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b
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10 Year Storm-Rev Cs
SUBAREA
NAME
Inlet or Pipe No.
C, Runoff Coef.
I, Intensity,
IN/HR
A, Total Area,
AC
rslt Tc, MIN.
L, Length, FT
dH
Sg, Gutter
Slope, FT/FT
Q, Flow, CFS
Pipe or Street
Type
Pipe Size, IN
V, Velocity, FPS
Trial Tc, MIN.
Roof to Gutter
Time, MIN.
Tm, Travel
Time, MIN.
Curb Depth, IN.CxA
25
a
2
5
0
.
4
0
2
.
1
3
0.85
25
b
2
5
0
.
4
0
2
.
0
0
0.80
Av
e
C
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1
3
1.65
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2
6
26
a
2
6
0
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4
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2
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6
9
1.08
26
b
2
6
0
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4
0
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2
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1.71
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C
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4
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9
6
2.78
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2
7
27
a
2
7
0
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4
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2
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27
b
2
7
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4
0
2
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0
6
0.82
Av
e
C
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4
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1.62
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2
8
28
a
2
8
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4
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0.72
28
b
2
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2
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29
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Av
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3
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30
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3
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30
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3
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31
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31
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3
2
32
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4
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32
b
3
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3
3
33
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33
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5
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54
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5
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55
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5
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6
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4
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1
0
10 Year Storm-Rev Cs
SUBAREA
NAME
Inlet or Pipe No.
C, Runoff Coef.
I, Intensity,
IN/HR
A, Total Area,
AC
rslt Tc, MIN.
L, Length, FT
dH
Sg, Gutter
Slope, FT/FT
Q, Flow, CFS
Pipe or Street
Type
Pipe Size, IN
V, Velocity, FPS
Trial Tc, MIN.
Roof to Gutter
Time, MIN.
Tm, Travel
Time, MIN.
Curb Depth, IN.CxA
55
b
5
5
0
.
5
5
4
.
8
4
2.66
Av
e
C
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T
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,
S
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C
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A
0
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5
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9
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6.04
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5
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2
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22
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3
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3
7
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4
4
.
2
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7
1
11.43
CB
5
6
56
a
5
6
0
.
9
0
1
.
0
3
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56
b
5
6
0
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9
0
0
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9
3
0.84
Av
e
C
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T
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S
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C
x
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0
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9
1
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9
6
1.76
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5
7
57
a
5
7
0
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9
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57
b
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9
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C
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5
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50
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50
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C
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53
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53
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b
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4
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C
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4
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10 Year Storm-Rev Cs
SUBAREA
NAME
Inlet or Pipe No.
C, Runoff Coef.
I, Intensity,
IN/HR
A, Total Area,
AC
rslt Tc, MIN.
L, Length, FT
dH
Sg, Gutter
Slope, FT/FT
Q, Flow, CFS
Pipe or Street
Type
Pipe Size, IN
V, Velocity, FPS
Trial Tc, MIN.
Roof to Gutter
Time, MIN.
Tm, Travel
Time, MIN.
Curb Depth, IN.CxA
Av
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C
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3
8
0.95
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4
4
44
a
4
4
0
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4
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1
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5
1
0.60
44
b
4
4
0
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4
0
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8
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C
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1
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4
5
45
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4
5
0
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4
0
2
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4
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45
b
4
5
0
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4
0
3
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7
0
1.48
Av
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C
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4
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4
6
46
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4
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59
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36
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37
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37
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3
8
38
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4
0
3
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4
1.30
38
b
3
8
0
.
9
0
0
.
6
4
0.58
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
8
3
.
8
8
1.87
CB
3
9
39
a
3
9
0
.
4
0
5
.
4
7
2.19
39
b
3
9
0
.
4
0
3
.
2
1
1.28
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
8
.
6
8
3.47
CB
4
0
40
a
4
0
0
.
4
0
1
.
3
9
0.56
40
b
4
0
0
.
4
0
0
.
7
2
0.29
Me
y
e
r
Ci
v
i
l
E
n
g
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e
r
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,
I
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1
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0
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.
M
o
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c
l
a
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r
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t
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,
B
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k
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s
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d
,
C
A
9
3
3
0
9
Pa
g
e
6
o
f
1
0
10 Year Storm-Rev Cs
SUBAREA
NAME
Inlet or Pipe No.
C, Runoff Coef.
I, Intensity,
IN/HR
A, Total Area,
AC
rslt Tc, MIN.
L, Length, FT
dH
Sg, Gutter
Slope, FT/FT
Q, Flow, CFS
Pipe or Street
Type
Pipe Size, IN
V, Velocity, FPS
Trial Tc, MIN.
Roof to Gutter
Time, MIN.
Tm, Travel
Time, MIN.
Curb Depth, IN.CxA
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
2
.
1
1
0.84
CB
4
1
41
a
4
1
0
.
4
0
1
.
4
9
0.60
41
b
4
1
0
.
4
0
1
.
7
9
0.72
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
3
.
2
8
1.31
CB
4
2
42
a
4
2
0
.
4
0
1
.
6
6
0.66
42
b
4
2
0
.
4
0
1
.
6
3
0.65
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
3
.
2
9
1.32
Ad
d
C
B
3
5
t
h
r
u
4
2
M
H
3
9
t
o
M
H
4
6
0
.
8
8
11
4
.
7
0
3
1
.
0
6
11
3
0
4
6
.
6
3
p
i
p
e
4
8
3
.
7
1
5
.
0
8
52.74
CB
3
4
34
a
3
4
0
.
4
0
3
.
4
6
1.38
Av
e
C
,
T
o
t
a
l
A
,
S
u
m
C
x
A
0
.
4
3
.
4
6
1.38
Ad
d
C
B
3
4
M
H
4
6
t
o
O
u
t
l
e
t
0
.
4
6
0
.
8
5
11
8
.
1
6
3
2
.
9
4
10
0
4
5
.
8
5
p
i
p
e
4
8
3
.
6
5
0
.
4
6
54.13
AL
L
t
o
S
u
m
p
0
.
4
8
0
.
6
6
34
6
.
2
1
4
6
.
2
3
10
0
1
0
9
.
3
2
p
i
p
e
4
8
8
.
7
0
0
.
1
9
165.22
0.
4
8
3
4
6
.
2
1
165.2
Me
y
e
r
Ci
v
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l
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n
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r
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,
I
n
c
.
1
1
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S
.
M
o
n
t
c
l
a
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r
S
t
#
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,
B
a
k
e
r
s
f
i
e
l
d
,
C
A
9
3
3
0
9
Pa
g
e
7
o
f
1
0
10 Year Storm-Rev Cs
CI
T
Y
O
F
B
A
K
E
R
S
F
I
E
L
D
R
A
T
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M
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-
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(I
n
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)
JO
B
T
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L
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:
Ca
m
p
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s
P
a
r
k
S
o
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t
h
DA
T
E
:
9/
1
2
/
1
1
Ra
t
i
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n
a
l
V
a
l
u
e
s
:
Ev
e
n
t
:
10
YEA
R
V
a
l
u
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s
:
5
,
1
0
,
5
0
M.
A
.
P
.
6
i
n
.
/
y
r
.
V
a
l
u
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s
:
6
,
1
0
,
1
5
,
2
0
,
2
5
,
3
0
Cu
r
v
e
V
a
l
u
e
s
a
:
2.
3
8
I=
a
+
b
T
c
(
T
c
<
2
0
m
i
n
.
)
b:
-0
.
0
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8
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:
0.
5
5
0
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K
1
*
(
6
.
0
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T
c
)
^
(
0
.
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7
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L
N
(
p
6
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1
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40
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(
T
c
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=
2
0
m
i
n
.
)
NO
T
E
:
P
I
P
E
S
A
R
E
A
S
S
U
M
E
D
F
L
O
W
I
N
G
F
U
L
L
SUBAREA
NAME
Inlet or Pipe
No.
C, Runoff
Coef
I, Intensity
IN/HR
A, Total Area
AC
rslt Tc, MIN
L, Length, FT
dH, FT
Sg, Gutter
Slope, FT/FT
Q, Flow CFS
Street Type
V, Velocity
FPS
Trial Tc, MIN.
Roof to
Gutter Time
MIN.
Tm, Travel
Time MIN.
Inlet Size FT
D, Pipe Dia.
IN
Hv, Velocity
Head FT
n, Mannings
Coef.
S, req'd Pipe
Slope
Hf, FT KmHm, FT HGL1, Begin HGL HGL2, End HGL
Ne
w
S
u
m
p
a
n
d
D
r
a
i
n
CB
1
&
C
B
2
MH
1
t
o
MH
2
0
.
4
7
0
.
7
4
44
.
5
6
3
9
.
7
4
36
0
15
.
5
0
4.
9
4
39
.
7
4
1
.
2
2
24
0.
3
8
0.
0
1
3
0.
0
0
4
7
0
1
.
6
9
1.50.57357.70355.44
Ad
d
C
B
3
MH
2
t
o
MH
3
0
.
4
6
0
.
7
2
53
.
7
9
4
0
.
9
6
44
0
17
.
8
4
3.
6
3
4
0
.
9
6
2
.
0
2
30
0.
2
1
0.
0
1
3
0.
0
0
1
8
9
0
.
8
3
0.10.02355.44354.59
Add
C
B
4
,
5
,
6
&
7
MH
3
t
o
MH
6
0
.
5
2
0
.
7
0
61
.
7
7
4
2
.
9
8
27
0
22
.
2
3
4.
5
3
4
2
.
9
8
0
.
9
9
30
0.
3
2
0.
0
1
3
0.
0
0
2
9
4
0
.
7
9
0.10.03354.59353.77
Add
C
B
8
,
9
&
1
0
MH
6
t
o
MH
8
0
.
5
0
0
.
6
9
74
.
1
4
4
3
.
9
7
22
0
25
.
2
6
5.
1
5
4
3
.
9
7
0
.
7
1
30
0.
4
1
0.
0
1
3
0.
0
0
3
7
9
0
.
8
3
0.10.04353.77352.89
St
a
r
t
N
e
w
MH
8
a
to
MH
8
b
0
.
5
0
0
.
6
8
74
.
1
4
4
4
.
6
8
31
0
24
.
9
7
5.
0
9
4
4
.
6
8
1
.
0
2
30
0.
4
0
0.
0
1
3
0.
0
0
3
7
1
1
.
1
5
0.40.16352.89351.58
Ad
d
C
B
1
5
MH
8
b
to
M
H
8
c
0
.
5
0
0
.
6
7
78
.
7
7
4
5
.
7
0
11
0
26
.
2
6
5.
3
5
4
5
.
7
0
0
.
3
4
30
0.
4
4
0.
0
1
3
0.
0
0
4
1
0
0
.
4
5
0.10.04351.58351.09
Ad
d
C
B
1
5
a
MH
8
c
t
o
MH
8
e
0
.
5
1
0
.
6
6
80
.
9
4
4
6
.
0
4
30
0
27
.
2
7
3.
8
6
4
6
.
0
4
1
.
3
0
36
0.
2
3
0.
0
1
3
0.
0
0
1
6
7
0
.
5
0
0.40.09351.09350.49
Ad
d
C
B
1
5
b
MH
8
e
to
Su
m
p
0
.
5
5
0
.
6
5
94
.
1
2
4
7
.
3
4
45
0
33
.
5
8
4.
7
5
4
7
.
3
4
36
0.
3
5
0.
0
1
3
0.
0
0
2
5
3
1
.
1
4
10.35350.49349.00
Su
m
p
D
e
s
i
g
n
0.
5
5
9
4
.
1
2
DWS:349.00 7.75AF
Me
y
e
r
Ci
v
i
l
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
1
1
0
S
.
M
o
n
t
c
l
a
i
r
S
t
#
1
0
4
,
B
a
k
e
r
s
f
i
e
l
d
,
C
A
9
3
3
0
9
Pa
g
e
8
o
f
1
0
10 Year Storm Drain
SUBAREA
NAME
Inlet or Pipe
No.
C, Runoff
Coef
I, Intensity
IN/HR
A, Total Area
AC
rslt Tc, MIN
L, Length, FT
dH, FT
Sg, Gutter
Slope, FT/FT
Q, Flow CFS
Street Type
V, Velocity
FPS
Trial Tc, MIN.
Roof to
Gutter Time
MIN.
Tm, Travel
Time MIN.
Inlet Size FT
D, Pipe Dia.
IN
Hv, Velocity
Head FT
n, Mannings
Coef.
S, req'd Pipe
Slope
Hf, FT KmHm, FT HGL1, Begin HGL HGL2, End HGL
SUBAREA NAME
Inlet or Pipe No.
C, Runoff Coef
I, Intensity IN/HR
A, Total Area AC
rslt Tc, MIN
L, Length, FT
dH, FT
Sg, Gutter Slope, FT/FT
Q, Flow CFS
Street Type
V, Velocity FPS
Trial Tc, MIN.
Roof to Gutter Time MIN.
Tm, Travel Time MIN.
Inlet Size FT
D, Pipe Dia. IN
Hv, Velocity Head FT
n, Mannings Coef.
S, req'd Pipe Slope
Hf, FT KmHm, FT HGL1, Begin HGL HGL2, End HGL
Ex
i
s
t
i
n
g
O
u
t
l
e
t
t
o
S
u
m
p
Ad
d
C
B
2
5
th
r
u
3
3
MH
1
9
to
MH
1
2
0
.
4
4
1
1
1
.
3
3
CB
1
1
0
.
4
0
5
.
9
4
CB
1
2
0
.
4
0
5
.
7
6
CB
1
3
0
.
4
0
5
.
2
3
CB
1
4
0
.
8
0
3
.
7
2
SD
#
2
0
.
4
4
0
.
8
2
13
1
.
9
8
3
4
.
4
7
17
0
47
.
8
3
4.
9
7
34
.
4
7
42
0.
3
8
0.
0
1
3
0.
0
0
2
2
6
0
.
3
8
1.50.58349.96349.00
SD
#
3
0
.
4
6
1
1
8
.
1
6
Ex
i
s
t
i
n
g
S
u
m
p
0.
4
5
2
5
0
.
1
4
DWS:349.00 16.87AF
Me
y
e
r
Ci
v
i
l
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
1
1
0
S
.
M
o
n
t
c
l
a
i
r
S
t
#
1
0
4
,
B
a
k
e
r
s
f
i
e
l
d
,
C
A
9
3
3
0
9
Pa
g
e
9
o
f
1
0
10 Year Storm Drain
Required Runoff Volumes (Per City Standards)
Vol(AF)=(24hr/12in)xCxI24xA
Original C Values:
10 Year Volume:
Runoff Coef, C24 Hr Intensity,
I
AreaVolume, AF
0.4550.053344.3816.62City Standard
0.4550.055344.3817.20NOAA Atlas 2
100 Year Volume:
Runoff Coef, C24 Hr Intensity,
I
AreaVolume, AF
0.4550.075344.3823.52City Standard
0.4550.081344.3825.35NOAA Atlas 2
Revised C Values:
10 Year Volume:
Runoff Coef, C24 Hr Intensity,
I
AreaVolume, AF
0.4770.053346.2117.51City Standard
0.4770.055346.2118.12NOAA Atlas 2
100 Year Volume:
Runoff Coef, C24 Hr Intensity,
I
AreaVolume, AF
0.4770.075346.2124.78City Standard
0.4770.081346.2126.71NOAA Atlas 2
Meyer Civil Engineering, Inc.
110 S. Montclair St #104, Bakersfield, CA 93309 Page 10 of 10Runoff Volumes
Ca
m
p
u
s
P
a
r
k
S
o
u
t
h
S
u
m
p
C
h
a
r
a
c
t
e
r
i
s
t
i
c
s
9/1/2011
Al
t
e
r
n
a
t
e
No
.
1 Op
t
i
o
n
s
an
d
Fi
n
a
l
De
s
i
g
n
Co
n
t
o
u
r
A
r
e
a
,
SF
V
o
l
u
m
e
,
AF
T
o
t
a
l
Vo
l
u
m
e
,
AF
Su
m
m
e
r
Se
t
t
i
n
g
Wi
n
t
e
r
Se
t
t
i
n
g
35
0
.
0
0
3
4
7
.
5
0
3
4
6
.
0
0
3
4
5
.
5
0
3
4
5
.
0
0
3
4
4
.
0
0
Ma
x
WS
3
5
3
1
3
5
2
1
0
2
.
9
7
2
5
.
1
5
8
.
2
1
1
3
.
6
3
1
6
.
3
6
1
7
.
1
4
1
7
.
9
2
1
9
.
2
7
35
2
1
2
3
6
9
4
2
.
7
3
2
2
.
1
8
5
.
2
3
1
0
.
6
5
1
3
.
3
9
1
4
.
1
7
1
4
.
9
5
1
6
.
2
9
35
1
1
1
3
7
5
6
2
.
5
1
1
9
.
4
5
2
.
5
1
7
.
9
3
1
0
.
6
7
1
1
.
4
4
1
2
.
2
2
1
3
.
5
7
Ab
o
v
e
Ex
i
s
t
WS
35
0
1
0
4
7
7
5
2
.
3
1
1
6
.
9
4
0
.
0
0
5
.
4
2
8
.
1
6
8
.
9
3
9
.
7
1
1
1
.
0
6
Be
l
o
w
Ex
i
s
t
WS
34
9
9
6
7
5
4
2
.
1
3
1
4
.
6
3
3
.
1
1
5
.
8
4
6
.
6
2
7
.
4
0
8
.
7
5
34
8
8
8
9
8
9
1
.
9
5
1
2
.
5
0
0
.
9
8
3
.
7
1
4
.
4
9
5
.
2
7
6
.
6
2
34
7
8
0
9
5
9
1
.
7
6
1
0
.
5
5
0
.
0
0
1
.
7
6
2
.
5
4
3
.
3
2
4
.
6
6
34
6
7
2
4
4
5
1
.
5
6
8
.
7
9
0
.
0
0
0
.
7
8
1
.
5
6
2
.
9
0
34
5
6
3
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5
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1
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3
5
7
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2
3
0
.
0
0
0
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0
0
1
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3
5
34
4
5
4
4
0
2
1
.
1
2
5
.
8
8
0
34
3
4
3
5
8
3
0
.
9
5
4
.
7
6
34
2
3
9
5
5
3
0
.
8
4
3
.
8
0
34
1
3
3
9
7
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7
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6
34
0
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9
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4
0
.
6
1
2
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33
9
2
4
3
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5
0
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5
1
1
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6
2
33
8
2
0
1
3
7
0
.
4
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33
7
1
6
2
5
3
0
.
3
3
0
.
7
0
33
6
1
2
8
1
3
0
.
2
5
0
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3
6
33
5
8
5
9
1
0
.
1
2
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1
2
33
4
1
6
2
0
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0
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0
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35
3
1
1
1
8
1
7
3
.
7
6
3
.
7
6
3
.
7
6
35
1
.
5
1
0
6
7
4
5
0
.
0
0
SU
B
T
O
T
A
L
:
21
.
6
8
2
3
.
0
3
Si
d
e
s
l
o
p
e
cu
t
:
2.
1
2
2
.
0
9
TO
T
A
L
:
23
.
8
0
2
5
.
1
2
Se
t
Po
n
d
At
W.
S
.
Av
a
i
l
a
b
l
e
in
Pa
r
k
(1
8
"
de
e
p
su
m
p
)
:
Al
t
e
r
n
a
t
e
1 Op
t
i
o
n
s
33
0
33
5
34
0
34
5
35
0
35
5
0.
0
0
1
0
.
0
0
2
0
.
0
0
3
0
.
0
0
C o n t o u r
Volume, AF
Su
m
p
Volume Above Exist WS Below Exist WS
Me
y
e
r
Ci
v
i
l
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
1
1
0
S
.
M
o
n
t
c
l
a
i
r
S
t
#
1
0
4
,
B
a
k
e
r
s
f
i
e
l
d
,
C
A
9
3
3
0
9
Pa
g
e
1 of
1
Exist & Alt1 Sump Volume
Ne
w
S
u
m
p
Co
n
t
o
u
r
A
r
e
a
,
SF
V
o
l
u
m
e
,
AF
T
o
t
a
l
Vo
l
u
m
e
,
AF
35
3
5
9
8
5
9
.
5
4
1
.
3
5
9
.
6
8
35
2
5
7
4
9
2
.
6
2
1
.
2
9
8
.
3
4
35
1
5
5
1
9
3
.
3
4
1
.
2
4
7
.
0
4
35
0
5
2
8
8
4
.
3
9
1
.
1
9
5
.
8
0
34
9
5
0
6
0
2
.
3
6
1
.
1
4
4
.
6
1
34
8
4
8
3
4
8
.
7
4
1
.
0
8
3
.
4
8
34
7
4
6
1
2
3
.
5
3
1
.
0
3
2
.
3
9
34
6
4
3
9
2
6
.
7
4
0
.
9
8
1
.
3
6
34
5
4
1
7
5
8
.
3
6
0
.
0
0
0
.
3
8
34
5
6
1
9
0
.
8
0
0
.
1
3
0
.
3
8
34
4
5
4
7
9
.
2
1
0
.
2
4
0
.
2
4
34
3
.
5
5
1
2
7
.
9
1
0
.
0
0
0
.
0
0
34
3
34
4
34
5
34
6
34
7
34
8
34
9
35
0
35
1
35
2
35
3
35
4
0.
0
0
2
.
0
0
4
.
0
0
6
.
0
0
8
.
0
0
1
0
.
0
0
Contour
Vo
l
u
m
e
,
AF
Su
m
p
Ch
a
r
a
c
t
e
r
i
s
t
i
c
s
Me
y
e
r
Ci
v
i
l
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
1
1
0
S
.
M
o
n
t
c
l
a
i
r
S
t
#
1
0
4
,
B
a
k
e
r
s
f
i
e
l
d
,
C
A
9
3
3
0
9
Pa
g
e
1 of
1
New Sump