a 97.01 j 5
9 108A TO 108 1.68 15 c 40.0 100.00 101.70 4.250 101.31 102.22 n/a 102.22 j 2
10 M16 TO EX 39.53 30 c 5.0 140.25 140.28 0.600 144.59* 144.64* 0.00 144.64 End
11 113 TO M16 33.49 30 c 79.0 140.48 140.88 0.506 144.92* 145.45* 0.00 145.45 10
12 SWM2 TO 113 31.00 24 c 99.0 141.38 142.00 0.626 145.45* 147.31* 0.00 147.31 11
13 114 TO M16 6.09 15 c 28.0 141.53 141.80 0.964 145.26* 145.51* 0.00 145.51 10
14 115 TO 114 3.34 15 c 32.0 142.00 142.50 1.563 145.78* 145.86* 0.00 145.86 13
Project File: SWM#7V-2.stm Number of lines: 14 Run Date: 02-10-2015
NOTES: c = cir; e = ellip; b = box; Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; i - Inlet control. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
2-60
Stor
m S
ewer
Tab
ulat
ion
Page
1
Stat
ion
Len
Drn
g Ar
eaR
noff
Area
x C
TcR
ain
Tota
lC
apVe
lPi
peIn
vert
Ele
vH
GL
Elev
Grn
d / R
im E
lev
Line
IDco
eff
(I)flo
wfu
llLi
neTo
Incr
Tota
lIn
crTo
tal
Inle
tSy
stSi
zeSl
ope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min
)(m
in)
(in/h
r)(c
fs)
(cfs
)(ft
/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1E
nd51
.00.
101.
480.
830.
081.
085.
08.
17.
414
.27
20.8
08.
3518
3.92
90.2
588
.25
91.6
489
.64
94.5
092
.00
106
TO E
X
21
165.
00.
111.
130.
730.
080.
825.
07.
67.
56.
1815
.33
5.47
155.
6499
.80
90.5
010
0.79
92.3
310
4.00
94.5
010
8 TO
106
32
165.
00.
200.
760.
740.
150.
545.
06.
97.
74.
1215
.49
4.18
155.
7610
9.50
100.
0011
0.31
101.
1611
4.48
104.
0010
9 TO
108
43
296.
00.
240.
380.
680.
160.
275.
05.
38.
12.
1718
.23
3.01
157.
9713
3.30
109.
7013
3.89
110.
6313
8.00
114.
4811
1 TO
109
51
32.0
0.25
0.25
0.69
0.17
0.17
5.0
5.2
8.2
7.72
8.07
6.29
151.
5691
.00
90.5
092
.61
92.1
195
.00
94.5
010
7 TO
106
63
32.0
0.18
0.18
0.68
0.12
0.12
5.0
5.0
8.2
1.00
5.71
1.22
150.
7810
9.95
109.
7011
0.64
110.
6411
4.48
114.
4811
0 TO
109
74
32.0
0.14
0.14
0.74
0.10
0.10
5.0
5.0
8.2
0.85
7.66
2.12
151.
4113
3.95
133.
5013
4.32
134.
1113
8.45
138.
0011
2 TO
111
85
51.0
0.00
0.00
0.00
0.00
0.00
5.0
5.0
0.0
6.31
19.8
15.
5515
9.41
96.0
091
.20
97.0
193
.22
101.
7595
.00
107A
TO
107
92
40.0
0.26
0.26
0.79
0.21
0.21
5.0
5.0
8.2
1.68
13.3
12.
4315
4.25
101.
7010
0.00
102.
2210
1.31
105.
4510
4.00
108A
TO
108
10E
nd5.
00.
001.
820.
000.
001.
055.
05.
48.
139
.53
31.7
78.
0530
0.60
140.
2814
0.25
144.
6414
4.59
146.
5014
6.13
M16
TO
EX
1110
79.0
0.68
0.68
0.45
0.31
0.31
5.0
5.2
8.1
33.4
929
.18
6.82
300.
5114
0.88
140.
4814
5.45
144.
9214
8.00
146.
5011
3 TO
M16
1211
99.0
0.00
0.00
0.00
0.00
0.00
5.0
5.0
0.0
31.0
017
.90
9.87
240.
6314
2.00
141.
3814
7.31
145.
4514
9.00
148.
00S
WM
2 TO
113
1310
28.0
0.46
1.14
0.74
0.34
0.75
5.0
5.2
8.1
6.09
6.34
4.96
150.
9614
1.80
141.
5314
5.51
145.
2614
6.00
146.
5011
4 TO
M16
1413
32.0
0.68
0.68
0.60
0.41
0.41
5.0
5.0
8.2
3.34
8.07
2.73
151.
5614
2.50
142.
0014
5.86
145.
7814
6.00
146.
0011
5 TO
114
Pro
ject
File
: S
WM
#7V-
2.st
mN
umbe
r of l
ines
: 14
Run
Dat
e: 0
2-10
-201
5
NO
TES
: Int
ensi
ty =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
Ret
urn
perio
d =
100
Yrs
.
Hyd
raflo
w S
torm
Sew
ers
2005
2-61
Inle
t Rep
ort
Page
1
Line
Inle
t ID
Q =
QJu
ncC
urb
Inle
tG
rate
Inle
tG
utte
rIn
let
Byp
No
CIA
carr
yca
ptby
pty
pelin
eH
tL
area
LW
SoW
SwSx
nD
epth
Spre
adD
epth
Spre
adD
epr
No
(cfs
)(c
fs)
(cfs
)(c
fs)
(in)
(ft)
(sqf
t)(ft
)(ft
)(ft
/ft)
(ft)
(ft/ft
)(ft
/ft)
(ft)
(ft)
(ft)
(ft)
(in)
110
60.
680.
150.
720.
11C
omb
6.0
6.00
0.00
4.00
2.00
0.05
32.
000.
020
0.02
00.
013
0.10
5.00
0.09
4.60
0.00
Off
210
80.
660.
320.
830.
15C
omb
6.0
6.00
0.00
4.00
2.00
0.05
02.
000.
020
0.02
00.
013
0.10
5.00
0.10
4.95
0.00
1
310
91.
210.
261.
150.
32C
omb
6.0
6.00
0.00
4.00
2.00
0.06
02.
000.
020
0.02
00.
013
0.12
6.00
0.11
5.55
0.00
2
411
11.
340.
001.
080.
26C
omb
6.0
6.00
0.00
4.00
2.00
0.08
02.
000.
020
0.02
00.
013
0.11
5.50
0.10
5.10
0.00
3
510
71.
410.
181.
220.
37C
omb
6.0
6.00
0.00
4.00
2.00
0.05
32.
000.
020
0.02
00.
013
0.12
6.00
0.12
5.85
0.00
Off
611
01.
000.
090.
920.
18C
omb
6.0
6.00
0.00
4.00
2.00
0.06
02.
000.
020
0.02
00.
013
0.10
5.00
0.10
4.95
0.00
5
711
20.
850.
000.
760.
09C
omb
6.0
6.00
0.00
4.00
2.00
0.08
02.
000.
020
0.02
00.
013
0.09
4.50
0.09
4.30
0.00
6
810
7A6.
31*
0.00
6.31
0.00
DrG
rt0.
00.
002.
004.
002.
00S
ag2.
000.
050
0.05
00.
000
0.41
18.4
10.
4118
.41
0.00
Off
910
8A1.
680.
001.
680.
00C
omb
6.0
6.00
0.00
4.00
2.00
0.04
82.
000.
080
0.05
00.
013
0.21
3.00
0.20
2.86
0.00
2
10M
160.
000.
750.
000.
75M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
1111
32.
510.
001.
760.
75C
omb
6.0
6.00
0.00
4.00
2.00
0.01
12.
000.
020
0.02
00.
013
0.19
9.50
0.19
9.30
0.00
10
12S
WM
231
.00*
0.00
0.00
31.0
0M
H0.
00.
000.
000.
000.
00S
ag0.
000.
000
0.00
00.
000
0.00
0.00
0.00
0.00
0.00
Off
1311
42.
790.
002.
790.
00C
omb
6.0
6.00
2.00
4.00
2.00
Sag
2.00
0.02
00.
020
0.00
00.
2412
.00
0.24
12.0
00.
00O
ff
1411
53.
340.
003.
340.
00C
omb
6.0
6.00
2.00
4.00
2.00
Sag
2.00
0.02
00.
020
0.00
00.
2713
.50
0.27
13.5
00.
00O
ff
Pro
ject
File
: S
WM
#7V-
2.st
mN
umbe
r of l
ines
: 14
Run
Dat
e: 0
2-10
-201
5
NO
TES
: In
let N
-Val
ues
= 0
.013
; In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87;
R
etur
n pe
riod
= 1
00 Y
rs. ;
* In
dica
tes
Kno
wn
Q a
dded
Hyd
raflo
w S
torm
Sew
ers
20052-62
FL-D
OT
Rep
ort
Page
1
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#7
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1E
ndC
omb
0.01
351
.00.
080.
930.
888.
050.
107.
41.
080.
0094
.50
91.6
489
.64
2.00
183.
928.
3514
.27
106
TO E
X0.
020.
550.
1914
.27
91.7
589
.75
183.
9211
.77
20.8
00.
000.
000.
0090
.25
88.2
52.
00C
ir
21
Com
b0.
013
165.
00.
070.
710.
677.
550.
507.
50.
820.
0010
4.00
100.
7992
.33
8.46
155.
135.
476.
1810
8 TO
106
0.04
0.42
0.15
6.18
101.
0591
.75
155.
6412
.49
15.3
30.
000.
000.
0099
.80
90.5
09.
30C
ir
32
Com
b0.
013
165.
00.
130.
450.
436.
890.
667.
70.
540.
0011
4.48
110.
3110
1.16
9.15
155.
554.
184.
1210
9 TO
108
0.07
0.31
0.11
4.12
110.
7510
1.25
155.
7612
.63
15.4
90.
000.
000.
0010
9.50
100.
009.
50C
ir
43
Com
b0.
013
296.
00.
130.
220.
215.
251.
648.
10.
270.
0013
8.00
133.
8911
0.63
23.2
515
7.86
3.01
2.17
111
TO 1
090.
110.
160.
062.
1713
4.55
110.
9515
7.97
14.8
618
.23
0.00
0.00
0.00
133.
3010
9.70
23.6
0C
ir
51
Com
b0.
013
32.0
0.14
0.14
0.13
5.15
0.08
8.2
0.17
0.00
95.0
092
.61
92.1
10.
5015
1.56
6.29
7.72
107
TO 1
060.
110.
110.
047.
7292
.25
91.7
515
1.56
6.58
8.07
0.00
0.00
0.00
91.0
090
.50
0.50
Cir
63
Com
b0.
013
32.0
0.10
0.10
0.10
5.00
0.44
8.2
0.12
0.00
114.
4811
0.64
110.
640.
0015
0.00
1.22
1.00
110
TO 1
090.
080.
080.
031.
0011
1.20
110.
9515
0.78
4.65
5.71
0.00
0.00
0.00
109.
9510
9.70
0.25
Cir
74
Com
b0.
013
32.0
0.09
0.09
0.09
5.00
0.25
8.2
0.10
0.00
138.
4513
4.32
134.
110.
2115
0.66
2.12
0.85
112
TO 1
110.
050.
050.
020.
8513
5.20
134.
7515
1.41
6.24
7.66
0.00
0.00
0.00
133.
9513
3.50
0.45
Cir
85
DrG
rt0.
013
51.0
0.00
0.00
0.00
5.00
0.15
0.0
0.00
6.31
101.
7597
.01
93.2
23.
7815
7.41
5.55
6.31
107A
TO
107
0.00
0.00
0.00
6.31
97.2
592
.45
159.
4116
.14
19.8
10.
000.
000.
0096
.00
91.2
04.
80C
ir
92
Com
b0.
013
40.0
0.19
0.19
0.18
5.00
0.27
8.2
0.21
0.00
105.
4510
2.22
101.
310.
9115
2.28
2.43
1.68
108A
TO
108
0.07
0.07
0.02
1.68
102.
9510
1.25
154.
2510
.85
13.3
10.
000.
000.
0010
1.70
100.
001.
70C
ir
10E
ndM
H0.
013
5.0
0.00
0.69
0.66
5.36
0.01
8.1
1.05
0.00
146.
5014
4.64
144.
590.
0530
0.94
8.05
39.5
3M
16 T
O E
X0.
001.
130.
4039
.53
142.
7814
2.75
300.
606.
4731
.77
0.00
0.00
0.00
140.
2814
0.25
0.03
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#7V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-63
FL-D
OT
Rep
ort
Page
2
Line
ToTy
pen
-Le
nD
rain
age
Area
Tim
eTi
me
Inte
nTo
tal
Add
Inle
tEl
ev o
f HG
LR
ise
HG
LAc
tual
Dat
e: 0
2-10
-201
5N
oLi
neof
valu
eof
of(I)
CA
Qel
evst
ruc
C1
= 0
.95
conc
flow
Elev
of C
row
nSp
anPi
peFu
ll Fl
owFr
eque
ncy:
100
yrs
C2
= 0
.35
inTo
tal
C3
= 0
.8se
ctflo
wEl
ev o
f Inv
ert
Proj
: SW
M#7
V-2.
stm
Incr
e-Su
b-Su
mQ
Up
Dow
nFa
llSi
zeSl
ope
Vel
Cap
men
tto
tal
CA
(ft)
(ac)
(ac)
(min
)(m
in)
(in/h
r)(c
fs)
(ft)
(ft)
(ft)
(ft)
(in)
(%)
(ft/s
)(c
fs)
Line
des
crip
tion
1110
Com
b0.
013
79.0
0.11
0.11
0.10
5.17
0.19
8.1
0.31
0.00
148.
0014
5.45
144.
920.
5330
0.67
6.82
33.4
911
3 TO
M16
0.57
0.57
0.20
33.4
914
3.38
142.
9830
0.51
5.95
29.1
80.
000.
000.
0014
0.88
140.
480.
40C
ir
1211
MH
0.01
399
.00.
000.
000.
005.
000.
170.
00.
0031
.00
149.
0014
7.31
145.
451.
8624
1.88
9.87
31.0
0S
WM
2 TO
113
0.00
0.00
0.00
31.0
014
4.00
143.
3824
0.63
5.70
17.9
00.
000.
000.
0014
2.00
141.
380.
62C
ir
1310
Com
b0.
013
28.0
0.30
0.58
0.55
5.20
0.09
8.1
0.75
0.00
146.
0014
5.51
145.
260.
2515
0.89
4.96
6.09
114
TO M
160.
160.
560.
206.
0914
3.05
142.
7815
0.96
5.17
6.34
0.00
0.00
0.00
141.
8014
1.53
0.27
Cir
1413
Com
b0.
013
32.0
0.28
0.28
0.27
5.00
0.20
8.2
0.41
0.00
146.
0014
5.86
145.
780.
0915
0.27
2.73
3.34
115
TO 1
140.
400.
400.
143.
3414
3.75
143.
2515
1.56
6.58
8.07
0.00
0.00
0.00
142.
5014
2.00
0.50
Cir
NO
TES
: In
tens
ity =
132
.40
/ (In
let t
ime
+ 19
.10)
^ 0
.87
(in/
hr)
Pro
ject
File
: S
WM
#7V-
2.st
m
Hyd
raflo
w S
torm
Sew
ers
20052-64
Hyd
raul
ic G
rade
Lin
e C
ompu
tatio
nsPa
ge 1
Line
Size
QD
owns
trea
mLe
nU
pstr
eam
Che
ckJL
Min
orco
eff
loss
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Inve
rtH
GL
Dep
thAr
eaVe
lVe
lEG
LSf
Ave
Enrg
yel
evel
evhe
adel
evel
evel
evhe
adel
evSf
loss
(in)
(cfs
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(ft
)(ft
)(ft
)(ft
)(s
qft)
(ft/s
)(ft
)(ft
)(%
)(%
)(ft
)(K
)(ft
)
118
14.2
788
.25
89.6
41.
391.
718.
351.
0890
.72
1.59
951
.090
.25
91.6
4 j
1.39
**1.
718.
351.
0892
.72
1.59
91.
599
n/a
0.00
n/a
215
6.18
90.5
092
.33
1.25
1.23
5.03
0.39
92.7
20.
916
165
99.8
010
0.79
j0.
99**
1.05
5.90
0.54
101.
340.
968
0.94
2n/
a0.
00n/
a
315
4.12
100.
0010
1.16
1.16
1.19
3.47
0.19
101.
350.
353
165
109.
5011
0.31
j0.
81**
0.84
4.88
0.37
110.
680.
712
0.53
2n/
a0.
000.
00
415
2.17
109.
7011
0.63
0.93
0.98
2.20
0.08
110.
710.
136
296
133.
3013
3.89
j0.
59**
0.57
3.81
0.23
134.
110.
552
0.34
4n/
a0.
00n/
a
515
7.72
90.5
092
.11
1.25
1.23
6.29
0.61
92.7
2n/
a32
.091
.00
92.6
1i1.
251.
236.
290.
6193
.22i
n/a
n/a
-0.1
150.
00n/
a
615
1.00
109.
7011
0.64
0.94
0.99
1.01
0.02
110.
660.
029
32.0
109.
9511
0.64
0.69
0.70
1.44
0.03
110.
670.
069
0.04
90.
016
0.00
0.00
715
0.85
133.
5013
4.11
0.61
0.59
1.44
0.03
134.
140.
076
32.0
133.
9513
4.32
j0.
37**
0.30
2.81
0.12
134.
440.
481
0.27
9n/
a0.
00n/
a
815
6.31
91.2
093
.22
1.25
1.23
5.14
0.41
93.6
40.
955
51.0
96.0
097
.01
j1.
01**
1.06
5.97
0.55
97.5
60.
989
0.97
2n/
a0.
00n/
a
915
1.68
100.
0010
1.31
1.25
1.23
1.37
0.03
101.
340.
068
40.0
101.
7010
2.22
j0.
52**
0.48
3.49
0.19
102.
410.
522
0.29
5n/
a0.
00n/
a
1030
39.5
314
0.25
144.
592.
504.
918.
051.
0114
5.60
0.93
05.
014
0.28
144.
642.
504.
918.
051.
0114
5.65
0.92
90.
929
0.04
60.
000.
00
1130
33.4
914
0.48
144.
922.
504.
916.
820.
7214
5.65
0.66
779
.014
0.88
145.
452.
504.
916.
820.
7214
6.17
0.66
70.
667
0.52
70.
000.
00
1224
31.0
014
1.38
145.
452.
003.
149.
871.
5114
6.96
1.87
999
.014
2.00
147.
312.
003.
149.
871.
5114
8.82
1.87
91.
879
1.86
00.
000.
00
1315
6.09
141.
5314
5.26
1.25
1.23
4.96
0.38
145.
650.
890
28.0
141.
8014
5.51
1.25
1.23
4.96
0.38
145.
890.
890
0.89
00.
249
0.00
0.00
1415
3.34
142.
0014
5.78
1.25
1.23
2.73
0.12
145.
890.
268
32.0
142.
5014
5.86
1.25
1.23
2.73
0.12
145.
980.
268
0.26
80.
086
0.00
0.00
Pro
ject
File
: S
WM
#7V-
2.st
mN
umbe
r of l
ines
: 14
Run
Dat
e: 0
2-10
-201
5
Not
es: ;
**
Crit
ical
dep
th.;
j-Lin
e co
ntai
ns h
yd. j
ump.
; i-In
let c
ontro
l.
Hyd
raflo
w S
torm
Sew
ers
20052-65
2-66
2-67
2-68
2-69
2-70
2-71
2-72
2-73
2-74
2-75
2-76
Hydrograph Return Period RecapHyd. Hydrograph Inflow Peak Outflow (cfs) HydrographNo. type Hyd(s) description
(origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
1 SCS Runoff ------ 4.660 8.441 ------- 15.73 22.27 28.36 34.66 41.12 Pre Dev Area #1
2 SCS Runoff ------ 15.72 23.48 ------- 37.44 49.43 60.14 70.98 81.90 Post Dev SWM #1 Watershed
3 Reservoir 2 3.713 6.310 ------- 12.78 16.15 18.58 23.83 32.66 SWM #1 Discharge
6 SCS Runoff ------ 8.040 16.00 ------- 32.10 46.58 60.06 74.18 88.88 Pre Dev. Area #2
8 SCS Runoff ------ 10.91 14.28 ------- 19.89 24.34 28.22 32.08 35.92 Post Dev SWM #3 Watershed
9 Reservoir 8 1.360 1.490 ------- 1.669 1.797 2.602 6.227 11.71 SWM #3 Discharge
11 SCS Runoff ------ 27.84 39.36 ------- 59.70 76.33 90.98 105.66 120.34 Post Dev SWM 2 Watershed
12 Combine 9, 11 29.11 40.67 ------- 61.17 77.90 92.63 107.39 122.13 Total Flow to SWM #2
13 Reservoir 12 5.670 7.106 ------- 13.01 15.90 17.83 28.04 34.25 Basin 2 Discharge
14 SCS Runoff ------ 1.074 1.772 ------- 3.078 4.205 5.237 6.321 7.424 Post Dev Area 2 Undetained Flow
15 Combine 13, 14 6.260 7.784 ------- 14.13 18.25 20.95 29.73 37.39 Post Dev Area 2 Total Flow
17 SCS Runoff ------ 9.885 19.62 ------- 38.96 56.29 72.55 89.68 107.34 Pre Dev. Area #3
18 SCS Runoff ------ 28.66 41.73 ------- 64.80 83.85 100.73 117.71 134.74 Post Dev SWM #4 Watershed
19 Reservoir 18 9.297 13.02 ------- 28.16 35.87 50.36 68.70 86.43 SWM #4 Discharge
22 SCS Runoff ------ 1.682 5.156 ------- 13.70 22.03 30.02 38.53 47.44 Pre Dev. Area #4
23 Reservoir 22 0.005 0.112 ------- 0.240 0.770 2.182 5.944 17.31 Existing Pond Discharg
24 SCS Runoff ------ 9.906 17.63 ------- 32.43 45.54 57.75 70.37 83.29 Post Dev SWM #5 Watershed
25 Reservoir 24 0.000 0.000 ------- 0.231 0.327 2.059 5.111 12.39 Modified Pond Discharg
Proj. file: SWM Sports Complex.gpw Thursday, Feb 26, 2015
Hydraflow Hydrographs by Intelisolve v9.24
3-1
Hydrograph Summary ReportHyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total HydrographNo. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 4.660 2 724 15,691 ------ ------ ------ Pre Dev Area #1
2 SCS Runoff 15.72 2 718 31,514 ------ ------ ------ Post Dev SWM #1 Watershed
3 Reservoir 3.713 2 726 31,511 2 104.82 8,937 SWM #1 Discharge
6 SCS Runoff 8.040 2 730 38,234 ------ ------ ------ Pre Dev. Area #2
8 SCS Runoff 10.91 2 716 22,526 ------ ------ ------ Post Dev SWM #3 Watershed
9 Reservoir 1.360 2 732 22,521 8 160.59 9,325 SWM #3 Discharge
11 SCS Runoff 27.84 2 718 55,932 ------ ------ ------ Post Dev SWM 2 Watershed
12 Combine 29.11 2 718 78,453 9, 11 ------ ------ Total Flow to SWM #2
13 Reservoir 5.670 2 728 78,449 12 145.53 20,186 Basin 2 Discharge
14 SCS Runoff 1.074 2 718 2,236 ------ ------ ------ Post Dev Area 2 Undetained Flow
15 Combine 6.260 2 720 80,684 13, 14 ------ ------ Post Dev Area 2 Total Flow
17 SCS Runoff 9.885 2 726 41,722 ------ ------ ------ Pre Dev. Area #3
18 SCS Runoff 28.66 2 724 91,449 ------ ------ ------ Post Dev SWM #4 Watershed
19 Reservoir 9.297 2 742 91,442 18 156.07 27,417 SWM #4 Discharge
22 SCS Runoff 1.682 2 730 12,391 ------ ------ ------ Pre Dev. Area #4
23 Reservoir 0.005 2 1466 679 22 172.13 12,370 Existing Pond Discharg
24 SCS Runoff 9.906 2 726 37,073 ------ ------ ------ Post Dev SWM #5 Watershed
25 Reservoir 0.000 2 n/a 0 24 172.58 37,073 Modified Pond Discharg
SWM Sports Complex.gpw Return Period: 1 Year Thursday, Feb 26, 2015
Hydraflow Hydrographs by Intelisolve v9.24
3-2
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 1 Pre Dev Area #1
Hydrograph type = SCS Runoff Peak discharge = 4.660 cfsStorm frequency = 1 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 15,691 cuftDrainage area = 8.800 ac Curve number = 70*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 16.10 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(0.620 x 58) + (8.180 x 71)] / 8.800
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
1.00 1.00
2.00 2.00
3.00 3.00
4.00 4.00
5.00 5.00
Q (cfs)
Time (hrs)
Pre Dev Area #1Hyd. No. 1 -- 1 Year
Hyd No. 1
3-3
TR55 Tc WorksheetHydraflow Hydrographs by Intelisolve v9.24
Hyd. No. 1 Pre Dev Area #1
Description A B C Totals
Sheet FlowManning's n-value = 0.150 0.011 0.011Flow length (ft) = 150.0 0.0 0.0Two-year 24-hr precip. (in) = 3.20 0.00 0.00Land slope (%) = 3.70 0.00 0.00
Travel Time (min) = 10.60 + 0.00 + 0.00 = 10.60
Shallow Concentrated FlowFlow length (ft) = 1340.00 0.00 0.00Watercourse slope (%) = 6.30 0.00 0.00Surface description = Unpaved Paved PavedAverage velocity (ft/s) = 4.05 0.00 0.00
Travel Time (min) = 5.51 + 0.00 + 0.00 = 5.51
Channel FlowX sectional flow area (sqft) = 0.00 0.00 0.00Wetted perimeter (ft) = 0.00 0.00 0.00Channel slope (%) = 0.00 0.00 0.00Manning's n-value = 0.015 0.015 0.015Velocity (ft/s) = 0.00 0.00 0.00Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc .............................................................................. 16.10 min
3-4
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 2 Post Dev SWM #1 Watershed
Hydrograph type = SCS Runoff Peak discharge = 15.72 cfsStorm frequency = 1 yrs Time to peak = 11.97 hrsTime interval = 2 min Hyd. volume = 31,514 cuftDrainage area = 10.850 ac Curve number = 78*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = + (8.950 x 74) + (0.180 x 85) + (0.060 x 89) + (1.660 x 98)] / 10.850
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
3.00 3.00
6.00 6.00
9.00 9.00
12.00 12.00
15.00 15.00
18.00 18.00
Q (cfs)
Time (hrs)
Post Dev SWM #1 WatershedHyd. No. 2 -- 1 Year
Hyd No. 2
3-5
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 3 SWM #1 Discharge
Hydrograph type = Reservoir Peak discharge = 3.713 cfsStorm frequency = 1 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 31,511 cuftInflow hyd. No. = 2 - Post Dev SWM #1 Watershed Max. Elevation = 104.82 ftReservoir name = Detention Basin 1 Max. Storage = 8,937 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
3.00 3.00
6.00 6.00
9.00 9.00
12.00 12.00
15.00 15.00
18.00 18.00
Q (cfs)
Time (hrs)
SWM #1 DischargeHyd. No. 3 -- 1 Year
Hyd No. 3 Hyd No. 2 Total storage used = 8,937 cuft
3-6
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 5 - Detention Basin 1Pond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 102.00 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 102.00 00 0 02.00 104.00 5,270 3,513 3,5134.00 106.00 8,176 13,339 16,8526.00 108.00 11,198 19,293 36,1457.00 109.00 12,981 12,077 48,2228.00 110.00 14,764 13,862 62,084
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 24.00 10.00 18.00 0.00Span (in) = 24.00 10.00 18.00 0.00No. Barrels = 1 1 1 0Invert El. (ft) = 102.00 102.00 105.00 0.00Length (ft) = 75.00 0.00 0.00 0.00Slope (%) = 1.00 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a Yes Yes No
Crest Len (ft) = 4.00 0.00 0.00 0.00Crest El. (ft) = 108.50 0.00 0.00 0.00Weir Coeff. = 3.33 3.33 3.33 3.33Weir Type = Rect --- --- ---Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Wet area)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
Stage (ft)
0.00 102.00
2.00 104.00
4.00 106.00
6.00 108.00
8.00 110.00
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-7
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 6 Pre Dev. Area #2
Hydrograph type = SCS Runoff Peak discharge = 8.040 cfsStorm frequency = 1 yrs Time to peak = 12.17 hrsTime interval = 2 min Hyd. volume = 38,234 cuftDrainage area = 23.940 ac Curve number = 68*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 20.50 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(5.130 x 58) + (18.810 x 71)] / 23.940
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (hrs)
Pre Dev. Area #2Hyd. No. 6 -- 1 Year
Hyd No. 6
3-8
TR55 Tc WorksheetHydraflow Hydrographs by Intelisolve v9.24
Hyd. No. 6 Pre Dev. Area #2
Description A B C Totals
Sheet FlowManning's n-value = 0.150 0.011 0.011Flow length (ft) = 150.0 0.0 0.0Two-year 24-hr precip. (in) = 3.20 0.00 0.00Land slope (%) = 5.30 0.00 0.00
Travel Time (min) = 9.18 + 0.00 + 0.00 = 9.18
Shallow Concentrated FlowFlow length (ft) = 1940.00 0.00 0.00Watercourse slope (%) = 3.12 0.00 0.00Surface description = Unpaved Paved PavedAverage velocity (ft/s) = 2.85 0.00 0.00
Travel Time (min) = 11.35 + 0.00 + 0.00 = 11.35
Channel FlowX sectional flow area (sqft) = 0.00 0.00 0.00Wetted perimeter (ft) = 0.00 0.00 0.00Channel slope (%) = 0.00 0.00 0.00Manning's n-value = 0.015 0.015 0.015Velocity (ft/s) = 0.00 0.00 0.00Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc .............................................................................. 20.50 min
3-9
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 8 Post Dev SWM #3 Watershed
Hydrograph type = SCS Runoff Peak discharge = 10.91 cfsStorm frequency = 1 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 22,526 cuftDrainage area = 3.890 ac Curve number = 91*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(1.200 x 74) + (2.690 x 98)] / 3.890
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
12.00 12.00
Q (cfs)
Time (hrs)
Post Dev SWM #3 WatershedHyd. No. 8 -- 1 Year
Hyd No. 8
3-10
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 9 SWM #3 Discharge
Hydrograph type = Reservoir Peak discharge = 1.360 cfsStorm frequency = 1 yrs Time to peak = 12.20 hrsTime interval = 2 min Hyd. volume = 22,521 cuftInflow hyd. No. = 8 - Post Dev SWM #3 Watershed Max. Elevation = 160.59 ftReservoir name = Detention Basin 3 Max. Storage = 9,325 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
12.00 12.00
Q (cfs)
Time (hrs)
SWM #3 DischargeHyd. No. 9 -- 1 Year
Hyd No. 9 Hyd No. 8 Total storage used = 9,325 cuft
3-11
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 3 - Detention Basin 3Pond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 158.00 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 158.00 00 0 02.00 160.00 7,090 4,726 4,7263.00 161.00 8,582 7,823 12,5504.00 162.00 10,074 9,317 21,8675.00 163.00 12,050 11,046 32,9136.00 164.00 14,026 13,024 45,937
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 18.00 6.00 0.00 0.00Span (in) = 18.00 6.00 0.00 0.00No. Barrels = 1 1 0 0Invert El. (ft) = 158.00 158.00 0.00 0.00Length (ft) = 80.00 0.00 0.00 0.00Slope (%) = 1.00 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a Yes No No
Crest Len (ft) = 8.00 0.00 0.00 0.00Crest El. (ft) = 162.50 0.00 0.00 0.00Weir Coeff. = 3.33 3.33 3.33 3.33Weir Type = Rect --- --- ---Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Wet area)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00
Stage (ft)
0.00 158.00
1.00 159.00
2.00 160.00
3.00 161.00
4.00 162.00
5.00 163.00
6.00 164.00
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-12
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 11 Post Dev SWM 2 Watershed
Hydrograph type = SCS Runoff Peak discharge = 27.84 cfsStorm frequency = 1 yrs Time to peak = 11.97 hrsTime interval = 2 min Hyd. volume = 55,932 cuftDrainage area = 14.520 ac Curve number = 83*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(1.400 x 61) + (6.490 x 74) + (0.080 x 85) + (0.390 x 89) + (6.160 x 98)] / 14.520
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
4.00 4.00
8.00 8.00
12.00 12.00
16.00 16.00
20.00 20.00
24.00 24.00
28.00 28.00
Q (cfs)
Time (hrs)
Post Dev SWM 2 WatershedHyd. No. 11 -- 1 Year
Hyd No. 11
3-13
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 12 Total Flow to SWM #2
Hydrograph type = Combine Peak discharge = 29.11 cfsStorm frequency = 1 yrs Time to peak = 11.97 hrsTime interval = 2 min Hyd. volume = 78,453 cuftInflow hyds. = 9, 11 Contrib. drain. area = 14.520 ac
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
5.00 5.00
10.00 10.00
15.00 15.00
20.00 20.00
25.00 25.00
30.00 30.00
Q (cfs)
Time (hrs)
Total Flow to SWM #2Hyd. No. 12 -- 1 Year
Hyd No. 12 Hyd No. 9 Hyd No. 11
3-14
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 13 Basin 2 Discharge
Hydrograph type = Reservoir Peak discharge = 5.670 cfsStorm frequency = 1 yrs Time to peak = 12.13 hrsTime interval = 2 min Hyd. volume = 78,449 cuftInflow hyd. No. = 12 - Total Flow to SWM #2 Max. Elevation = 145.53 ftReservoir name = Detention Basin 2 Max. Storage = 20,186 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
Q (cfs)
0.00 0.00
5.00 5.00
10.00 10.00
15.00 15.00
20.00 20.00
25.00 25.00
30.00 30.00
Q (cfs)
Time (hrs)
Basin 2 DischargeHyd. No. 13 -- 1 Year
Hyd No. 13 Hyd No. 12 Total storage used = 20,186 cuft
3-15
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 2 - Detention Basin 2Pond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 142.25 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 142.25 00 0 01.75 144.00 7,982 4,656 4,6563.75 146.00 12,554 20,362 25,0185.75 148.00 17,360 29,781 54,7997.75 150.00 21,700 38,975 93,7759.75 152.00 26,350 47,970 141,745
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 24.00 12.00 16.00 0.00Span (in) = 24.00 12.00 16.00 0.00No. Barrels = 1 1 1 0Invert El. (ft) = 142.25 142.25 146.00 0.00Length (ft) = 172.00 0.00 0.00 0.00Slope (%) = 0.63 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a Yes Yes No
Crest Len (ft) = 8.00 0.00 0.00 0.00Crest El. (ft) = 149.00 0.00 0.00 0.00Weir Coeff. = 3.33 3.33 3.33 3.33Weir Type = Rect --- --- ---Multi-Stage = Yes No No No
Exfil.(in/hr) = 0.000 (by Wet area)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00
Stage (ft)
0.00 142.25
2.00 144.25
4.00 146.25
6.00 148.25
8.00 150.25
10.00 152.25
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-16
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 14 Post Dev Area 2 Undetained Flow
Hydrograph type = SCS Runoff Peak discharge = 1.074 cfsStorm frequency = 1 yrs Time to peak = 11.97 hrsTime interval = 2 min Hyd. volume = 2,236 cuftDrainage area = 1.130 ac Curve number = 72*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(0.800 x 74) + (0.330 x 98)] / 1.130
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
1.00 1.00
2.00 2.00
Q (cfs)
Time (hrs)
Post Dev Area 2 Undetained FlowHyd. No. 14 -- 1 Year
Hyd No. 14
3-17
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 15 Post Dev Area 2 Total Flow
Hydrograph type = Combine Peak discharge = 6.260 cfsStorm frequency = 1 yrs Time to peak = 12.00 hrsTime interval = 2 min Hyd. volume = 80,684 cuftInflow hyds. = 13, 14 Contrib. drain. area = 1.130 ac
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
Q (cfs)
0.00 0.00
1.00 1.00
2.00 2.00
3.00 3.00
4.00 4.00
5.00 5.00
6.00 6.00
7.00 7.00
Q (cfs)
Time (hrs)
Post Dev Area 2 Total FlowHyd. No. 15 -- 1 Year
Hyd No. 15 Hyd No. 13 Hyd No. 14
3-18
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 17 Pre Dev. Area #3
Hydrograph type = SCS Runoff Peak discharge = 9.885 cfsStorm frequency = 1 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 41,722 cuftDrainage area = 26.590 ac Curve number = 68*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 20.00 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(5.590 x 58) + (21.000 x 71)] / 26.590
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (hrs)
Pre Dev. Area #3Hyd. No. 17 -- 1 Year
Hyd No. 17
3-19
TR55 Tc WorksheetHydraflow Hydrographs by Intelisolve v9.24
Hyd. No. 17 Pre Dev. Area #3
Description A B C Totals
Sheet FlowManning's n-value = 0.150 0.011 0.011Flow length (ft) = 150.0 0.0 0.0Two-year 24-hr precip. (in) = 3.20 0.00 0.00Land slope (%) = 4.70 0.00 0.00
Travel Time (min) = 9.63 + 0.00 + 0.00 = 9.63
Shallow Concentrated FlowFlow length (ft) = 1800.00 0.00 0.00Watercourse slope (%) = 3.19 0.00 0.00Surface description = Unpaved Paved PavedAverage velocity (ft/s) = 2.88 0.00 0.00
Travel Time (min) = 10.41 + 0.00 + 0.00 = 10.41
Channel FlowX sectional flow area (sqft) = 0.00 0.00 0.00Wetted perimeter (ft) = 0.00 0.00 0.00Channel slope (%) = 0.00 0.00 0.00Manning's n-value = 0.015 0.015 0.015Velocity (ft/s) = 0.00 0.00 0.00Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc .............................................................................. 20.00 min
3-20
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 18 Post Dev SWM #4 Watershed
Hydrograph type = SCS Runoff Peak discharge = 28.66 cfsStorm frequency = 1 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 91,449 cuftDrainage area = 23.500 ac Curve number = 82*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 18.30 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(3.700 x 61) + (10.240 x 74) + (9.560 x 98)] / 23.500
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
5.00 5.00
10.00 10.00
15.00 15.00
20.00 20.00
25.00 25.00
30.00 30.00
Q (cfs)
Time (hrs)
Post Dev SWM #4 WatershedHyd. No. 18 -- 1 Year
Hyd No. 18
3-21
TR55 Tc WorksheetHydraflow Hydrographs by Intelisolve v9.24
Hyd. No. 18 Post Dev SWM #4 Watershed
Description A B C Totals
Sheet FlowManning's n-value = 0.120 0.011 0.011Flow length (ft) = 150.0 0.0 0.0Two-year 24-hr precip. (in) = 3.20 0.00 0.00Land slope (%) = 1.00 0.00 0.00
Travel Time (min) = 14.96 + 0.00 + 0.00 = 14.96
Shallow Concentrated FlowFlow length (ft) = 180.00 380.00 0.00Watercourse slope (%) = 2.80 4.70 0.00Surface description = Unpaved Paved PavedAverage velocity (ft/s) = 2.70 4.41 0.00
Travel Time (min) = 1.11 + 1.44 + 0.00 = 2.55
Channel FlowX sectional flow area (sqft) = 3.14 0.00 0.00Wetted perimeter (ft) = 6.28 0.00 0.00Channel slope (%) = 4.00 0.00 0.00Manning's n-value = 0.012 0.015 0.015Velocity (ft/s) = 15.61 0.00 0.00Flow length (ft) = 700.0 0.0 0.0
Travel Time (min) = 0.75 + 0.00 + 0.00 = 0.75
Total Travel Time, Tc .............................................................................. 18.30 min
3-22
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 19 SWM #4 Discharge
Hydrograph type = Reservoir Peak discharge = 9.297 cfsStorm frequency = 1 yrs Time to peak = 12.37 hrsTime interval = 2 min Hyd. volume = 91,442 cuftInflow hyd. No. = 18 - Post Dev SWM #4 Watershed Max. Elevation = 156.07 ftReservoir name = Detention Basin #4 Max. Storage = 27,417 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
5.00 5.00
10.00 10.00
15.00 15.00
20.00 20.00
25.00 25.00
30.00 30.00
Q (cfs)
Time (hrs)
SWM #4 DischargeHyd. No. 19 -- 1 Year
Hyd No. 19 Hyd No. 18 Total storage used = 27,417 cuft
3-23
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 4 - Detention Basin #4Pond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 153.00 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 153.00 00 0 01.00 154.00 8,214 2,738 2,7383.00 156.00 15,576 23,398 26,1365.00 158.00 20,110 35,586 61,7227.00 160.00 24,102 44,147 105,8708.00 161.00 26,175 25,129 130,9989.00 162.00 28,248 27,202 158,201
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 36.00 16.00 18.00 0.00Span (in) = 36.00 16.00 18.00 0.00No. Barrels = 1 1 2 0Invert El. (ft) = 153.00 153.00 156.50 0.00Length (ft) = 100.00 0.00 0.00 0.00Slope (%) = 1.00 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a Yes No No
Crest Len (ft) = 8.00 0.00 0.00 0.00Crest El. (ft) = 159.00 0.00 0.00 0.00Weir Coeff. = 3.33 3.33 3.33 3.33Weir Type = Rect --- --- ---Multi-Stage = Yes No No No
Exfil.(in/hr) = 0.000 (by Wet area)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0
Stage (ft)
0.00 153.00
2.00 155.00
4.00 157.00
6.00 159.00
8.00 161.00
10.00 163.00
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-24
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 22 Pre Dev. Area #4
Hydrograph type = SCS Runoff Peak discharge = 1.682 cfsStorm frequency = 1 yrs Time to peak = 12.17 hrsTime interval = 2 min Hyd. volume = 12,391 cuftDrainage area = 15.120 ac Curve number = 61*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 17.40 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(11.060 x 58) + (4.060 x 71)] / 15.120
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
1.00 1.00
2.00 2.00
Q (cfs)
Time (hrs)
Pre Dev. Area #4Hyd. No. 22 -- 1 Year
Hyd No. 22
3-25
TR55 Tc WorksheetHydraflow Hydrographs by Intelisolve v9.24
Hyd. No. 22 Pre Dev. Area #4
Description A B C Totals
Sheet FlowManning's n-value = 0.150 0.011 0.011Flow length (ft) = 150.0 0.0 0.0Two-year 24-hr precip. (in) = 3.20 0.00 0.00Land slope (%) = 2.00 0.00 0.00
Travel Time (min) = 13.55 + 0.00 + 0.00 = 13.55
Shallow Concentrated FlowFlow length (ft) = 860.00 0.00 0.00Watercourse slope (%) = 5.27 0.00 0.00Surface description = Unpaved Paved PavedAverage velocity (ft/s) = 3.70 0.00 0.00
Travel Time (min) = 3.87 + 0.00 + 0.00 = 3.87
Channel FlowX sectional flow area (sqft) = 0.00 0.00 0.00Wetted perimeter (ft) = 0.00 0.00 0.00Channel slope (%) = 0.00 0.00 0.00Manning's n-value = 0.015 0.015 0.015Velocity (ft/s) = 0.00 0.00 0.00Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc .............................................................................. 17.40 min
3-26
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 23 Existing Pond Discharg
Hydrograph type = Reservoir Peak discharge = 0.005 cfsStorm frequency = 1 yrs Time to peak = 24.43 hrsTime interval = 2 min Hyd. volume = 679 cuftInflow hyd. No. = 22 - Pre Dev. Area #4 Max. Elevation = 172.13 ftReservoir name = Existing Pond Max. Storage = 12,370 cuft
Storage Indication method used.
0 10 20 30 40 50 60 70 80 90 100
Q (cfs)
0.00 0.00
1.00 1.00
2.00 2.00
Q (cfs)
Time (hrs)
Existing Pond DischargHyd. No. 23 -- 1 Year
Hyd No. 23 Hyd No. 22 Total storage used = 12,370 cuft
3-27
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 1 - Existing PondPond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 171.50 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 171.50 00 0 00.50 172.00 40,455 6,742 6,7421.60 173.10 48,050 48,613 55,3552.00 173.50 52,126 20,028 75,383
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 4.00 0.00 0.00 0.00Span (in) = 4.00 0.00 0.00 0.00No. Barrels = 1 0 0 0Invert El. (ft) = 172.10 0.00 0.00 0.00Length (ft) = 30.00 0.00 0.00 0.00Slope (%) = 1.00 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a No No No
Crest Len (ft) = 100.00 0.00 0.00 0.00Crest El. (ft) = 173.10 0.00 0.00 0.00Weir Coeff. = 2.60 3.33 3.33 3.33Weir Type = Broad --- --- ---Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Contour)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 7.00 14.00 21.00 28.00 35.00 42.00 49.00 56.00 63.00 70.00
Stage (ft)
0.00 171.50
0.20 171.70
0.40 171.90
0.60 172.10
0.80 172.30
1.00 172.50
1.20 172.70
1.40 172.90
1.60 173.10
1.80 173.30
2.00 173.50
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-28
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 24 Post Dev SWM #5 Watershed
Hydrograph type = SCS Runoff Peak discharge = 9.906 cfsStorm frequency = 1 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 37,073 cuftDrainage area = 18.850 ac Curve number = 71*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 17.40 minTotal precip. = 2.60 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(11.790 x 61) + (2.900 x 74) + (0.240 x 85) + (3.920 x 98)] / 18.850
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (hrs)
Post Dev SWM #5 WatershedHyd. No. 24 -- 1 Year
Hyd No. 24
3-29
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 25 Modified Pond Discharg
Hydrograph type = Reservoir Peak discharge = 0.000 cfsStorm frequency = 1 yrs Time to peak = n/aTime interval = 2 min Hyd. volume = 0 cuftInflow hyd. No. = 24 - Post Dev SWM #5 Watershed Max. Elevation = 172.58 ftReservoir name = Modified Pond Max. Storage = 37,073 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (hrs)
Modified Pond DischargHyd. No. 25 -- 1 Year
Hyd No. 25 Hyd No. 24 Total storage used = 37,073 cuft
3-30
Pond ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Pond No. 6 - Modified PondPond DataContours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 171.50 ft
Stage / Storage TableStage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 171.50 00 0 00.50 172.00 47,469 7,911 7,9111.60 173.10 53,048 55,250 63,1612.00 173.50 55,064 21,619 84,7802.50 174.00 57,582 28,156 112,9373.00 174.50 61,074 29,657 142,593
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]Rise (in) = 4.00 0.00 0.00 0.00Span (in) = 4.00 0.00 0.00 0.00No. Barrels = 1 0 0 0Invert El. (ft) = 173.10 0.00 0.00 0.00Length (ft) = 30.00 0.00 0.00 0.00Slope (%) = 1.00 0.00 0.00 n/aN-Value = .013 .013 .013 n/aOrifice Coeff. = 0.60 0.60 0.60 0.60Multi-Stage = n/a No No No
Crest Len (ft) = 90.00 0.00 0.00 0.00Crest El. (ft) = 174.35 0.00 0.00 0.00Weir Coeff. = 2.60 3.33 3.33 3.33Weir Type = Broad --- --- ---Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Contour)TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00
Stage (ft)
0.00 171.50
1.00 172.50
2.00 173.50
3.00 174.50
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
3-31
Hydrograph Summary ReportHyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total HydrographNo. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 41.12 2 722 115,290 ------ ------ ------ Pre Dev Area #1
2 SCS Runoff 81.90 2 716 168,581 ------ ------ ------ Post Dev SWM #1 Watershed
3 Reservoir 32.66 2 722 168,578 2 109.41 53,479 SWM #1 Discharge
6 SCS Runoff 88.88 2 726 308,813 ------ ------ ------ Pre Dev. Area #2
8 SCS Runoff 35.92 2 716 79,921 ------ ------ ------ Post Dev SWM #3 Watershed
9 Reservoir 11.71 2 724 79,916 8 163.02 33,051 SWM #3 Discharge
11 SCS Runoff 120.34 2 716 253,107 ------ ------ ------ Post Dev SWM 2 Watershed
12 Combine 122.13 2 716 333,023 9, 11 ------ ------ Total Flow to SWM #2
13 Reservoir 34.25 2 726 333,018 12 150.27 100,080 Basin 2 Discharge
14 SCS Runoff 7.424 2 716 15,053 ------ ------ ------ Post Dev Area 2 Undetained Flow
15 Combine 37.39 2 722 348,071 13, 14 ------ ------ Post Dev Area 2 Total Flow
17 SCS Runoff 107.34 2 724 336,979 ------ ------ ------ Pre Dev. Area #3
18 SCS Runoff 134.74 2 724 427,374 ------ ------ ------ Post Dev SWM #4 Watershed
19 Reservoir 86.43 2 734 427,367 18 160.41 115,979 SWM #4 Discharge
22 SCS Runoff 47.44 2 726 152,270 ------ ------ ------ Pre Dev. Area #4
23 Reservoir 17.31 2 742 136,301 22 173.26 63,475 Existing Pond Discharg
24 SCS Runoff 83.29 2 724 260,548 ------ ------ ------ Post Dev SWM #5 Watershed
25 Reservoir 12.39 2 754 185,380 24 174.49 141,850 Modified Pond Discharg
SWM Sports Complex.gpw Return Period: 100 Year Thursday, Feb 26, 2015
Hydraflow Hydrographs by Intelisolve v9.24
3-32
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 1 Pre Dev Area #1
Hydrograph type = SCS Runoff Peak discharge = 41.12 cfsStorm frequency = 100 yrs Time to peak = 12.03 hrsTime interval = 2 min Hyd. volume = 115,290 cuftDrainage area = 8.800 ac Curve number = 70*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 16.10 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(0.620 x 58) + (8.180 x 71)] / 8.800
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
Q (cfs)
Time (hrs)
Pre Dev Area #1Hyd. No. 1 -- 100 Year
Hyd No. 1
3-33
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 2 Post Dev SWM #1 Watershed
Hydrograph type = SCS Runoff Peak discharge = 81.90 cfsStorm frequency = 100 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 168,581 cuftDrainage area = 10.850 ac Curve number = 78*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = + (8.950 x 74) + (0.180 x 85) + (0.060 x 89) + (1.660 x 98)] / 10.850
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
60.00 60.00
70.00 70.00
80.00 80.00
90.00 90.00
Q (cfs)
Time (hrs)
Post Dev SWM #1 WatershedHyd. No. 2 -- 100 Year
Hyd No. 2
3-34
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 3 SWM #1 Discharge
Hydrograph type = Reservoir Peak discharge = 32.66 cfsStorm frequency = 100 yrs Time to peak = 12.03 hrsTime interval = 2 min Hyd. volume = 168,578 cuftInflow hyd. No. = 2 - Post Dev SWM #1 Watershed Max. Elevation = 109.41 ftReservoir name = Detention Basin 1 Max. Storage = 53,479 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
60.00 60.00
70.00 70.00
80.00 80.00
90.00 90.00
Q (cfs)
Time (hrs)
SWM #1 DischargeHyd. No. 3 -- 100 Year
Hyd No. 3 Hyd No. 2 Total storage used = 53,479 cuft
3-35
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 6 Pre Dev. Area #2
Hydrograph type = SCS Runoff Peak discharge = 88.88 cfsStorm frequency = 100 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 308,813 cuftDrainage area = 23.940 ac Curve number = 68*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 20.50 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(5.130 x 58) + (18.810 x 71)] / 23.940
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
60.00 60.00
70.00 70.00
80.00 80.00
90.00 90.00
Q (cfs)
Time (hrs)
Pre Dev. Area #2Hyd. No. 6 -- 100 Year
Hyd No. 6
3-36
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 8 Post Dev SWM #3 Watershed
Hydrograph type = SCS Runoff Peak discharge = 35.92 cfsStorm frequency = 100 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 79,921 cuftDrainage area = 3.890 ac Curve number = 91*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(1.200 x 74) + (2.690 x 98)] / 3.890
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
Q (cfs)
Time (hrs)
Post Dev SWM #3 WatershedHyd. No. 8 -- 100 Year
Hyd No. 8
3-37
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 9 SWM #3 Discharge
Hydrograph type = Reservoir Peak discharge = 11.71 cfsStorm frequency = 100 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 79,916 cuftInflow hyd. No. = 8 - Post Dev SWM #3 Watershed Max. Elevation = 163.02 ftReservoir name = Detention Basin 3 Max. Storage = 33,051 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
Q (cfs)
Time (hrs)
SWM #3 DischargeHyd. No. 9 -- 100 Year
Hyd No. 9 Hyd No. 8 Total storage used = 33,051 cuft
3-38
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 11 Post Dev SWM 2 Watershed
Hydrograph type = SCS Runoff Peak discharge = 120.34 cfsStorm frequency = 100 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 253,107 cuftDrainage area = 14.520 ac Curve number = 83*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(1.400 x 61) + (6.490 x 74) + (0.080 x 85) + (0.390 x 89) + (6.160 x 98)] / 14.520
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
140.00 140.00
Q (cfs)
Time (hrs)
Post Dev SWM 2 WatershedHyd. No. 11 -- 100 Year
Hyd No. 11
3-39
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 12 Total Flow to SWM #2
Hydrograph type = Combine Peak discharge = 122.13 cfsStorm frequency = 100 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 333,023 cuftInflow hyds. = 9, 11 Contrib. drain. area = 14.520 ac
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
140.00 140.00
Q (cfs)
Time (hrs)
Total Flow to SWM #2Hyd. No. 12 -- 100 Year
Hyd No. 12 Hyd No. 9 Hyd No. 11
3-40
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 13 Basin 2 Discharge
Hydrograph type = Reservoir Peak discharge = 34.25 cfsStorm frequency = 100 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 333,018 cuftInflow hyd. No. = 12 - Total Flow to SWM #2 Max. Elevation = 150.27 ftReservoir name = Detention Basin 2 Max. Storage = 100,080 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
140.00 140.00
Q (cfs)
Time (hrs)
Basin 2 DischargeHyd. No. 13 -- 100 Year
Hyd No. 13 Hyd No. 12 Total storage used = 100,080 cuft
3-41
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 14 Post Dev Area 2 Undetained Flow
Hydrograph type = SCS Runoff Peak discharge = 7.424 cfsStorm frequency = 100 yrs Time to peak = 11.93 hrsTime interval = 2 min Hyd. volume = 15,053 cuftDrainage area = 1.130 ac Curve number = 72*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 5.00 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(0.800 x 74) + (0.330 x 98)] / 1.130
0 2 4 6 8 10 12 14 16 18 20 22 24
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
Q (cfs)
Time (hrs)
Post Dev Area 2 Undetained FlowHyd. No. 14 -- 100 Year
Hyd No. 14
3-42
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 15 Post Dev Area 2 Total Flow
Hydrograph type = Combine Peak discharge = 37.39 cfsStorm frequency = 100 yrs Time to peak = 12.03 hrsTime interval = 2 min Hyd. volume = 348,071 cuftInflow hyds. = 13, 14 Contrib. drain. area = 1.130 ac
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
Q (cfs)
Time (hrs)
Post Dev Area 2 Total FlowHyd. No. 15 -- 100 Year
Hyd No. 15 Hyd No. 13 Hyd No. 14
3-43
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 17 Pre Dev. Area #3
Hydrograph type = SCS Runoff Peak discharge = 107.34 cfsStorm frequency = 100 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 336,979 cuftDrainage area = 26.590 ac Curve number = 68*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 20.00 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(5.590 x 58) + (21.000 x 71)] / 26.590
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
Q (cfs)
Time (hrs)
Pre Dev. Area #3Hyd. No. 17 -- 100 Year
Hyd No. 17
3-44
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 18 Post Dev SWM #4 Watershed
Hydrograph type = SCS Runoff Peak discharge = 134.74 cfsStorm frequency = 100 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 427,374 cuftDrainage area = 23.500 ac Curve number = 82*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 18.30 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(3.700 x 61) + (10.240 x 74) + (9.560 x 98)] / 23.500
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
140.00 140.00
Q (cfs)
Time (hrs)
Post Dev SWM #4 WatershedHyd. No. 18 -- 100 Year
Hyd No. 18
3-45
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 19 SWM #4 Discharge
Hydrograph type = Reservoir Peak discharge = 86.43 cfsStorm frequency = 100 yrs Time to peak = 12.23 hrsTime interval = 2 min Hyd. volume = 427,367 cuftInflow hyd. No. = 18 - Post Dev SWM #4 Watershed Max. Elevation = 160.41 ftReservoir name = Detention Basin #4 Max. Storage = 115,979 cuft
Storage Indication method used.
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
20.00 20.00
40.00 40.00
60.00 60.00
80.00 80.00
100.00 100.00
120.00 120.00
140.00 140.00
Q (cfs)
Time (hrs)
SWM #4 DischargeHyd. No. 19 -- 100 Year
Hyd No. 19 Hyd No. 18 Total storage used = 115,979 cuft
3-46
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 22 Pre Dev. Area #4
Hydrograph type = SCS Runoff Peak discharge = 47.44 cfsStorm frequency = 100 yrs Time to peak = 12.10 hrsTime interval = 2 min Hyd. volume = 152,270 cuftDrainage area = 15.120 ac Curve number = 61*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = TR55 Time of conc. (Tc) = 17.40 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(11.060 x 58) + (4.060 x 71)] / 15.120
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
Q (cfs)
Time (hrs)
Pre Dev. Area #4Hyd. No. 22 -- 100 Year
Hyd No. 22
3-47
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 23 Existing Pond Discharg
Hydrograph type = Reservoir Peak discharge = 17.31 cfsStorm frequency = 100 yrs Time to peak = 12.37 hrsTime interval = 2 min Hyd. volume = 136,301 cuftInflow hyd. No. = 22 - Pre Dev. Area #4 Max. Elevation = 173.26 ftReservoir name = Existing Pond Max. Storage = 63,475 cuft
Storage Indication method used.
0 6 12 18 24 30 36 42 48 54 60
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
Q (cfs)
Time (hrs)
Existing Pond DischargHyd. No. 23 -- 100 Year
Hyd No. 23 Hyd No. 22 Total storage used = 63,475 cuft
3-48
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 24 Post Dev SWM #5 Watershed
Hydrograph type = SCS Runoff Peak discharge = 83.29 cfsStorm frequency = 100 yrs Time to peak = 12.07 hrsTime interval = 2 min Hyd. volume = 260,548 cuftDrainage area = 18.850 ac Curve number = 71*Basin Slope = 0.0 % Hydraulic length = 0 ftTc method = USER Time of conc. (Tc) = 17.40 minTotal precip. = 7.10 in Distribution = Type IIStorm duration = 24 hrs Shape factor = 484
* Composite (Area/CN) = [(11.790 x 61) + (2.900 x 74) + (0.240 x 85) + (3.920 x 98)] / 18.850
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
60.00 60.00
70.00 70.00
80.00 80.00
90.00 90.00
Q (cfs)
Time (hrs)
Post Dev SWM #5 WatershedHyd. No. 24 -- 100 Year
Hyd No. 24
3-49
Hydrograph ReportHydraflow Hydrographs by Intelisolve v9.24 Thursday, Feb 26, 2015
Hyd. No. 25 Modified Pond Discharg
Hydrograph type = Reservoir Peak discharge = 12.39 cfsStorm frequency = 100 yrs Time to peak = 12.57 hrsTime interval = 2 min Hyd. volume = 185,380 cuftInflow hyd. No. = 24 - Post Dev SWM #5 Watershed Max. Elevation = 174.49 ftReservoir name = Modified Pond Max. Storage = 141,850 cuft
Storage Indication method used.
0 8 16 24 32 40 48 56 64 72 80 88 96
Q (cfs)
0.00 0.00
10.00 10.00
20.00 20.00
30.00 30.00
40.00 40.00
50.00 50.00
60.00 60.00
70.00 70.00
80.00 80.00
90.00 90.00
Q (cfs)
Time (hrs)
Modified Pond DischargHyd. No. 25 -- 100 Year
Hyd No. 25 Hyd No. 24 Total storage used = 141,850 cuft
3-50
3-51
3-52
3-53
3-54
3-55
3-56
3-57
3-58
