m-v - section 401 water quality certification - ohio...
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Erosion Control
County Stream
Approxim
ate
Station
Velocity of 10-yr
24-hr flow in
channel (ft/sec)
Riprap
Type
(ODOT)
Max
Permissible
Velocity
(ft/s)
Thickness
(Inches)Filter Stone
Filter
Stone
Thickness
(Inches)
Erosion Control Matting
Type, Staple Pattern
Portage MV-RR5 134+42 1.74 D 6.0 18 AASHTO #3 6 SC150, D
Portage MV-RR7 157+00 2.65 D 6.0 18 AASHTO #3 6 SC150, D
Portage MV-RR8 160+45 4.65 D 6.0 18 AASHTO #3 6 SC150, D
Portage DS-73 244+30 6.08 D 6.0 18 AASHTO #3 6 SC150, D
Portage MV-S1 251+25 7.65 D 6.0 18 AASHTO #3 6 SC150, D
Portage Channel 23 265+00 4.28 D 6.0 18 AASHTO #3 6 SC150, D
Portage Channel 24-
2
289+59 2.78 D 6.0 18 AASHTO #3 6 SC250, E
Portage DS-65 307+16 7.62 C 8.0 27 AASHTO #1 6 SC150, D
Portage CS-64 407+19 5.84 D 6.0 18 AASHTO #3 6 SC150, D
Portage CF(W) 532+25 3.82 D 6.0 18 AASHTO #3 6 SC150, D
Portage DS-60 667+61 10.86 A 12.0 45 AASHTO #1 6 SC250, E
Portage DS-59 687+02 4.12 D 6.0 18 AASHTO #3 6 SC150, D
Portage DS-59A 722+17 1.85 D 6.0 18 AASHTO #3 6 SC150, D
Portage Channel 27 764+74 1.35 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-56 847+73 5.36 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-54A 951+91 3.38 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-54 959+32 5.53 D 6.0 18 AASHTO #3 6 SC250, E
Portage CS-52 1024+72 3.46 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-51A 1036+33 0.99 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-51B 1065+50 4.63 D 6.0 18 AASHTO #3 6 SC150, D
Portage CS-50 1085+74 4.47 D 6.0 18 AASHTO #3 6 SC150, D
Riprap
Portage CS-50 1085+74 4.47 D 6.0 18 AASHTO #3 6 SC150, D
Portage OEX-1 1132+69 3.76 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning DS-54 1272+20 0.93 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning DFF 1291+21 4.72 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning DS-55 1341+73 6.09 C 8.0 27 AASHTO #1 6 SC150, D
Mahoning DS-56 1362+80 0.98 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning DS-57A 1457+15 0.88 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning OE-33 1583+78 7.49 C 8.0 27 AASHTO #1 6 SC150, D
Mahoning OE-32 1654+03 2.55 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning OE-31 1667+43 7.73 C 8.0 27 AASHTO #1 6 SC250, E
Mahoning OE-X4 1883+94 1.88 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning OE-27 1921+00 6.91 C 8.0 27 AASHTO #1 6 SC150, D
Mahoning BS-24 1935+62 5.24 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning BS-23 1938+05 5.22 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning BS-22 1948+10 4.43 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning BS-21 2027+47 4.31 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning Channel 43 2072+80 4.57 D 6.0 18 AASHTO #3 6 SC250, E
Mahoning BS-19 2276+28 5.74 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning BS-17 2330+33 7.51 C 8.0 27 AASHTO #1 6 SC250, E
Mahoning BS-16 2346+22 8.82 B 10.0 36 AASHTO #1 6 SC250, E
Mahoning MV-W4 2350+47 2.67 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning OE-8 2450+50 4.55 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning OE-7 2485+50 5.71 D 6.0 18 AASHTO #3 6 SC150, D
Mahoning BS-14 2669+71 7.67 C 8.0 27 AASHTO #1 6 SC250, E
Mahoning OE-2A 2765+94 8.15 C 8.0 27 AASHTO #1 6 SC150, D
Columbiana OE-2 2807+91 7.94 C 8.0 27 AASHTO #1 6 SC250, E
Columbiana OE-1 2846+29 9.38 B 10.0 36 AASHTO #1 6 SC250, E
* Rip Rap shall extend above the Depth of the Existing Water Surface Elevation as indicated. Riprap shall not exceed the top of bank.
Erosion Control
Matting
County Stream
Approxim
ate
Station
Velocity of 10-yr
24-hr flow in
channel (ft/sec)
Riprap
Type
(ODOT)
Max
Permissible
Velocity
(ft/s)
Thickness
(Inches)Filter Stone
Filter
Stone
Thickness
(Inches)
Erosion Control Matting
Type, Staple Pattern
Beaver AS-8 3334+10 7.47 R-4 9.0 18 AASHTO #3 6 SC150, D
Beaver BS-12 3363+40 7.16 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-09 3394+80 6.56 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-06 3444+16 5.63 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-08 3445+45 5.91 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-07 3494+00 5.60 R-4 9.0 18 AASHTO #3 6 SC150, D
Beaver BS-05A 3527+90 6.44 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-05B 3531+00 5.76 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver AS-6 3587+72 7.93 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver AS-5 3617+17 6.83 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-04A 3781+33 7.27 R-4 9.0 18 AASHTO #3 6 SC250, E
Beaver BS-03 3876+28 5.53 R-4 9.0 18 AASHTO #3 6 SC150, D
* Rip Rap shall extend above the Depth of the Existing Water Surface Elevation as indicated. Riprap shall not exceed the top of bank.
Riprap
Co
un
tyS
tre
am
A
pp
roxi
ma
te
Loca
tio
n
TR
-55
(2-y
r 2
4-h
r st
orm
)
Q (
cfs)
No
rma
l D
ep
th
for
2-y
r (f
t)
Cu
lve
rt S
ize
(in
che
s)
Nu
mb
er
of
Ba
rre
ls
Inle
t C
on
tro
l o
r
Ou
tle
t C
on
tro
l a
t
No
rma
l F
low
Is 2
-ye
ar
Sto
rm
Co
nv
ey
ed
?
HW
/D f
or
De
sig
n F
low
Po
rta
ge
MV
-RR
51
34
+4
28
4.0
01
.22
36
2In
let
Ye
s1
.08
Po
rta
ge
MV
-RR
71
57
+0
04
7.1
80
.76
24
3In
let
Ye
s1
.10
Po
rta
ge
MV
-RR
81
60
+4
51
45
.67
2.6
43
63
Inle
tY
es
1.2
0
Po
rta
ge
DS
-73
24
4+
30
89
.27
0.5
13
62
Inle
tY
es
1.1
3
Po
rta
ge
MV
-S1
25
1+
25
61
.13
1.7
02
43
Inle
tY
es
1.3
4
Po
rta
ge
Ch
an
ne
l 2
32
65
+0
02
4.4
80
.42
24
2In
let
Ye
s0
.93
Po
rta
ge
Ch
an
ne
l 2
4-2
28
9+
59
21
.89
0.5
41
83
Inle
tY
es
1.0
7
Po
rta
ge
DS
-65
30
7+
16
10
5.1
91
.03
36
2In
let
Ye
s1
.27
Po
rta
ge
CS
-64
40
7+
19
13
1.4
62
.15
36
2In
let
No
*1
.53
Po
rta
ge
CF
(W)
53
2+
25
10
8.0
00
.98
36
2In
let
Ye
s1
.30
Po
rta
ge
DS
-60
66
7+
61
21
8.9
91
.89
36
2In
let
No
*2
.29
Po
rta
ge
DS
-59
68
7+
02
41
.90
0.6
52
42
Inle
tY
es
1.3
8
Po
rta
ge
DS
-59
A7
22
+1
74
.60
0.4
41
51
Inle
tY
es
1.0
6
Po
rta
ge
Ch
an
ne
l 2
77
64
+7
43
8.9
41
.49
36
1In
let
Ye
s1
.03
Po
rta
ge
CS
-56
84
7+
73
20
4.9
01
.70
36
2In
let
No
*2
.17
Po
rta
ge
CS
-54
A9
51
+9
14
7.7
11
.38
36
1In
let
Ye
s1
.18
Po
rta
ge
CS
-54
95
9+
32
34
.95
0.6
12
42
Inle
tY
es
1.1
9
Po
rta
ge
CS
-52
10
24
+7
21
82
.77
1.5
03
63
Inle
tN
o*
1.4
5
Po
rta
ge
CS
-51
A1
03
6+
33
2.7
30
.15
12
1In
let
Ye
s1
.09
Po
rta
ge
CS
-51
B1
06
5+
50
11
0.2
11
.95
36
2In
let
Ye
s1
.32
Po
rta
ge
CS
-50
10
85
+7
42
19
.09
2.1
33
63
Inle
tN
o*
1.7
0
Po
rta
ge
OE
X-1
11
32
+6
92
3.8
60
.74
24
2In
let
Ye
s0
.92
Ma
ho
nin
gD
S-5
41
27
2+
20
2.1
60
.21
12
1In
let
Ye
s0
.93
Ma
ho
nin
gD
FF
12
91
+2
17
7.1
61
.48
36
2In
let
Ye
s1
.02
Ma
ho
nin
gD
S-5
51
34
1+
73
81
8.1
93
.25
36
3In
let
No
*6
.40
Ma
ho
nin
gD
S-5
61
36
2+
80
3.7
60
.49
15
1In
let
Ye
s0
.93
Ma
ho
nin
gD
S-5
7A
14
57
+1
50
.10
0.0
71
21
Inle
tY
es
0.1
7
Ma
ho
nin
gO
E-3
31
58
3+
78
60
7.5
33
.76
36
3In
let
No
*4
.70
Ma
ho
nin
gO
E-3
21
65
4+
03
5.6
40
.24
18
1In
let
Ye
s0
.90
Ma
ho
nin
gO
E-3
11
66
7+
43
16
35
.67
5.9
83
63
Inle
tN
o*
10
.39
Ma
ho
nin
gO
E-X
41
88
3+
94
10
.33
0.3
21
81
Inle
tY
es
1.5
5
Ma
ho
nin
gO
E-2
71
92
1+
00
38
5.1
92
.82
36
3In
let
No
*2
.89
Ma
ho
nin
gB
S-2
41
93
5+
62
87
3.2
15
.05
36
3In
let
No
*9
.70
Ma
ho
nin
gB
S-2
31
93
8+
05
87
5.4
27
.61
36
3In
let
No
*9
.84
Ma
ho
nin
gB
S-2
21
94
8+
10
86
3.5
15
.37
36
3In
let
No
*9
.77
Ma
ho
nin
gB
S-2
12
02
7+
47
91
.20
1.3
73
62
Inle
tY
es
1.1
4
Ma
ho
nin
gC
ha
nn
el
43
20
72
+8
01
2.4
80
.28
24
1In
let
Ye
s0
.94
Ma
ho
nin
gB
S-1
92
27
6+
28
14
3.1
61
.52
36
3In
let
Ye
s1
.18
Ma
ho
nin
gB
S-1
72
33
0+
33
11
3.9
21
.77
36
2In
let
Ye
s1
.37
Te
mp
ora
ry S
tre
am
Cro
ssin
g
Ma
ho
nin
gB
S-1
62
34
6+
22
10
9.6
91
.33
36
3In
let
Ye
s0
.98
Ma
ho
nin
gM
V-W
42
35
0+
47
22
.24
0.7
23
01
Inle
tY
es
0.9
6
Ma
ho
nin
gO
E-8
24
50
+5
07
1.2
70
.89
36
2In
let
Ye
s0
.97
Ma
ho
nin
gO
E-7
24
85
+5
02
8.3
71
.00
24
2In
let
Ye
s1
.03
Ma
ho
nin
gB
S-1
42
66
9+
71
78
8.3
44
.77
36
3In
let
No
*9
.15
Ma
ho
nin
gO
E-2
A2
76
5+
94
13
.33
0.2
32
41
Inle
tY
es
0.9
9
Co
lum
bia
na
OE
-22
80
7+
91
74
.43
0.9
43
03
Inle
tY
es
1.0
3
Co
lum
bia
na
OE
-12
84
6+
29
56
8.8
43
.40
36
2In
let
No
*5
.05
Th
e C
on
tra
cto
r m
ay
use
a C
MP
cu
lve
rt O
R p
um
p b
yp
ass
str
ea
m c
ross
ing
. S
an
db
ag
s to
be
sta
cke
d a
t le
ast
12
-in
che
s o
ve
r cr
ow
n o
f p
ipe
. C
on
stru
ctio
n w
ill
als
o b
e p
erf
orm
ed
du
rin
g
op
tim
um
co
nd
itio
ns.
*C
ulv
ert
s si
ze i
s b
ase
d o
n p
hy
sica
l g
eo
me
tric
co
nst
rain
ts.
Co
nst
ruct
ion
wil
l b
e p
erf
orm
ed
du
rin
g o
pti
mu
m c
on
dit
ion
s.
Co
un
tyS
tre
am
A
pp
roxi
ma
te
Loca
tio
n
TR
-55
(2-y
r 2
4-h
r st
orm
)
Q (
cfs)
No
rma
l D
ep
th
for
2-y
r (f
t)
Cu
lve
rt S
ize
(in
che
s)
Nu
mb
er
of
Ba
rre
ls
Inle
t C
on
tro
l o
r
Ou
tle
t C
on
tro
l a
t
No
rma
l F
low
Is 2
-ye
ar
Sto
rm
Co
nv
ey
ed
?
HW
/D f
or
De
sig
n F
low
Law
ren
ceA
S-1
63
04
4+
50
18
0.5
31
.60
36
3In
let
Ye
s1
.45
Law
ren
ceA
S-1
43
12
5+
30
28
.15
0.6
93
61
Inle
tY
es
0.8
3
Law
ren
ceC
ha
nn
el
AJ
31
58
+4
27
3.9
21
.13
36
2In
let
Ye
s0
.99
Be
av
er
AS
-13
32
30
+1
56
.44
0.1
43
01
Inle
tY
es
0.7
6
Be
av
er
AS
-12
32
72
+9
53
.61
0.1
81
81
Inle
tY
es
0.6
8
Be
av
er
AS
-11
32
80
+2
01
1.7
20
.28
24
1In
let
Ye
s0
.91
Be
av
er
AS
-10
33
02
+9
02
3.7
10
.48
30
1In
let
Ye
s1
.00
Be
av
er
AS
-83
33
4+
10
66
.93
0.8
63
62
Inle
tY
es
0.9
3
Be
av
er
BS
-12
33
63
+4
08
54
.00
5.7
43
63
Inle
tN
o*
4.2
9
Be
av
er
BS
-09
33
94
+8
02
60
.00
2.1
33
63
Inle
tN
o*
1.9
3
Be
av
er
BS
-06
34
44
+1
62
0.0
80
.83
24
1In
let
Ye
s1
.32
Be
av
er
BS
-08
34
45
+4
51
30
.39
2.3
83
63
Inle
tY
es
1.1
1
Be
av
er
BS
-07
34
94
+0
04
6.3
30
.80
30
2In
let
Ye
s0
.98
Be
av
er
BS
-05
A3
52
7+
90
22
4.7
71
.92
36
3In
let
No
*1
.80
Be
av
er
BS
-05
B3
53
1+
00
20
3.3
42
.43
36
3In
let
No
*1
.64
Be
av
er
AS
-63
58
7+
72
33
5.9
12
.76
36
3In
let
No
*1
.35
Be
av
er
AS
-53
61
7+
17
14
7.0
31
.68
36
3In
let
No
*1
.21
Be
av
er
BS
-04
A3
78
1+
33
11
3.7
52
.51
36
3In
let
Ye
s1
.01
Be
av
er
BS
-03
38
76
+2
84
1.9
80
.96
36
1In
let
Ye
s1
.08
Th
e C
on
tra
cto
r m
ay
use
a C
MP
cu
lve
rt O
R p
um
p b
yp
ass
str
ea
m c
ross
ing
. S
an
db
ag
s to
be
sta
cke
d a
t le
ast
12
-in
che
s o
ve
r cr
ow
n o
f p
ipe
. C
on
stru
ctio
n w
ill
als
o b
e p
erf
orm
ed
du
rin
g
op
tim
um
co
nd
itio
ns.
*C
ulv
ert
s si
ze i
s b
ase
d o
n p
hy
sica
l g
eo
me
tric
co
nst
rain
ts.
Co
nst
ruct
ion
wil
l b
e p
erf
orm
ed
du
rin
g o
pti
mu
m c
on
dit
ion
s.
Te
mp
ora
ry S
tre
am
Cro
ssin
g
ATTACHMENT 3List of Approvals
ATTA
CH
ME
NT 3
ATTACHMENT 3 LIST OF APPROVALS
7. List all approvals or certifications and denials received from other federal, interstate, state of
local agencies for any structures, construction, discharge or other activities described in this application.
Issuing Agency Type of Approval Identification No.
Date of Application
Date of Approval
Date of Denial
Ohio EPA 401 Water Quality Certification
TBD 2/2013 TBD
USACE Buffalo District
Preliminary JD TBD 1/2013 TBD
USACE Pittsburgh District
Preliminary JD TBD 1/2013 TBD
USACE Buffalo/ Pittsburgh Districts
Nationwide 12 TBD 2/2013
Ohio EPA NPDES Permit TBD 2/2013 TBD
Ohio EPA Hydrostatic Discharge Permit
TBD 2/2013 TBD
Local County Conservation Districts (Portage and Mahoning Counties)
Erosion and Sedimentation Control Plan
TBD 2/2013 TBD
ATTACHMENT 4Project Description
ATTA
CH
ME
NT 4