HomeMy WebLinkAbout16357-Bethel Park Restoration_6.30.2023_Plan_SheetsSite
Bethel Park Restoration
Morganton, North Carolina
for
City of Morganton
Title Sheet 0.1
General Notes and Legend 0.2
Project Overview 0.3
East Prong Hunting Creek Plan and Profile 1.1.1 - 1.1.5
Fiddlers Run Plan and Profile
Grading Plan
Planting Tables
Planting Plan
Details
1.2.1 - 1.2.4
2.0 - 2.4
3.0
3.1 - 3.4
4.1 - 4.3
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June 30, 2023
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Engineering:
Wildlands Engineering, Inc
497 Bramson Ct, Suite 104
Mount Pleasant, SC 29464
(843) 814-3308
Geoff Smith, PE
Sheet Index
Project Directory
Vicinity Map
Not to Scale
Owner:
City of Morganton
305 E. Union St. Suite A100
Morganton, NC 28655
Attn: Rob Winkler
(828) 438-5278
rwinkler@morgantonnc.gov
Site Coordinates
Latitude
35° 44' 26.52"
Longitude
-81° 39' 38.52"
Address: 600 Bethel Road,
Morganton, NC 28655
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
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Construction Sequence
(To be included with final plans.)
Legend
Existing Thalweg
Existing Property Line
Existing Major Contour
Existing Minor Contour
Existing Overhead Electric
Existing Underground Electric
Existing Sanitary Sewer
Existing Water Line
Existing Fence (To Be Removed by the City)
Existing Sidewalk (To Be Removed by the City)
Existing Wetland
Existing Tree
Existing Disc Golf Hole (To Be Removed by the City)
Existing Bridge (To Be Removed)
Existing Culvert (To Be Removed)
Existing Parking Lot
10+00
OHE OHE
100100
SS SS SS
Existing Features Proposed Features
Proposed Various Constructed Riffles Per Plans
See Details 1-3, Sheet 4.1
Proposed Crayfish Glide
See Detail 4, Sheet 4.1
Proposed Boulder Toe
See Detail 1 & 2, Sheet 4.2
Proposed Brush Toe
See Detail 3, Sheet 4.2
Proposed Log Sill
See Detail 1, Sheet 4.3
Proposed Log J-Hook
See Detail 3 Sheet 4.3
Proposed W-Weir
See Detail 4, Sheet 4.3
Proposed Bridge and Culvert Crossing
Proposed Structures
Proposed Thalweg Alignment
Proposed Bankfull
Proposed Major Contour
Proposed Minor Contour
Proposed Paved Walking Trail (By Others)
X X X
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SHEET 1.1.1
SHEET 1.1.2
SHEET 1.1.3
SHEET 1.1.4
SHEET 1.2.1
SHEET 1.2.2
SHEET 1.2.3
SHEET 1.2.4
SHEET 1.1.5
EWT 25 LLC
PARCEL ID: 2713040633
CITY OF MORGANTON
PARCEL ID: 2713047373
THOMAS F & ALICE P JOHNSON
PARCEL ID: 2713142528
CHARLES DALMER WOODARD
PARCEL ID: 2713143460
GARY MARK JOHNSON
PARCEL ID: 2713143048
LANELLE P JENNINGS
PARCEL ID: 2713133867
ROBERT ERIC & SHEILA H JONES
PARCEL ID: 2713133701
J M & CHARLOTTE M SIMASEK
PARCEL ID: 2713132556
J M & CHARLOTTE M SIMASEK
PARCEL ID: 2713132447
MTC LLC
PARCEL ID: 2703929457
CITY OF MORGANTON
PARCEL ID: 2713033871
ROBERT JOSEPH & VICTORIA LYNN CLAYTON
PARCEL ID: 2713032927
MULL INC
PARCEL ID: 2713153547
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0'100'200'300'
(HORIZONTAL)
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CR-NM
EAST
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EXISTING SIDEWALK
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
DISC GOLF HOLE
TO BE REMOVED (TYP)
DISC GOLF INFRASTRUCTURE
TO BE REMOVED
STA: 100+00
BEGIN EAST PRONG
HUNTING CREEK
REACH 1
104
5
1045
1045
1
0
4
5
10
4
5
1
0
4
0
104
0
10451045
100+0
0
101+0
0
10
2
+
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104+00
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1035
1040
1045
1050
1035
1040
1045
1050
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00
-0.3%
PROPOSED GRADE
PROPOSED BANKFULL
EXISTING GRADE
-0.3%-0.8%
-0.3%-0.7%
-0.3%
STA = 100+00
ELEV = 1041.60
ST
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STA = 101+00
ELEV = 1036.35
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.
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0'20'40'60'
(HORIZONTAL)
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Sheet Index
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0'2'4'6'
(VERTICAL)
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SHEET 1.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
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CR-NM
C
R
-
N
M
CR-
N
M
EAST PRONG HUNTING CREEK
EXISTING SIDEWALK
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
PROPOSED WALKING TRAIL
BY OTHERS
DISC GOLF HOLE
TO BE REMOVED (TYP)
1045
1045
10
4
5
10
4
5
10
4
5
104
5
1045
1045
1045
1
0
3
5
104
0
1045
104+00 10
5
+
0
0
1
0
6
+
0
0
107+00
108
+
0
0
109+
0
0
MA
T
C
H
L
I
N
E
-
S
T
A
1
0
4
+
0
0
M
A
T
C
H
L
I
N
E
-
S
T
A
1
0
8
+
3
0
1033
1035
1040
1045
1033
1035
1040
1045
104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+30
-0.3%
ST
A
=
1
0
4
+
5
4
EL
E
V
=
1
0
3
9
.
9
4
ST
A
=
1
0
6
+
0
5
EL
E
V
=
1
0
3
9
.
4
8
PROPOSED GRADE
PROPOSED BANKFULL EXISTING GRADE
-0.7%-0.3%-0.9%
-0.3%
ST
A
=
1
0
4
+
1
3
EL
E
V
=
1
0
4
0
.
2
8
ST
A
=
1
0
4
+
5
4
EL
E
V
=
1
0
3
9
.
9
8
ST
A
=
1
0
4
+
7
3
EL
E
V
=
1
0
3
5
.
2
5
ST
A
=
1
0
4
+
9
1
EL
E
V
=
1
0
3
5
.
2
5
ST
A
=
1
0
5
+
1
0
EL
E
V
=
1
0
3
9
.
9
8
ST
A
=
1
0
5
+
7
4
EL
E
V
=
1
0
3
9
.
7
8
ST
A
=
1
0
6
+
0
5
EL
E
V
=
1
0
3
9
.
5
1
STA = 106+06
ELEV = 1034.67
ST
A
=
1
0
7
+
0
1
EL
E
V
=
1
0
3
4
.
6
7
ST
A
=
1
0
7
+
5
0
EL
E
V
=
1
0
3
9
.
2
1
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
1
.
2
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ea
s
t
P
r
o
n
g
H
u
n
t
i
n
g
C
r
e
e
k
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Re
a
c
h
1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
OHE
OHE
X
X
X
X
X
X
X
X X X X X X X X
X X X X X X X
X
X
X
X X X X X
X
X
X
X
X
X X X X X X X
X X
X
X X X X X X X X X X X X X
OUE
OUE
OUE
OUE
OUE
OUE
CR-NM
CR-N
M
CR-ALR
CR-CH
EAST PRONG HUNTING CREEK
EXISTING SIDEWALK
TO BE REMOVED (TYP)
PROPOSED BRIDGE
AND CULVERT CROSSING
EXISTING PARKING
LOT TO REMAIN
EXISTING FENCE
TO BE REMOVED
FILL EXISTING CHANNEL (TYP)
TO BE RE
M
O
V
E
D
(
T
Y
P
)
EXISTING 26 LF DUAL 48" CMP CULVERTS
TO BE REMOVED
PROPOSED WALKING TRAIL
BY OTHERS
10
4
5
1040
1040
1040
1045
1
0
3
5
108+0
0
109+00
11
0
+
0
0
111+00
112+
0
0
113+00
MA
T
C
H
L
I
N
E
-
S
T
A
1
0
8
+
3
0
MA
T
C
H
L
I
N
E
-
S
T
A
1
1
2
+
8
0
1032
1035
1040
1045
1032
1035
1040
1045
108+30 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 112+80
PROPOSED GRADE
PROPOSED BANKFULL
EXISTING GRADE
-0.3%
-0.8%-0.3%-0.6%
-0.4%
-0.5%
ST
A
=
1
0
8
+
3
8
EL
E
V
=
1
0
3
8
.
9
3
ST
A
=
1
0
8
+
8
0
EL
E
V
=
1
0
3
8
.
6
1
ST
A
=
1
0
9
+
0
0
EL
E
V
=
1
0
3
4
.
3
9
ST
A
=
1
0
9
+
1
9
EL
E
V
=
1
0
3
4
.
3
9
ST
A
=
1
0
9
+
3
8
EL
E
V
=
1
0
3
8
.
6
1
ST
A
=
1
1
0
+
0
3
EL
E
V
=
1
0
3
8
.
4
0
ST
A
=
1
1
0
+
3
7
EL
E
V
=
1
0
3
8
.
1
9
ST
A
=
1
1
0
+
4
8
EL
E
V
=
1
0
3
4
.
3
1
ST
A
=
1
1
0
+
6
0
EL
E
V
=
1
0
3
4
.
3
1
ST
A
=
1
1
0
+
7
2
EL
E
V
=
1
0
3
8
.
1
9
ST
A
=
1
1
1
+
6
7
EL
E
V
=
1
0
3
7
.
7
9
ST
A
=
1
1
1
+
7
7
EL
E
V
=
1
0
3
3
.
9
0
ST
A
=
1
1
1
+
8
7
EL
E
V
=
1
0
3
3
.
9
0
ST
A
=
1
1
1
+
9
7
EL
E
V
=
1
0
3
7
.
7
9
ST
A
=
1
1
2
+
4
3
EL
E
V
=
1
0
3
7
.
5
7
STA = 112+44
ELEV = 1032.68
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
1
.
3
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ea
s
t
P
r
o
n
g
H
u
n
t
i
n
g
C
r
e
e
k
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Re
a
c
h
1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OUEOUEOUEOUEOUEOUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE
OUE OUE OUE OUE OUE OUE OUE OUE OUE
CR-N
M
CR-A
L
R
CR-NM
EAST PRONG HUNTING CREEK
EXISTING BRIDGE
TO BE REMOVED
FILL EXISTING CHANNEL (TYP)
EXISTING SIDEWALK
TO BE REMOVED (TYP)
PROPOSED WALKING TRAIL
BY OTHERS
1040
1045
104
0
1045
1040
1
0
4
0
1040
113+00
11
4
+
0
0
115+
0
0
116+
0
0
117+00
M
A
T
C
H
L
I
N
E
-
S
T
A
1
1
2
+
8
0
M
A
T
C
H
L
I
N
E
-
S
T
A
1
1
7
+
2
0
1030
1035
1040
1045
1030
1035
1040
1045
112+80 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+20
-0.3%
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
-0.3%-0.8%
-0.3%-0.6%-0.3%ST
A
=
1
1
3
+
1
1
EL
E
V
=
1
0
3
2
.
6
8
ST
A
=
1
1
3
+
4
6
EL
E
V
=
1
0
3
7
.
3
2
ST
A
=
1
1
4
+
0
4
EL
E
V
=
1
0
3
7
.
1
3
ST
A
=
1
1
4
+
3
2
EL
E
V
=
1
0
3
6
.
9
1
STA = 114+33
ELEV = 1032.41
ST
A
=
1
1
4
+
8
0
EL
E
V
=
1
0
3
2
.
4
1
ST
A
=
1
1
5
+
0
4
EL
E
V
=
1
0
3
6
.
8
1
ST
A
=
1
1
5
+
7
3
EL
E
V
=
1
0
3
6
.
5
9
ST
A
=
1
1
6
+
1
8
EL
E
V
=
1
0
3
6
.
3
2
ST
A
=
1
1
6
+
3
1
EL
E
V
=
1
0
3
2
.
4
6
ST
A
=
1
1
6
+
4
5
EL
E
V
=
1
0
3
2
.
4
6
ST
A
=
1
1
6
+
5
8
EL
E
V
=
1
0
3
6
.
3
2
ST
A
=
1
1
7
+
1
0
EL
E
V
=
1
0
3
6
.
1
5
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
1
.
4
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ea
s
t
P
r
o
n
g
H
u
n
t
i
n
g
C
r
e
e
k
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Re
a
c
h
1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
OH
E
OH
E
SSSSSSSSSS
OU
E
OU
E
OU
E
OU
E
OU
E
CR
-
N
M
CR-N
M
CR
-
C
H
CR
-
C
H
EXISTING SIDEWALK
TO BE REMOVED (TYP)
STA: 120+46
END EAST PRONG HUNTING CREEK REACH 1
BEGIN EAST PRONG HUNTING CREEK REACH 2
F
I
D
D
L
E
R
S
R
U
N
EAST PRONG HUNTING CREEK
FILL EXISTING CHANNEL (TYP)
BETH
E
L
R
O
A
D
STA: 121+21
END EAST PRONG HUNTING CREEK REACH 2
1
0
4
0
1045
1040
1040
1
0
4
0
10
4
0
1
0
4
0
105
5
1
0
3
5
103
5
1
0
3
5
1040
10
3
5
1
0
3
5
1
0
4
0
1
0
3
5
21
3
+
4
2
2
1
2
+
0
0
21
3
+
0
0
1
2
1
+
2
1
11
7
+
0
0
118+00
119+
0
0
12
0
+
0
0
1
2
1
+
0
0
MA
T
C
H
L
I
N
E
-
S
T
A
1
1
7
+
2
0
1028
1030
1035
1040
1028
1030
1035
1040
117+20 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+21
-0.3%
PROPOSED GRADE
PROPOSED BANKFULL EXISTING GRADE
-0.2%
-0.4%-0.3%-0.9%
-0.5%
-0.6%
EXISTING 8" DIP WATER LINE
IE: 1033.7
EXISTING 12' x 10.6' TRIPLE CONCRETE BOX CULVERTS
IE: 1034.55
ST
A
=
1
1
7
+
4
6
EL
E
V
=
1
0
3
6
.
0
0
STA = 117+47
ELEV = 1031.41
ST
A
=
1
1
8
+
0
0
EL
E
V
=
1
0
3
1
.
4
1
ST
A
=
1
1
8
+
2
7
EL
E
V
=
1
0
3
5
.
9
0
ST
A
=
1
1
8
+
8
1
EL
E
V
=
1
0
3
5
.
7
3
ST
A
=
1
1
9
+
0
8
EL
E
V
=
1
0
3
5
.
5
0
STA = 119+09
ELEV = 1030.59
ST
A
=
1
1
9
+
6
1
EL
E
V
=
1
0
3
0
.
5
9
ST
A
=
1
1
9
+
8
7
EL
E
V
=
1
0
3
5
.
3
0
ST
A
=
1
2
0
+
1
3
EL
E
V
=
1
0
3
5
.
1
6
STA = 120+14
ELEV = 1029.74
STA = 120+46
ELEV = 1029.74
ST
A
=
1
2
0
+
7
0
EL
E
V
=
1
0
3
4
.
8
6
STA = 121+21
ELEV = 1034.55
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
1
.
5
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ea
s
t
P
r
o
n
g
H
u
n
t
i
n
g
C
r
e
e
k
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Re
a
c
h
1
a
n
d
R
e
a
c
h
2
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
C
R
-
N
M
CR-
C
H
C
R
-
C
H
CR-NM
FIDDLERS RUN
EXISTING SIDEWALK
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
FILL EXIS
T
I
N
G
C
H
A
N
N
E
L
(
T
Y
P
)
STA: 200+00
BEGIN FIDDLERS RUN
1040
1
0
4
5
1040
1040
1045
1040
2
0
0
+
0
0
201+0
0
202+00
2
0
3
+
0
0
204+0
0
PROTECT EXISTING
WETLANDS
MA
T
C
H
L
I
N
E
-
S
T
A
2
0
4
+
2
0
1033
1035
1040
1045
1033
1035
1040
1045
200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+20
ST
A
=
2
0
1
+
6
1
EL
E
V
=
1
0
3
9
.
8
4
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
-0.4%
-0.7%
-0.7%
-0.8%
-0.4%
STA = 200+00
ELEV = 1040.96
ST
A
=
2
0
0
+
3
9
EL
E
V
=
1
0
4
0
.
6
9
STA = 200+40
ELEV = 1036.63
ST
A
=
2
0
0
+
9
4
EL
E
V
=
1
0
3
6
.
6
3
ST
A
=
2
0
1
+
2
1
EL
E
V
=
1
0
4
0
.
4
9
ST
A
=
2
0
1
+
6
1
EL
E
V
=
1
0
4
0
.
2
0
STA = 201+62
ELEV = 1037.05
STA = 202+20
ELEV = 1037.05
ST
A
=
2
0
2
+
4
9
EL
E
V
=
1
0
4
0
.
0
0
ST
A
=
2
0
2
+
9
7
EL
E
V
=
1
0
3
9
.
6
1
ST
A
=
2
0
3
+
1
5
EL
E
V
=
1
0
3
5
.
6
7
ST
A
=
2
0
3
+
3
3
EL
E
V
=
1
0
3
5
.
6
7
ST
A
=
2
0
3
+
5
0
EL
E
V
=
1
0
3
9
.
6
1
ST
A
=
2
0
4
+
0
4
EL
E
V
=
1
0
3
9
.
4
0
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
2
.
1
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s
R
u
n
P
l
a
n
a
n
d
P
r
o
f
i
l
e
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
CR-N
M
C
R
-
N
M
CR-
C
H
C
R
-
N
M
FIDDLERS RUN
EXISTING SIDEWALK
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
PROTECT EXISTING WETLANDS
PROPOSED WALKING TRAIL
BY OTHERS
1040
104
0
10
4
0
104
0
1040
1040
1040
204
+
0
0
2
0
5
+
0
0
206+00
207
+
0
0
2
0
8
+
0
0
209+00
M
A
T
C
H
L
I
N
E
-
S
T
A
2
0
4
+
2
0
MA
T
C
H
L
I
N
E
-
S
T
A
2
0
8
+
5
0
1033
1035
1040
1045
1033
1035
1040
1045
204+20 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
-0.3%
-1.0%
-0.6%
-0.3%-0.9%
-0.5%
ST
A
=
2
0
4
+
3
9
EL
E
V
=
1
0
3
9
.
0
4
ST
A
=
2
0
4
+
5
8
EL
E
V
=
1
0
3
6
.
0
2
ST
A
=
2
0
4
+
7
8
EL
E
V
=
1
0
3
6
.
0
2
ST
A
=
2
0
4
+
9
7
EL
E
V
=
1
0
3
9
.
0
4
ST
A
=
2
0
5
+
6
0
EL
E
V
=
1
0
3
8
.
6
7
STA = 205+60
ELEV = 1034.68
ST
A
=
2
0
6
+
1
4
EL
E
V
=
1
0
3
4
.
6
8
ST
A
=
2
0
6
+
4
1
EL
E
V
=
1
0
3
8
.
5
7
ST
A
=
2
0
6
+
7
7
EL
E
V
=
1
0
3
8
.
4
5
ST
A
=
2
0
7
+
1
9
EL
E
V
=
1
0
3
8
.
0
7
ST
A
=
2
0
7
+
4
5
EL
E
V
=
1
0
3
5
.
0
7
ST
A
=
2
0
7
+
7
1
EL
E
V
=
1
0
3
5
.
0
7
ST
A
=
2
0
7
+
9
7
EL
E
V
=
1
0
3
8
.
0
7
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
2
.
2
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s
R
u
n
P
l
a
n
a
n
d
P
r
o
f
i
l
e
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
CR-C
H
CR-
N
M
CR-N
M
CR
-
N
M
CR-A
L
R
CR-
C
H
EN
D
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
R
E
A
C
H
1
FIDDLERS RU
N
EA
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
EXISTING PARKING
LOT TO REMAIN
EXISTING BRIDGE
TO BE REMOVED
EXISTING SIDEWALK
TO BE REMOVED (TYP)
FILL EXISTING
CHANNEL (TYP)
PROPOSED WALKING
TRAIL BY OTHERS
1040
10
4
0
1040
10
4
0
1040
1040
1
0
3
5
1040
1035
104
0
1040
213
+
4
2
209+00
210+00
211+00
212+0
0
213
+
0
0
1
1
9
+
0
0
120+
0
0
PROPOSED BRIDGE AND
CULVERT CROSSING
M
A
T
C
H
L
I
N
E
-
S
T
A
2
0
8
+
5
0
MA
T
C
H
L
I
N
E
-
S
T
A
2
1
2
+
8
0
1030
1035
1040
1045
1030
1035
1040
1045
208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 212+80
PROPOSED BANKFULL
EXISTING GRADE
PROPOSED GRADE
-0.3%
-0.4%
-0.7%
-0.8%
-1.0%
ST
A
=
2
0
8
+
7
0
EL
E
V
=
1
0
3
7
.
6
8
ST
A
=
2
0
8
+
8
3
EL
E
V
=
1
0
3
3
.
9
0
ST
A
=
2
0
8
+
9
7
EL
E
V
=
1
0
3
3
.
9
0
ST
A
=
2
0
9
+
1
1
EL
E
V
=
1
0
3
7
.
6
8
ST
A
=
2
0
9
+
6
9
EL
E
V
=
1
0
3
7
.
4
2
STA = 209+69
ELEV = 1034.26
ST
A
=
2
1
0
+
0
1
EL
E
V
=
1
0
3
4
.
2
6
ST
A
=
2
1
0
+
1
7
EL
E
V
=
1
0
3
7
.
3
2
ST
A
=
2
1
0
+
7
1
EL
E
V
=
1
0
3
6
.
9
5
STA = 210+72
ELEV = 1033.90
ST
A
=
2
1
1
+
1
0
EL
E
V
=
1
0
3
3
.
9
0
ST
A
=
2
1
1
+
3
0
EL
E
V
=
1
0
3
6
.
7
5
ST
A
=
2
1
1
+
9
7
EL
E
V
=
1
0
3
6
.
2
2
STA = 211+97
ELEV = 1032.58
ST
A
=
2
1
2
+
3
1
EL
E
V
=
1
0
3
2
.
5
8
ST
A
=
2
1
2
+
4
8
EL
E
V
=
1
0
3
5
.
9
2
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
2
.
3
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s
R
u
n
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SS
SS
SS
SS
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
C
R
-
N
M
CR-C
H
CR-A
L
R
CR-
C
H
FIDDLERS R
U
N
EA
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
EXISTING PARKING
LOT TO REMAIN
EXISTING BRIDGE
TO BE REMOVED
EXISTING SIDEWALK
TO BE REMOVED (TYP)
B
E
T
H
E
L
R
O
A
D
FILL EXISTING CHANNEL (TYP)
STA: 213+42
END FIDDLERS RUN
1040
10
4
0
1040
1040
1
0
5
5
10
5
5
1035
1
0
3
5
1035
1035
1040
1035
213
+
4
2
212+0
0
213
+
0
0
121+21
1
1
9
+
0
0
120+
0
0
121+00
MA
T
C
H
L
I
N
E
-
S
T
A
2
1
2
+
8
0
1028
1030
1035
1040
1028
1030
1035
1040
212+80 213+00 213+42
-0.3%
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED GRADE
STA = 213+07
ELEV = 1035.31
STA = 213+07
ELEV = 1029.74
STA = 213+42
ELEV = 1029.74
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
2
.
4
06
.
3
0
.
2
0
2
3
Sheet Index
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s
R
u
n
P
l
a
n
a
n
d
P
r
o
f
i
l
e
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SH
E
E
T
1.
2
.
1
SH
E
E
T
1.2
.
2
SH
E
E
T
1.2
.
3
SH
E
E
T
1.2
.
4
SH
E
E
T
1.
1
.
1
SH
E
E
T
1.
1
.
2
S
H
E
E
T
1
.
1
.
3
S
H
E
E
T
1
.
1
.
4
SHEET 1.1.5
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.1
>
>>>
>
>
>>>>
>>
>
>
>>>
>
>
>
>
SHEET 2.2
SHEET 2.3
SHEET 2.4
1
0
7
5
107
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
1
0
4
5
10
4
5
1045
10
4
0
1
0
4
5
10
4
0
1
0
6
0
10
4
0
104
5
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
104
0
1045
10
4
0
1045
1
0
4
5
1
0
4
0
10
4
0
1
0
4
0
10
4
0
1
0
4
0
10
4
0
104
0
104
0
104
0
CROSS-SECTION A
CROSS-SECTION B
CROSS -SECTION C
CROSS
-
S
E
C
T
I
O
N
D
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
0
06
.
3
0
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Gr
a
d
i
n
g
P
l
a
n
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
FI
D
D
L
E
R
S
R
U
N
BETHE
L
R
O
A
D
PROPOSED WALKING TRAIL
BY OTHERS
RECREATIONAL
AREA TO REMAIN
1037
1040
1045
1050
1037
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+39
PROPOSED GRADE EXISTING GRADE
>
>
>
>>>>>>>
1
0
7
5
107
0
1
0
6
5
10
6
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
10451045
1
0
4
5
1
0
4
5
10
4
5
EAS
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
EXISTING SIDEWALK
TO BE REMOVED
PROPOSED WALKING TRAIL
BY OTHERS
104
0
1045
10
4
0
CROSS-SECTION A
0+00
1+00
2+00 3+00 4+00 4+39
1
0
0
+
0
0
1
0
1
+
0
0
102
+
0
0
10
3
+
0
0
1
0
4
+
0
0
105
+
0
0
106
+
0
0
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
06
.
3
0
.
2
0
2
3
N
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Gr
a
d
i
n
g
P
l
a
n
Cross-Section A
0'40'80'120'
(HORIZONTAL)
0'10'20'30'
(VERTICAL)
Sheet IndexSheet Index
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SHEET 2.4
SHEET 2.3
SHEET 2.2
SHEET 2.1
1033
1035
1040
1045
1033
1035
1040
1045
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+47
PROPOSED GRADE
EXISTING GRADE
PROPOSED WALKING TRAIL
PROPOSED WALKING TRAIL
TIE TO EXISTING GRADE
>
>
>
>
>
>
>>>>>>>>>
>>>>>
1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
FID
D
L
E
R
S
R
U
N
EXISTING SIDEWALK
TO BE REMOVED
PROPOSED WALKING TRAIL
BY OTHERS
104
0
1045
1045
1
0
4
5
1
0
4
0
10
4
0
1
0
4
0
CROSS-SECTION B
RECREATIONAL AREA TO REMAIN
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
203
+
0
0
2
0
4
+
0
0
205+
0
0
105
+
0
0
106
+
0
0
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
11
0
+
0
0
1
1
1
+
0
0
11
2
+
0
0
8+47
0+00
1+00
2+
0
0
3+00
4+00
5+00
6+00
7+00
8+00
PROPOSED BRIDGE AND
CULVERT CROSSING
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
2
06
.
3
0
.
2
0
2
3
N
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Gr
a
d
i
n
g
P
l
a
n
Cross-Section B
0'40'80'120'
(HORIZONTAL)
0'10'20'30'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SHEET 2.4
SHEET 2.3
SHEET 2.2
SHEET 2.1
1032
1035
1040
1045
1032
1035
1040
1045
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+20
PROPOSED WALKING TRAIL
EXISTING GRADE
PROPOSED GRADE
PROPOSED WALKING TRAIL
>>>>
>
>
>
>>>>>>
>
>
>>
>
>
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
1040
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
FID
D
L
E
R
S
R
U
N
EXISTING SIDEWALK
TO BE REMOVED
PROPOSED WALKING TRAIL
BY OTHERS
1
0
4
0
1
0
4
0
10
4
0
104
0
1
0
4
0
10
4
0
104
0
104
0
104
0
CROSS -SECTION
C
0+00 1+00
2
+
0
0
3+00
4+00
5+00
6+0
0
7+00
8+00
8+20
205+
0
0
20
6
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
210
+
0
0
21
1
+
0
0
1
1
1
+
0
0
11
2
+
0
0
1
1
3
+
0
0
114+00
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
PROPOSED BRIDGE AND
CULVERT CROSSING
PROPOSED BRIDGE AND
CULVERT CROSSING
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
3
06
.
3
0
.
2
0
2
3
N
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Gr
a
d
i
n
g
P
l
a
n
Cross-Section C
0'40'80'120'
(HORIZONTAL)
0'10'20'30'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
SHEET 2.4
SHEET 2.3
SHEET 2.2
SHEET 2.1
1028
1030
1035
1040
1028
1030
1035
1040
0+00 0+50 1+00 1+50 2+00 2+50 2+81
EXISTING GRADE
PROPOSED GRADE
EXISTING 8" DIP WATER LINE
IE: 1033.7
>
>
>
>
>
>
10
4
0
1
0
5
5
104
5
1040
104
0
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
FID
D
L
E
R
S
R
U
N
EAST
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
FID
D
L
E
R
S
R
U
N
BETHEL ROAD
EXISTING SIDEWALK
TO BE REMOVED
PROPOSED WALKING TRAIL
BY OTHERS
104
0
104
0
104
0
104
0
CROSS
-
S
E
C
T
I
O
N
D
EXISTING PARKING
LOT TO REMAIN
0+00
1+00
2+00
2+81
213
+
4
2
210
+
0
0
21
1
+
0
0
21
2
+
0
0
213+
0
0
121+21
1
1
7
+
0
0
11
8
+
0
0
119+0
0
1
2
0
+
0
0
12
1
+
0
0
PROPOSED BRIDGE AND
CULVERT CROSSING
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
4
06
.
3
0
.
2
0
2
3
N
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Gr
a
d
i
n
g
P
l
a
n
Cross-Section D
0'40'80'120'
(HORIZONTAL)
0'10'20'30'
(VERTICAL)
FI
D
D
L
E
R
S
R
U
N
E
A
S
T
P
R
O
N
G
H
U
N
T
I
N
G
C
R
E
E
K
Sheet Index
SHEET 2.4
SHEET 2.3
SHEET 2.2
SHEET 2.1
Sh
e
e
t
Ch
e
c
k
e
d
B
y
:
Jo
b
N
u
m
b
e
r
:
Dr
a
w
n
B
y
:
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7
B
r
a
m
s
o
n
C
t
,
S
u
i
t
e
1
0
4
Mo
u
n
t
P
l
e
a
s
a
n
t
,
S
C
2
9
4
6
4
Te
l
:
8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7
M
o
r
g
a
n
t
o
n
-
B
e
t
h
e
l
P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
t
i
n
g
P
l
a
n
.
d
w
g
Ju
l
y
5
,
2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
0
06
.
3
0
.
2
0
2
3
Be
t
h
e
l
P
a
r
k
R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Pl
a
n
t
i
n
g
T
a
b
l
e
s
Floodplain Bench Planting Zone #2
Bare Roots or Tubings
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Lindera benzoin Northern Spicebush 8'Shrub 25%FAC
Ilex vertcillata Winterberry 8'Shrub 25%FACW
Hamamelis virginiana Witch-hazel 8'Shrub 20%FACU
Itea virginica Virginia Sweetspire 8'Shrub 15%OBL
Vaccinium corymbosum Highbush Blueberry 8'Shrub 15%FACW
100%
Streambank Planting Zone
Live Stakes
Species Common Name Indiv. Spacing Stratum % of Stems Wetland
Indicator Status
Salix sericea Silky Willow 5'Shrub 35%OBL
Cornus amomum Silky Dogwood 5'Shrub 35%FACW
Physocarpus opulifolius Ninebark 5'Shrub 30%FACW
100%
Herbaceous Plugs
Juncus effusus Common Rush 3'Herb 40%-
Cyperus strigosus Straw-colored Flatsedge 3'Herb 15%-
Carex vulpinoidea Fox Sedge 3'Herb 25%-
Carex lurida Shallow Sedge 3'Herb 20%-
100%
Floodplain Bench Planting Zone #1
Bare Roots or Tublings
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Carpinus caroliniana American Hornbeam 10'Tree 20%FAC
Nyssa sylvatica Blackgum 10'Tree 20%FAC
Alnus serrulata Tag Alder 10'Tree 15%OBL
Acer saccharinum Silver Maple 10'Tree 15%FACW
Platanus occidentalis Sycamore 10'Tree 10%FACW
Ilex vertcillata Winterberry 10'Shrub 10%FACW
Chionanthus virginicus Fringe Tree 10'Shrub-Tree 5%FAC
Viburnum dentatum Arrowwood Viburnum 10'Shrub-Tree 5%FAC
100%
Bioswale Planting Zone #2
Herbaceous Plugs
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Juncus effusus Common Rush 4'Herb 20%FACW
Pycnanthemum tenuifolium Narrowleaf Mountain mint 4'Herb 20%FACW
Sisyrinchium angustifolium Blue-eyed Grass 4'Herb 15%FACW
Asclepias incarnata Swamp Milkweed 4'Herb 10%OBL
Eleocharis obtusa Blunt Spike-Rush 4'Herb 10%OBL
Iris virginica Southern Blue Flag Iris 4'Herb 5%OBL
Drosera rotundifolia Sundew 4'Herb 5%OBL
Bare Roots
Hibiscus moscheutos Rose Mallow 4'Shrub/Herb 10%OBL
Rosa palustris Swamp Rose 4'Shrub 5%OBL
100%
Bioswale Planting Zone #1
Herbaceous Plugs
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Juncus effusus Common Rush 4'Herb 45%-
Carex vilpinoidea Fox Sedge 4'Herb 30%-
Carex lurida Shallow Sedge 4'Herb 25%-
100%
Planting Zones
Bioswale Planting Zone #2
Containerized Plants
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Amelanchier arborea Downy Serviceberry 10'12'-25'-FAC
Chionanthus virginicus Fringe Tree 10'20'-FAC
Carpinus caroliniana American Hornbeam 10'Tree -FAC
Viburnum dentatum Arrowwood Viburnum 10'Shrub -FAC
Diospyros virginiana Persimmon 10'30'-FAC
Salix sericea Silky Willow 10'Shrub -OBL
Notes:
1.Not all species of containerized plants listed above are intended for use. Select from the list above based on availability or
preference to satisfy the number of plants as indicated on the plans.
2.Location and quantity to be determined by City Staff
Permanent Seeding
Floodplain Bench Planting Zone #1 and #2
Permanent Seed Mix
Species Common Name Stratum Density (lbs/acre)Wetland
Indicator Status
Dichanthelium clandestinum Deer Tongue Herb 2.0 FAC
Conoclinium coelestinum Blue mistflower Herb 2.0 FAC
Coreopsis tinctoria Golden Tickseed Herb 1.5 FAC
Rudbeckia hirta Blackeyed Susan Herb 1.5 FACU
Hypericum punctatum Spotted St. Johnswort Herb 1.5 FAC
Sisyrinchium angustifolium Blue-eyed grass Herb 1.5 FACW
Pycnanthemum tenuifolium Narrowleaf Mountainmint Herb 1.5 FACW
Bidens aristosa Bur-marigold Herb 1.0 FACW
Juncus tenuis Path Rush Herb 1.0 FAC
Juncus effusus Common Rush Herb 1.0 OBL
Chamaecrista fasciculata Partridge Pea Herb 1.0 FACU
Eutrochium fistulosum Joe-pye weed Herb 1.0 FACW
Carex vulpinoidea Fox Sedge Herb 0.5 OBL
Carex vulpinoidea Fox Sedge Herb 0.5 OBL
Panicum anceps Beaked Panicgrass Herb 0.5 FAC
SHEET 3.2
SHEET 3.3
SHEET 3.4
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(HORIZONTAL)
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BETHEL ROAD
Streambank Planting Zone
Floodplain Bench Planting Zone #1
Floodplain Bench Planting Zone #2
Bioswale Planting Zone #1
Bioswale Planting Zone #2
Planting Zones
X
X
X
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+
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+
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Sheet IndexSheet Index
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SHEET 3.4
SHEET 3.3
SHEET 3.2
0'40'80'120'
(HORIZONTAL)
N
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K
SHEET 3.4
SHEET 3.3
SHEET 3.2
0'40'80'120'
(HORIZONTAL)
N
E
A
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T
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H
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BETHEL ROAD
11
4
+
0
0
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
119+0
0
1
2
0
+
0
0
12
1
+
0
0
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1
+
2
1
2
0
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+
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+
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+
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D
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C
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K
SHEET 3.4
SHEET 3.3
SHEET 3.2
0'40'80'120'
(HORIZONTAL)
N
Sh
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4.1
Native Material Riffle
Not to Scale
TOE OF SLOPE (TYP)
Plan View
Profile A-A'Section B-B'
TOP OF BANK (TYP)
RIFFLE INVERT PER PROFILE
TOP OF BANK (TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
SEE TYPICAL SECTIONS
FOR RIFFLE SIDE SLOPES
RIFFLE BOTTOM
WIDTH PER
TYPICAL SECTIONS
SEE PROFILE
FOR LENGTH OF RIFFLE
12" MIN.
FLOW
A A'
B'
B
CR-NM
NOTE:
1.SEE PROJECT SPECIFICATIONS FOR BED MATERIAL
GRADATION
Plan View
Profile View
A-A'
Log Section
B-B'
A'
5' MIN.
(TYP)
Angled Log Riffle
Not to Scale
2
4.1
1% - 2%
1/2 TO 2/3
BANKFULL
NOTES:
1.ONSITE ENGINEER TO SPECIFY THE LOCATION AND QUANTITY
OF LOGS.
2.LOGS SHALL BE HARVESTED FROM ON-SITE HARDWOOD
TREES 12" IN DIAMETER OR GREATER, UNLESS OTHERWISE
APPROVED BY ENGINEER. LOGS SHALL BE GENERALLY
STRAIGHT AND FREE OF ROT. ALL LIMBS SHALL BE
MECHANICALLY REMOVED PRIOR TO PLACEMENT AS SHOWN
ON THE DETAIL.
TOP OF BANK
BURY INTO BANK 5' MIN
BEYOND BANKFULL(TYP)
12" DIAMETER OR
GREATER (TYP)
FL
O
W
55° TO 65°
(TYP)0.5' MAX.NORMAL WATER
SURFACE
TOP OF BANK
NON-WOVEN
FILTER FABRIC
THALWEG
FLOW
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Mix of ABC, Class A
and Class B)
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NDCOT Mix of ABC, Class A and
Class B)TOE OF
SLOPE
BANKFULL
B
B'
A'
FL
O
W
CR-ALR
0.3' - 0.5'
EXCAVATE SMALL
POOLS 0.3' DEEP
DOWNSTREAM OF
IMBEDDED LOGS
PLACE LOG AT
END OF RIFFLE
Chunky Riffle
Not to Scale
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
Section A-A'
Plan View
Section B-B'
A A'
B
B'
VARIES PER
BASEFLOW
0.3 - 0.5'
3" MAX
3
4.1
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
TOP OF BANK (TYP)
RIFFLE INVERT PER PROFILE
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
SEE PROFILE
FOR LENGTH OF RIFFLE
CR-CH
12" MIN.
FLOW
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
THALWEG 0.3-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
V NOTCH 0.3'-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
V NOTCH 0.3'-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
Crayfish Glide
Not to Scale
4
4.1
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
A A'
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
SEE PROFILE
FOR LENGTH OF GLIDE
FLOW
Profile View
A-A'
BED MATERIAL
FLOW
CRAYFISH HABITAT
SLAB ROCKS.
SEE NOTES.
NOTE:
1.SLAB ROCKS SHALL BE A 2'x2', 2'x3', OR SOME EQUIVALENT
VARIATION. SLAB ROCKS SHALL BE MINIMUM OF 2-3" THICK,
BUT MAY BE MUCH LARGER.
2.STACK SLAB ROCKS IN THE GLIDE UPSTREAM OF THE POOL,
BUT DOWNSTREAM OF THE RIFFLE INVERT, IN A LOCATION
SUCH THAT THE CURRENT IS SWIFT ENOUGH TO PREVENT
SEDIMENT DEPOSITION UNDER OR ON TOP OF SLAB ROCKS
DURING A FLOOD EVENT.
3.TARGET 5 LARGER STACKED SLAB ROCK STRUCTURES PER
SPECIFIED RIFFLE, OR 10-15 SMALLER SLAB ROCK
STRUCTURES PER SPECIFIED RIFFLE IF LARGER ROCKS ARE
UNAVAILABLE.
4.SLAB ROCKS ARE TO BE HAND SELECTED AND INSTALLED AS
DIRECTED BY THE ENGINEER.
NORMAL WATER
SURFACE
TOP OF BANK
THALWEG
CRAYFISH HABITAT
SLAB ROCKS.
SEE NOTES.
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1
4.2
Boulder Toe - East Prong Hunting Creek
Not to Scale
NOTES:
1.BOULDERS SHALL BE BLOCKY IN NATURE. RIPRAP
IS NOT A PERMISSIBLE SUBSTITUTE FOR
BOULDER TOE.
2.ALL BOULDERS SHALL BE MINIMUM OF 4.0' L x
2.0' W x 2.0' H
FLOW
A
A'
TOP O
F
B
A
N
K
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOP O
F
B
A
N
K
(
T
Y
P
)
0.5'
NONWOVEN FILTER FABRIC
Plan View
Section A-A'
HEADER
ROCK(S)
FOOTER ROCK TO BE
BURIED 0.5' BELOW
STREAM BED.
BACKFILL MATERIAL WILL BE SOIL
FREE OF STONE AND DEBRIS
CONSISTING OF CLAY, CLAY
LOAM, OR SANDY CLAY LOAM
0.5'
NOTES:
1.OVEREXCAVATE 5' OUTSIDE OF TOP OF BANK (BANKFULL).
2.INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3.INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG BANK, RESTING ON TOP OF
PARALLEL BASE LOGS. PARALLEL BASE LOGS SHALL BE 6"-12” DIAMETER. PERPENDICULAR BASE
LOGS SHALL BE 4"-6" DIAMETER.
4.INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF SMALL BRANCHES
AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID SPACE. LIGHTLY COMPACT
BRUSH/WOODY DEBRIS LAYER.
5.BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND INSTALLED POINTING
SLIGHTLY UPSTREAM.
6.INSTALL COIR MATTING OVER BRUSH/WOODY DEBRIS AND BACKFILL LAYER.
7.INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL SECTION
DIMENSIONS.
8.SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS.
9.ONSITE ENGINEER ENGINEER SHALL APPROVE SELECT WOODY DEBRIS PRIOR TO INSTALLATION.
Plan View
TOP OF BANK (BANKFULL)
Section A-A'
BASE LOG
4"-6" DIAMETER
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
COIR MATTING OR EQUIVALENT
EROSION CONTROL MATTING.
BACKFILL
DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
BASE LOGS PERPENDICULAR TO FLOW
TOE OF SLOPE
2' MIN
3'
BRUSH MATERIAL TO BE
INSTALLED WITH A MINIMUM
OF 75% OF MATERIAL
EMBEDDED INTO BANK
FLOW
A
A'
EROSION CONTROL MATTING
TOP O
F
B
A
N
K
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOP O
F
B
A
N
K
(
T
Y
P
)
BASE LOGS PARALLEL TO FLOW
BACKFILL
NATIVE SOIL
BASE LOG
6-12" DIAMETERELEV. 6" BELOW
CHANNEL BOTTOM
ELEV. 1' ABOVE
DOWNSTREAM
RIFFLE INVERT
WIDTH PER TYPICAL SECTIONS
6"
Brush Toe
Not to Scale
3
4.2
RIP RAP BEDDING TO BE
BURIED 2' BELOW FOOTER
ROCK
2
4.2
Boulder Toe - Fiddlers Run
Not to Scale
FLOW
A
A'
TOP O
F
B
A
N
K
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOE O
F
S
L
O
P
E
(
T
Y
P
)
TOP O
F
B
A
N
K
(
T
Y
P
)
0.5'
NONWOVEN FILTER FABRIC
Plan View
Section A-A'
HEADER
ROCK(S)
FOOTER ROCK TO BE
BURIED 0.5' BELOW
STREAM BED.
BACKFILL MATERIAL WILL BE SOIL
FREE OF STONE AND DEBRIS
CONSISTING OF CLAY, CLAY
LOAM, OR SANDY CLAY LOAM
0.5'
RIP RAP BEDDING TO BE
BURIED 2' BELOW FOOTER
ROCK
NOTES:
1.BOULDERS SHALL BE BLOCKY IN NATURE. RIPRAP
IS NOT A PERMISSIBLE SUBSTITUTE FOR
BOULDER TOE.
2.ALL BOULDERS SHALL BE MINIMUM OF 4.0' L x
2.0' W x 2.0' H
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3
Profile View
Plan View
Section A - A'
FLOW
1
4.3
Log Sill
Not to Scale
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
EMBED LOG
5' BEYOND BANKFULL (MIN.)
EXCAVATED SCOUR
POOL PER PROFILE
SILL ELEVATION
PER PROFILE
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED MATERIAL
NON-WOVEN FILTER FABRIC
SILL ELEVATION
PER PROFILE (TYP)
SILL ELEVATION
PER PROFILE (TYP)
FOOTER LOG
HEADER LOG
SCOUR
POOL
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
EXCAVATE
PER PROFILE
Erosion Control Matting
Not to Scale
Section View
Plan View
6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
2
4.3
12"
1.25"
Eco-Stake
NOTES:
·TOP ROW OF STAKES SHOULD FACE
AWAY FROM THE STREAM.
·BOTTOM ROW OF STAKES SHOULD
FACE TOWARDS THE STREAM.
·MIDDLE ROWS OF STAKES SHOULD
FACE UPSTREAM.
3
4.3
Plan View
Section B-B'
Section A-A'
B'
B
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
Log J-Hook
Not to Scale
Y
FILTER FABRIC
EXTENDS 5' MIN.
H
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED RIVER ROCK
HEADER LOG
FOOTER LOG
HEADER LOG
FOOTER LOG
WOVEN FILTER FABRIC
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED RIVER ROCK
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING.
INVERT ELEVATION
PER PROFILE EXCAVATE POOL
PER PROFILE
PLACE HEADER BOULDERS
WITH 1' TO 2' CLEAR SPACE
BETWEEN ROCKS.
NO GAP BETWEEN FOOTERS
Fiddlers Run East Prong
Hunting Creek
H (FT)
X (FT)
Y (FT)
S (%)
MIN. BOULDER SIZE
(L,W,H)
EXTEND INTO
BANK IN TOP 1
3
OF SIDE SLOPES
Plan View
FLOW
FLOW
FL
O
W
B
B'
TOP OF BA
N
K
(
T
Y
P
)
TOE OF SLOPE (TYP)
A
A'
STREAMBED
NOTES:
1.LOG MAY BE ANGLED 20° TO 25° RELATIVE TO BANKFULL.
ECO-STAKE (TYP)
EROSION CONTROL
MATTING (TYP)
ECO-STAKE (TYP)
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
3' MAX.
SPACING
.4"
SCOUR
POOLFLOW
TOE OF SLOPE
A'
A
TOP OF BANK
FLOW
SLOPE (S)
25°
VANE ARM
LENGTH
(X)
5'
LENGTH OF
ARM (Y)
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
SCOUR
POOL
STRUCTURE INVERT
ELEVATIONS PER PROFILE.
25°-30°
EMBED LOG TO BANKFULL
OR 5' (MIN) WHICHEVER
IS GREATER
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING.
TOE OF SLOPE
FILTER FABRIC
EXTENDS 5' MIN.
Section A-A'
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
HEADER LOG
FOOTER LOG
NONWOVEN
FILTER FABRIC
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
A
A'
Section B-B'
H
TOP OF BANK
FLOW 3%-5%
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
FOOTER LOG
W-Weir
Not to Scale
4
4.3
NOTE: SPECIFICATIONS TO BE INCLUDED IN FINAL PLANS.