2022-12-13 - WSI Jones - 60% plans_revised

Western North Carolina Stream Initiative - Jones
Cedar Creek
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Typical Sections 1.1-1.5
Plan Sheets + Profile Sheets
Cedar Creek 2.1.1-2.1.5
Taylor Creek 2.2.1-2.2.2
UT1 2.3.1
UT2 2.4.1
UT3 2.5.1
Erosion and Sediment Control Sheets 3.1-3.2
Planting Sheets 4.1-4.2
Details 5.1-5.6
Earthwork Sections Placeholder
Vicinity Map
Not to Scale
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949NC ONE-CALL CENTER
Sheet Index
Project Directory
Owner:
Charles Anderson
Resource Institute
2631 Reynolda Road
Winston-Salem, NC 27106
336-750-0522
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60% PLANS
ISSUED 12.13.22
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Engineering:
704-332-7754
Wildlands Engineering, Inc
License No. F-0831
1430 South Mint Street, Suite 104
Charlotte, NC 28203
ASE, Project Engineer
Rutherford County, North Carolina
for
Resource Institute
Natural Resources
Conservation Service
Prepared By
Surveying:
Turner Land Surveying
P.O. Box 148
Swannanoa, NC 28778
919-827-0745
2-18-2022
© 2022 Microsoft Corporation © 2022 TomTom
© 2022 Microsoft Corporation © 2022 TomTom © 2022 Microsoft Corporation © 2022 TomTom
PROJECT LOCATION
1.6
TAYLOR CREEK
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UT1
UT2
UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
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0' 100' 200' 300'
(HORIZONTAL)
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GENERAL NOTES:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1-800-632-4949) PRIOR TO COMMENCEMENT OF WORK. ALL DAMAGE TOUTILITIES BY CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.2. CONTRACTOR TO REPAIR DISTURBED AREAS ON ALL PROPERTIES ACCESSED TO PRE-EXISTING CONDITION.3. CONTRACTOR SHALL DISPOSE OF EXCESS SOIL, ROCK, GRAVEL AND OF CLEARED AND GRUBBED MATERIALS INCLUDING TREES,SHRUBS, AND INVASIVE SPECIES AT AN APPROPRIATE LOCATION IN ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.4. DISPOSE OF TRASH AND DEBRIS GENERATED OR COLLECTED DURING WORK ACTIVITIES OR INDICATED ON PLANS AND DISPOSEOFFSITE IN ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.
CONSTRUCTION NOTES:1. EXCESS CUT MATERIAL FROM BANK GRADING TO BE REMOVED FROM 100-YEAR FLOODPLAIN TO SUITABLE ON-SITE
LOCATION (TO BE DETERMINED WITH LANDOWNER PERMISSION).2. GROUND STABILIZATION MUST BE ESTABLISHED WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN3:1, AND WITHIN 14 DAYS ON ALL OTHER AREAS. ALL PROPOSED STREAM BANKS, ON SHEETS 4.1-4.2, REQUIRESTABILIZATION WITHIN 7 DAYS.3. REMOVE INVASIVE SPECIES FROM PROJECT AREA AND DISPOSE OF PROPERLY.4. CONTRACTOR SHALL REPAIR FARM ROADS, AND RESTORE IT TO PRE-PROJECT CONDITION PRIOR TO DEMOBILIZATION.5. BACKFILL AREAS SHALL BE FILLED WITH PRIMARILY CLAY MATERIAL. FILL SHOULD BE INSTALLED IN COMPACTEDHORIZONTAL LIFTS NO THICKER THAN 12".6. WORK SHALL BE COMPLETED IN THE DRY WHERE POSSIBLE. PUMP AROUND MAY BE USED WHEN GRADING WITHINACTIVE STREAM CHANNEL.
Existing Features Proposed Features Proposed Structures
Morphologic Characteristics Table
Taylor Creek DA = 4,226 ac = 6.60 sq mi Existing Proposed
1 Stream Type C4 C4
2 Bankfull Area sq ft 40.9 54.3
3 Bankfull Width ft 26.6 30.0
4 Mean Bankfull Depth ft 1.5 1.8
5 Max. Depth ft 2.0 2.55
6 Width/Depth Ratio 17.2 16.6
7 Floodprone Width ft 35 >66
8 Entrenchment Ratio 1.3 >2.2
9 Bank Height Ratio 2.7 1.0
10 Sinuosity 1.05 --
11 Avg. Water Surface Slope ft/ft 0.011 0.010
12 Riffle Slope ft/ft 0.014-0.056 0.024
13 Riffle Length ft 68 79-90
14 Max. Pool Depth ft 4.6 6.5
15 Pool to Pool Spacing ft ----
16 Pool Length ft 75 99
Existing Property Line
Existing Thalweg
Existing Major Contour (5')
Existing Minor Contour (5')
Existing FEMA Floodplain
Existing Overhead Utility Line
Existing Road
Existing Tree
Existing Overhead Utility Pole
Existing Bedrock
Existing Riprap
Existing Treeline
Existing Fence
Existing Stormpipe
Proposed Thalweg Alignment
Proposed Bankfull
Proposed Back of Bench
Proposed Major Contour (5')
Proposed Minor Contour (1')
10+00
100
FEMA FP FEMA FP
B B B
100
Proposed Riffle Per Plans
Proposed Brush Toe
Proposed Log Vane
Proposed Rock J-hook
Proposed Ford Crossing
Proposed Log Sill
Proposed Rock Sill
Proposed Rock Vane
15.1
1-25.3
15.2
45.1
15.2
25.2
15.7
Morphologic Characteristics Table
Cedar Creek DA = 3,667 ac = 5.73 sq mi Existing Proposed
1 Stream Type C4 C4
2 Bankfull Area sq ft 51.5-63.8 54.9
3 Bankfull Width ft 23.2-36.6 30.0
4 Mean Bankfull Depth ft 1.7-2.2 1.8
5 Max. Depth ft 2.8-3.9 2.75
6 Width/Depth Ratio 10-21 16.5
7 Floodprone Width ft 54-82 >66
8 Entrenchment Ratio 2.2-2.3 >2.2
9 Bank Height Ratio 1.5-1.6 1.0
10 Sinuosity 1.28 1.14
11 Avg. Water Surface Slope ft/ft 0.0077 0.0086
12 Riffle Slope ft/ft 0011-0.024 0.011 - 0.027
13 Riffle Length ft 50-62 49-112
14 Max. Pool Depth ft 2.8-4.3 6.6
15 Pool to Pool Spacing ft 160 107-200
16 Pool Length ft 68-90 50-126
F
PROJECT NOTES:
1. TOPOGRAPHIC SURVEY WAS COMPLETED BY TURNER LAND SURVEYING IN FEBRUARY 2022.2. TOPOGRAPHIC DATA OUTSIDE SURVEY LIMITS WAS SUPPLEMENTED WITH LIDAR DATA FROM THE NC FLOODPLAIN MAPPINGPROGRAM.
XXX
OHE OHE OHE
35.2
Cedar Creek Reach 1 - Riffle Typical Section
Not to Scale
STA: 100+53 to 118+30
TIE TO EXISTING GROUND
PROPOSED THALWEG
PROPOSED BANKFULL
PROPOSED GRADE
Cedar Creek Reach 1 - Pool Typical Section
Not to Scale
STA: 100+53 to 118+30
TIE TO EXISTING GROUND
PROPOSED THALWEG
30'
8.75'6.25'6.25'8.75'
2.75'2.5'2.5'
42'
12.5'8.2'8.1'5'
6.6'
2.5'
PROPOSED GRADE
PROPOSED BANKFULL
3.5:13.5:1
2.5'
8.2'
2:1
2:1
2:1
5:1
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NOTES:
1. A MINIMUM 10' BANKFULL BENCH TO BE
CONSTRUCT ON BOTH SIDES OF THE CHANNEL.
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Taylor Creek - Riffle Typical Section
Not to Scale
STA: 208+11 to 210+80
Taylor Creek - Pool Typical Section
Not to Scale
STA: 208+11 to 210+80
PROPOSED BANKFULL
30'
7.25'7.75'7.75'7.25'
2.3'2.55'2.3'
PROPOSED GRADE
TIE TO EXISTING GROUND
PROPOSED THALWEG
TIE TO EXISTING GROUND
PROPOSED THALWEG
PROPOSED BANKFULL
PROPOSED GRADE
44'
21.2'
1.6'
21.2'
5.3'
3.5:1 3.5:1
4:1
4:1
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NOTES:
1. A MINIMUM 10' BANKFULL BENCH TO BE
CONSTRUCT ON BOTH SIDES OF THE CHANNEL.
UT1 - Riffle Typical Section
Not to Scale
STA: 301+67 to 302+02
UT1 - Pool Typical Section
Not to Scale
STA: 301+67 to 302+02
PROPOSED BANKFULL
PROPOSED GRADE
TIE TO EXISTING GROUND
PROPOSED THALWEG
TIE TO EXISTING GROUND
PROPOSED THALWEG
PROPOSED BANKFULL
PROPOSED GRADE
14.6'
6.8'
1'6.8'
1.7'
9.6'
2.8'2'2'2.8'
0.8'0.9'0.8'3.5:1 3.5:1
4:1 4:1
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1
3
5
1
6
-
T
y
p
i
c
a
l

S
e
c
t
i
o
n
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
1.
3
12
.
1
3
.
2
2
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
1
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
NOTES:
1. A MINIMUM 5' BANKFULL BENCH TO BE
CONSTRUCT ON BOTH SIDES OF THE CHANNEL.
UT2 - Riffle Typical Section
Not to Scale
STA: 400+42 to 401+91
UT2 - Pool Typical Section
Not to Scale
STA: 400+42 to 401+91
9'
2.45'2.05'2.05'2.45'
0.7'0.8'0.7'
PROPOSED BANKFULL
PROPOSED GRADE
TIE TO EXISTING GROUND
PROPOSED THALWEG
TIE TO EXISTING GROUND
PROPOSED THALWEG
PROPOSED BANKFULL
PROPOSED GRADE
14'
6.4'
1.2'
6.4'
1.6'
3.5:1 3.5:1
4:1 4:1
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
T
y
p
i
c
a
l

S
e
c
t
i
o
n
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
1.
4
12
.
1
3
.
2
2
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
2
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
NOTES:
1. A MINIMUM 5' BANKFULL BENCH TO BE
CONSTRUCT ON BOTH SIDES OF THE CHANNEL.
UT3 - Riffle Typical Section
Not to Scale
STA: 500+30 to 500+90
UT3 - Pool Typical Section
Not to Scale
STA: 500+30 to 500+90
PROPOSED BANKFULL
PROPOSED GRADE
TIE TO EXISTING GROUND
PROPOSED THALWEG
10.4'
2.8'
2.4'2.4'
2.8'
0.8'0.9'0.8'
TIE TO EXISTING GROUND
PROPOSED THALWEG
PROPOSED BANKFULL
PROPOSED GRADE
15.4'
7.2'
1'
7.2'
1.8'
3.5:1
3.5:1
4:1 4:1
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
T
y
p
i
c
a
l

S
e
c
t
i
o
n
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
1.
5
12
.
1
3
.
2
2
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
3
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
NOTES:
1. A MINIMUM 5' BANKFULL BENCH TO BE
CONSTRUCT ON BOTH SIDES OF THE CHANNEL.
1145
1150
1155
1160
1145
1150
1155
1160
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+20
-1.3%-1.3%
-2.4%
-2.6%
-1.4%
-1.6%
ST
A

=

1
0
0
+
5
3
EL
E
V

=

1
1
5
5
.
0
9
ST
A

=

1
0
1
+
4
9
EL
E
V

=

1
1
5
4
.
1
8
ST
A

=

1
0
1
+
9
9
EL
E
V

=

1
1
5
2
.
9
6
ST
A

=

1
0
2
+
4
9
EL
E
V

=

1
1
4
9
.
2
7
ST
A

=

1
0
3
+
3
9
EL
E
V

=

1
1
4
8
.
0
6
ST
A

=

1
0
3
+
5
6
EL
E
V

=

1
1
4
8
.
0
6
ST
A

=

1
0
3
+
7
2
EL
E
V

=

1
1
5
1
.
6
9
ST
A

=

1
0
1
+
1
0
EL
E
V

=

1
1
5
4
.
1
8
ST
A

=

1
0
1
+
1
0
EL
E
V

=

1
1
5
4
.
1
8
-2.4%
-2.6%
-1.4%
-1.6%
ST
A

=

1
0
0
+
5
3
EL
E
V

=

1
1
5
5
.
0
9
ST
A

=

1
0
1
+
1
7
EL
E
V

=

1
1
5
0
.
2
6
ST
A

=

1
0
1
+
3
6
EL
E
V

=

1
1
5
0
.
2
6
ST
A

=

1
0
1
+
4
9
EL
E
V

=

1
1
5
4
.
1
8
ST
A

=

1
0
1
+
9
9
EL
E
V

=

1
1
5
2
.
9
6
ST
A

=

1
0
2
+
1
7
EL
E
V

=

1
1
4
9
.
2
4
ST
A

=

1
0
2
+
4
9
EL
E
V

=

1
1
4
9
.
2
7
ST
A

=

1
0
2
+
7
4
EL
E
V

=

1
1
5
2
.
9
6
ST
A

=

1
0
3
+
2
2
EL
E
V

=

1
1
5
1
.
6
9
ST
A

=

1
0
3
+
3
9
EL
E
V

=

1
1
4
8
.
0
6
ST
A

=

1
0
3
+
5
6
EL
E
V

=

1
1
4
8
.
0
6
ST
A

=

1
0
3
+
7
2
EL
E
V

=

1
1
5
1
.
6
9
ST
A

=

1
0
1
+
1
0
EL
E
V

=

1
1
5
4
.
1
8
ST
A

=

1
0
1
+
1
0
EL
E
V

=

1
1
5
4
.
1
8
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
X
X
F
B
B
B
B B B B B B B B B B B B B
B
B
B
B
B
B
B
B
B
B
B B B B B B B B
B
B
B
B
B
B
B
B
B
B
B
B
BB
B
B
B
B
B
B
B
TB TB
TB
1160
116
0
1155
1155
1155
1155
1155
1155
1160
1155
1
1
5
5
1155
1155
1160
100+00
101+00
10
2
+
0
0
103
+
0
0
104+00
303+00
304
+
0
0
304
+
3
0
401+94
40
1
+
0
0
UT2
CEDAR CREEK
UT1
CR-CR
CR
-
C
R
CR-
C
R
CR-CR
CR
-
C
R
CR
-
C
R
CR
-
C
R
CR
-
C
R
PROPOSED FORD CROSSING
(SEE DETAIL 1, SHEET 5.7)
F
CEDA
R

C
R
E
E
K
1155
115
5
1155
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
4
+
2
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
1
.
1
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ce
d
a
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1140
1145
1150
1155
1140
1145
1150
1155
104+20 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 108+80
-1.0%-1.0%
-1.4%
-1.8%
ST
A

=

1
0
5
+
2
1
EL
E
V

=

1
1
5
0
.
3
8
ST
A

=

1
0
6
+
3
2
EL
E
V

=

1
1
4
8
.
8
2
ST
A

=

1
0
6
+
7
1
EL
E
V

=

1
1
4
4
.
9
9
ST
A

=

1
0
6
+
8
9
EL
E
V

=

1
1
4
8
.
8
2
ST
A

=

1
0
7
+
9
3
EL
E
V

=

1
1
4
3
.
6
1
ST
A

=

1
0
8
+
1
4
EL
E
V

=

1
1
4
3
.
6
1
-1.4%
-1.8%
ST
A

=

1
0
4
+
2
9
EL
E
V

=

1
1
5
0
.
8
8
STA = 104+33ELEV = 1147.13
ST
A

=

1
0
4
+
9
0
EL
E
V

=

1
1
4
7
.
1
3
ST
A

=

1
0
5
+
2
1
EL
E
V

=

1
1
5
0
.
3
8
ST
A

=

1
0
6
+
3
2
EL
E
V

=

1
1
4
8
.
8
2
ST
A

=

1
0
6
+
5
2
EL
E
V

=

1
1
4
4
.
9
9
ST
A

=

1
0
6
+
7
1
EL
E
V

=

1
1
4
4
.
9
9
ST
A

=

1
0
6
+
8
9
EL
E
V

=

1
1
4
8
.
8
2
ST
A

=

1
0
7
+
7
2
EL
E
V

=

1
1
4
7
.
3
5
ST
A

=

1
0
7
+
9
3
EL
E
V

=

1
1
4
3
.
6
1
ST
A

=

1
0
8
+
1
4
EL
E
V

=

1
1
4
3
.
6
1
ST
A

=

1
0
8
+
3
5
EL
E
V

=

1
1
4
7
.
3
5
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
X
X
X
X
X X X X
X
X
X
X
X
X
X
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
F
B B B B B B B B B B B B B B B B B B B B B B B
B
B
B B B B B B B B B
B
B
T B
TB
TB
TB
T B TB
T B
T B
TB
T B
1155
11
5
5
1150
1150
1
1
5
0
11
5
0
1155
1155
1150
1150
1150
1150
1150
1150
1155
1150
1150
1150
104
+
0
0
105+00
106+00
107+
0
0
108+00
109+00
501+04
50
0
+
0
0
50
1
+
0
0
UT
3
CR-
C
R
CR-CR
CR-C
R
CR
-
C
R
C
R
-
C
R
CR-CR
FCEDAR CREEK
PROPOSED FORD CROSSING
(SEE DETAIL 1, SHEET 5.7)
1155
1
1
6
0
MAT
C
H

L
I
N
E

-

S
T
A

1
0
4
+
2
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
6
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
1
.
2
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ce
d
a
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.
1
.
2
2.1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1137
1140
1145
1150
1155
1137
1140
1145
1150
1155
108+60 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00
-0.8%-0.8%
-1.4%
-1.1%
-1.6%
ST
A

=

1
0
9
+
6
0
EL
E
V

=

1
1
4
2
.
1
3
ST
A

=

1
0
9
+
8
1
EL
E
V

=

1
1
4
2
.
1
3
ST
A

=

1
1
0
+
8
5
EL
E
V

=

1
1
4
4
.
9
6
ST
A

=

1
1
1
+
4
0
EL
E
V

=

1
1
4
1
.
0
8
ST
A

=

1
1
2
+
8
7
EL
E
V

=

1
1
3
9
.
4
4
-1.4%
-1.1%
-1.6%
ST
A

=

1
0
9
+
4
0
EL
E
V

=

1
1
4
5
.
8
8
ST
A

=

1
0
9
+
6
0
EL
E
V

=

1
1
4
2
.
1
3
ST
A

=

1
0
9
+
8
1
EL
E
V

=

1
1
4
2
.
1
3
ST
A

=

1
1
0
+
0
1
EL
E
V

=

1
1
4
5
.
8
8
STA = 110+89ELEV = 1141.08
ST
A

=

1
1
1
+
4
0
EL
E
V

=

1
1
4
1
.
0
8
ST
A

=

1
1
1
+
6
8
EL
E
V

=

1
1
4
4
.
7
6
ST
A

=

1
1
2
+
6
4
EL
E
V

=

1
1
4
3
.
2
7
ST
A

=

1
1
2
+
8
7
EL
E
V

=

1
1
3
9
.
4
4
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
XXX
X
X
X
X X X X X X X X X X X X
BBBBBBBBBBBBBBBB
B
B
BBBBBBBBBBBBBBBB
B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B1150
1150
115
0
1150
1150
1150
1145
1145
1150
1150
1
1
5
0
1150
1
1
5
0
11501150
109+00
11
0
+
0
0
111+
0
0
112+0
0
113+00CR-CR
CR
-
C
R
CR-CRCEDAR CREEK
1
1
5
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
6
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
3
+
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
1
.
3
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ce
d
a
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1135
1140
1145
1150
1135
1140
1145
1150
113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+40
-0.8%-0.8%
-2.5%
-1.3%
ST
A

=

1
1
3
+
6
1
EL
E
V

=

1
1
3
9
.
4
4
ST
A

=

1
1
3
+
8
9
EL
E
V

=

1
1
4
3
.
2
7
ST
A

=

1
1
5
+
7
0
EL
E
V

=

1
1
4
1
.
6
0
ST
A

=

1
1
6
+
4
6
EL
E
V

=

1
1
4
0
.
5
8
-2.5%
-1.3%
ST
A

=

1
1
3
+
6
1
EL
E
V

=

1
1
3
9
.
4
4
ST
A

=

1
1
4
+
5
7
EL
E
V

=

1
1
4
1
.
6
0
ST
A

=

1
1
4
+
8
1
EL
E
V

=

1
1
3
7
.
8
4
ST
A

=

1
1
5
+
3
3
EL
E
V

=

1
1
3
7
.
8
4
ST
A

=

1
1
5
+
7
0
EL
E
V

=

1
1
4
1
.
6
0
ST
A

=

1
1
6
+
4
6
EL
E
V

=

1
1
4
0
.
5
8
ST
A

=

1
1
6
+
6
2
EL
E
V

=

1
1
3
6
.
3
6
ST
A

=

1
1
6
+
9
3
EL
E
V

=

1
1
3
6
.
3
6
ST
A

=

1
1
7
+
1
7
EL
E
V

=

1
1
4
0
.
5
8
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BBBBBBBB
B
B
B
B
B
B
B
B
B
B
BBBBBBBBBBBBBBBBB
B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B
114
5
1145
1145
1140
1140
114
5
1145
1
1
4
5
11
4
5
1145
1145
1145
1
1
4
0
11
4
0
1145
113+00
11
4
+
0
0
115+00
116
+
0
0
117+00
118+00
CR
-
C
R
CR-C
R
CR-C
R
CEDAR CREEK
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
3
+
0
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
1
7
+
4
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
1
.
4
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ce
d
a
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1132
1135
1140
1145
1150
1132
1135
1140
1145
1150
117+30 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 121+70
-0.5%-0.5%
-2.7%
-1.5%ST
A

=

1
1
8
+
0
0
EL
E
V

=

1
1
3
5
.
4
9
-2.7%
-1.5%
ST
A

=

1
1
7
+
6
5
EL
E
V

=

1
1
3
9
.
2
9
STA = 117+68ELEV = 1135.49
ST
A

=

1
1
8
+
0
0
EL
E
V

=

1
1
3
5
.
4
9
ST
A

=

1
1
8
+
3
0
EL
E
V

=

1
1
3
8
.
8
2
ST
A

=

1
1
8
+
4
3
EL
E
V

=

1
1
3
8
.
6
2
ST
A

=

1
1
8
+
6
0
EL
E
V

=

1
1
3
7
.
0
0
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
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
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B B B B B B B B B B B B B B B B B
TB
T B TB
TB
TB
TB
TB
T B
TB
T B
TB
T B T B TB
1145
1145
11
4
5
1140
1140
1
1
4
0
11
4
0
1140
1140
1145
1145
114
5
117+00
118+00
119+
0
0
120+0
0
121+00
121+
8
8
210
+
8
9
CR-
C
R
CR
-
C
R
CEDAR CREEK
TA
Y
L
O
R

C
R
E
E
K
1140
MAT
C
H

L
I
N
E

-

S
T
A

1
1
7
+
4
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
1
.
5
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ce
d
a
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1135
1140
1145
1150
1135
1140
1145
1150
204+20 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 208+80
-2.4%
ST
A

=

2
0
8
+
1
1
EL
E
V

=

1
1
4
2
.
8
2
-2.4%
ST
A

=

2
0
8
+
1
1
EL
E
V

=

1
1
4
2
.
8
2
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
B B B B B B
B B B B B B
TAYLOR CREEK
1150
1145
1145
1145
1145
1
1
4
5
1145
115
0
20
4
+
0
0
205+0
0
206+00
207+00
208+00
209+00
CR-CR
N/FBARBARA ROUSE SAMSD.B. 15E, PG. 41P.B. 17, PG. 66PIN: 0655-65-7621
MAT
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
+
8
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
-
T
r
i
b
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
2
.
1
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ta
y
l
o
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1132
1135
1140
1145
1150
1132
1135
1140
1145
1150
208+60 209+00 209+50 210+00 210+50 211+00 211+42
-1.2%-1.2%
-2.4%
ST
A

=

2
0
9
+
0
2
EL
E
V

=

1
1
4
0
.
6
2
ST
A

=

2
1
0
+
8
0
EL
E
V

=

1
1
3
8
.
6
1
ST
A

=

2
1
0
+
0
1
EL
E
V

=

1
1
4
0
.
4
9
-2.4%
ST
A

=

2
0
9
+
0
2
EL
E
V

=

1
1
4
0
.
6
2
ST
A

=

2
1
0
+
8
0
EL
E
V

=

1
1
3
8
.
6
1
ST
A

=

2
1
0
+
0
1
EL
E
V

=

1
1
4
0
.
4
9
ST
A

=

2
0
9
+
2
6
EL
E
V

=

1
1
3
7
.
8
1
ST
A

=

2
0
9
+
8
3
EL
E
V

=

1
1
3
7
.
8
1
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T
B
T
B
T
B
T
B
T
B
TB
TB
TB
T
B
T
B
B
B
B
B
B
B B B B B B B B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B B B B B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BTAYLOR CREEK
CE
D
A
R

C
R
E
E
K
114
5
1145
1140
1140
114
0
114011
4
0
11
4
0
1
1
4
5
114511
4
5
1145
1145
1145
1145
11
4
5
11
4
5
1145
208+0
0
209+00
210+00
210+89
CR-CR
CR-CR
1
1
8
+
0
0
119+00
1
2
0
+
0
0
N/FGAYLE PERDUE SAMSD.B. 15E, PG. 730P.B. 17, PG. 66PIN: 0655-75-1368
N/FRAYMOND J. JONESD.B. 902, PG. 497P.B. 17, PG. 66PIN: 0655-75-7974
N/FBARBARA ROUSE SAMSD.B. 15E, PG. 41P.B. 17, PG. 66PIN: 0655-65-7621
N/FRAYMOND J. JONESD.B. 1009, PG. 855P.B. 17, PG. 66PIN: 0655-76-2271
N/FBARBARA ROUSE SAMSD.B. 15E, PG. 41P.B. 17, PG. 66PIN: 0655-66-8033
N/FLARRY LEE 'LT'RICHARDSOND.B. 831, PG. 8P.B. 17, PG. 66PIN: 0655-75-2376
MA
T
C
H

L
I
N
E

-

S
T
A

2
0
8
+
8
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
-
T
r
i
b
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
2
.
2
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ta
y
l
o
r

C
r
e
e
k
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1150
1155
1160
1165
1150
1155
1160
1165
300+30 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00
-1.3%
-1.6%
-1.1%
-2.0%
-1.9%
-2.3%
-1.2%
-0.8%
-0.4%
ST
A

=

3
0
1
+
6
7
EL
E
V

=

1
1
5
6
.
5
4
-1.3%
-1.6%
-1.1%
-2.0%
-1.9%
-2.3%
-1.2%
-0.8%
-0.4%
-1.0%
-1.0%
-1.1%
-1.1%
-0.9%
-1.0%
-1.0%
-1.1%
-1.1%
-0.9%
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
ST
A

=

3
0
1
+
8
8
EL
E
V

=

1
1
5
6
.
2
5
STA = 301+90ELEV = 1155.27
ST
A

=

3
0
1
+
6
7
EL
E
V

=

1
1
5
6
.
5
4
STA = 302+00ELEV = 1155.27
ST
A

=

3
0
2
+
0
2
EL
E
V

=

1
1
5
5
.
9
8
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
F
CEDAR
C
R
E
E
K

R
D
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B
B
B
B
B
B B B B B
B
B
B
B
B
B
B
B
B
B
B
B B B B
B
B
B
B
B
B
B
B
B
B
UT1
C
E
D
A
R

C
R
E
E
K
1
1
5
5
1
1
5
5
1
1
6
0
STA 301+67
BEGIN CHANNEL
REALIGNMENT.
STA 302+02END CHANNELREALIGNMENT.
CEDAR
C
R
E
E
K

R
D
3
0
0
+
0
0
301+00
30
2
+
0
0
303
+
0
0
304+00
11
5
5
11
5
5
1160
1160
11
6
0
1165
11
6
5
11
7
0
1170
11751175
C
R
-
C
R
1
0
1
+
0
0
1
0
2
+
0
0
103+00
N/FRAYMOND J. JONESD.B. 1043, PG. 479P.B. 17, PG. 66PIN: 0655-67-9077
N/FRAYMOND J. JONESD.B. 1043, PG. 479P.B. 17, PG. 66PIN: 0655-76-0762
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
-
T
r
i
b
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
3
.
1
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
1
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1148
1150
1155
1160
1165
1148
1150
1155
1160
1165
400+00 400+50 401+00 401+50 402+00 402+20
-3.7%-3.7%
-4.6%
-4.3%
STA = 401+14ELEV = 1153.67
ST
A

=

4
0
1
+
1
8
EL
E
V

=

1
1
5
4
.
2
7
ST
A

=

4
0
1
+
9
1
EL
E
V

=

1
1
5
1
.
4
5
-4.6%
-4.3%
ST
A

=

4
0
0
+
4
2
EL
E
V

=

1
1
5
6
.
9
6
ST
A

=

4
0
0
+
6
3
EL
E
V

=

1
1
5
6
.
0
4
ST
A

=

4
0
0
+
8
3
EL
E
V

=

1
1
5
5
.
6
3
ST
A

=

4
0
1
+
0
3
EL
E
V

=

1
1
5
4
.
5
7
STA = 400+65ELEV = 1154.95
STA = 400+79ELEV = 1154.95
STA = 401+04ELEV = 1153.67
ST
A

=

4
0
1
+
3
3
EL
E
V

=

1
1
5
3
.
5
0
ST
A

=

4
0
1
+
9
1
EL
E
V

=

1
1
5
1
.
4
5
STA = 401+36ELEV = 1152.28
STA = 401+52ELEV = 1152.28
ST
A

=

4
0
1
+
5
5
EL
E
V

=

1
1
5
2
.
9
9
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BBBBBBBB
B B B B B B B B
C
E
D
A
R

C
R
E
E
K
115
5
1155
1
1
5
5
1
1
5
5
11
5
5
11
5
5
11
6
0
11
6
5
11
7
0
1
1
7
0
11
7
0
11
5
5
1
1
5
5
1
1
6
0
1
1
6
5
C
E
D
A
R

C
R
E
E
K

R
D
400+00
401+00
401+94
UT2
CR-CR
CR-CR CR-CR
CR-CR
103
+
0
0
105
+
0
0
N/FRAYMOND J. JONESD.B. 1043, PG. 479P.B. 17, PG. 66PIN: 0655-76-0762
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
-
T
r
i
b
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
4
.
1
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
2
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
1140
1145
1150
1155
1140
1145
1150
1155
499+80 500+00 500+50 501+00 501+20
-0.8%-0.8%
-0.8%-1.0%
ST
A

=

5
0
0
+
3
0
EL
E
V

=

1
1
4
8
.
5
0
ST
A

=

5
0
0
+
6
0
EL
E
V

=

1
1
4
8
.
3
7
-0.8%-1.0%
ST
A

=

5
0
0
+
3
0
EL
E
V

=

1
1
4
8
.
5
0
ST
A

=

5
0
0
+
4
7
EL
E
V

=

1
1
4
8
.
3
6
STA = 500+51ELEV = 1147.62
STA = 500+56ELEV = 1147.62
ST
A

=

5
0
0
+
6
0
EL
E
V

=

1
1
4
8
.
3
7
ST
A

=

5
0
0
+
9
0
EL
E
V

=

1
1
4
8
.
0
8
EXISTING GROUND
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B
B
B
B
B
B
B
BB
UT3 CED
A
R

C
R
E
E
K
1150 115
0
1
1
5
0
1
1
5
0
11
5
5
1155
116
0
1160
CR-CR
CR-CR
500+00 501+00
107
+
0
0
10
8
+
0
0
N/FBARBARA ROUSE SAMSD.B. 15E, PG. 41P.B. 17, PG. 66PIN: 0655-66-8033
N/FRAYMOND J. JONESD.B. 1043, PG. 479P.B. 17, PG. 66PIN: 0655-76-0762
N/FRAYMOND J. JONESD.B. 1009, PG. 855P.B. 17, PG. 66PIN: 0655-76-2271
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
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
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
P
r
o
f
i
l
e
s
-
T
r
i
b
s
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
2.
5
.
1
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
3
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
TAYLOR CRE
E
K
C
E
D
A
R

C
R
E
E
K
2
.
1
.
1
2.1.2
2.
1
.
3
2.
1
.
4
2.
1
.
5
UT1
UT2 UT3
2.2.1 2.2.2
2.3.1
2.4.1 2.5.1
FEMA FP
FEMA

F
P
F
E
M
A

F
P
FE
M
A

F
P
F
E
M
A

F
P
FEMA

F
P
FEMA

F
P
FE
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
FE
M
A

F
P
FEMA FP
FEMA FP FEM
A

F
P
FEMA FPFEMA FP
FEMA FP
FEMA

F
P
FEM
A

F
P
FEMA F
P
FEM
A

F
P
FE
M
A

F
P
FEMA FPFEMA FP
FE
M
A

F
P
FE
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
TB
T
T
STAGING/SOILSTOCKPILE AREA
TEMPORARY STREAM
CROSSING (TYP.)
TEMPORARY
STREAM CROSSING
CEDAR CREEK ROAD
CONSTRUCTION
ENTRANCE
UT1
UT3
UT2
LODLODLODLODLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLOD
LO
D
LO
D
[X][X]
[X]
[X]
[X
]
[X]
[X]
[X]
10
0
+
0
0
1
0
2
+
0
0
104
+
0
0
106+0
0
108+00
110
+
0
0
30
0
+
0
0
30
2
+
0
0
304+00
400+
0
0
401
+
0
0
5
0
0
+
0
0
CEDAR CREEK
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

3
.
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
E
S
C
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n
3.
1
N
TAYLOR
CREEK
S
H
E
E
T

3
.
1
S
H
E
E
T

3
.
2
C
E
D
A
R
C
R
E
E
K
UT1
UT3UT2
Notes:
1. The contractor shall maintain erosion and sediment control devices
in accordance with the appropriate city and state erosion and
sediment control ordinances.
2. Ground stabilization must be established within 7 days on
perimeter areas and slopes steeper than 3:1, and within 14 days on
all other areas. All proposed stream banks, on Sheet 4.1-4.2, require
stabilization within 7 days.
3. The contractor shall prevent standing water due to construction.
4. Disturbed areas shall be seeded and mulched at the discretion of
the Engineering and in accordance with Sheet 4.1.
5. The contractor shall follow the erosion control measures as shown
on sheets unless otherwise approved by the Engineer.
6. Straw wattles to be installed on an as needed basis along the top of
the active stream channel banks where overland sediment is
reaching the channel. This shall be directed by the engineer in the
field.
7. All construction traffic to use crossing as shown in plans.
8. All wetlands outside of limits of disturbance and permitted impact
areas shall be avoided.
9. Efforts shall be made by the contractor to maintain a minimum
distance of 25' between temporary stockpiles and proposed stream
top of banks.
10.Spoil areas shall have slopes no steeper than 2:1.
11.All offsite borrow and/or stockpile areas shall be permitted through
NC DEMLR and NCDEQ. Coordinate with the design engineer before
engaging in such activities.
12.Work shall be performed in the dry to the maximum extent
possible. In conditions where work must be done in a live stream,
pump around may be used.
24-Hour Erosion Control Contact:
Aaron Earley, P.E.
Widlands Engineering, Inc.1430 S. Mint St., Suite 104
Charlotte, NC 28203704-891-0848Project ID: TBD
Erosion Control Features
[X][X][X]
LOD LOD
Existing FEMA Floodplain
Proposed Limits of Disturbance
Proposed Safety Fence
See Detail 4, Sheet 5.5
Proposed Silt Fence
See Detail 2, Sheet 5.5
Proposed Silt Fence Outlet
See Detail 3, Sheet 5.5
Proposed Temporary Ford
See Detail 2, Sheet 5.4
Proposed Construction Entrance
See Detail 1, Sheet 5.5
T
SAF SAF SAF
Area of land disturbed: 9.4 acres
FEMA FP FEMA FP
FEM
A

F
P
FE
M
A

F
P
F
E
M
A

F
P
FE
M
A

F
P
FEM
A

F
P
F
E
M
A

F
P
FEMA F
P
FEMA FP
FEMA

F
P
FEMA FP
FEM
A

F
P
FE
M
A

F
P
FEM
A

F
P
FEM
A

F
P
FEMA FP
FE
M
A

F
P
FE
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
F
E
M
A

F
P
FE
M
A

F
P
FEMA FP
FEMA FP FEM
A

F
P
FEMA FP FEMA FP FEMA
F
P
FEMA

F
P
FE
M
A

F
P
FEMA FPFE
M
A

F
P
FEM
A

F
P
FEMA FP FEMA FP FEM
A

F
P
FE
M
A

F
P
FEMA

F
P FEMA FP
FE
M
A

F
P
FEM
A

F
P
FE
M
A

F
P
FE
M
A

F
P
FEMA FP FEMA

F
P
FEMA

F
P
FEMA

F
P
FEMA FP
FE
M
A

F
P
FEM
A

F
P
FEMA
F
P FEMA FP
FEM
A

F
P
FEMA

F
P
FEMA
F
P
FEMA FP
FEMA

F
P
FE
M
A

F
P
FEMA FP
FEMA FPFEMA FP
FEMA FP
FEMA F
PFEMA FPFEMA FP
FEMA FP
FEMA

F
P
FEM
A

F
P
FEMA
F
P
T B
T
T
TEMPORARY STREAM
CROSSING (TYP.)
TEMPORARYSTREAM CROSSING TAY
L
O
R

C
R
E
E
K
CEDAR CREEK
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
L
O
D
LODLOD
L
O
DLOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LO
D
LO
D
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
110
+
0
0
112+
0
0
11
4
+
0
0
116
+
0
0
118+00
120+00
121+
8
8
208+
0
0
21
0
+
0
0
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

3
.
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
:
14
3
0

S
o
u
t
h

M
i
n
t

S
t
r
e
e
t
,

S
u
i
t
e

1
0
4
Ch
a
r
l
o
t
t
e
,

N
C

2
8
2
0
3
Te
l
:

7
0
4
.
3
3
2
.
7
7
5
4
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
DRA
F
T
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
W
1
3
5
1
6
_
R
e
s
o
u
r
c
e
_
I
n
s
t
i
t
u
t
e
_
W
N
C
S
I
_
J
o
n
e
s
\
C
a
d
d
\
P
l
a
n
s
\
1
3
5
1
6
-
E
S
C
.
d
w
g
De
c
e
m
b
e
r

1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
12
.
1
3
.
2
2
Sheet Index
WN
C
S
I

-

J
o
n
e
s
Ru
t
h
e
r
f
o
r
d

C
o
u
n
t
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n
3.
2
N
TAYLOR
CREEK
S
H
E
E
T

3
.
1
S
H
E
E
T

3
.
2
C
E
D
A
R
C
R
E
E
K
UT1
UT3UT2
24-Hour Erosion Control Contact:
Aaron Earley, P.E.
Widlands Engineering, Inc.1430 S. Mint St., Suite 104
Charlotte, NC 28203704-891-0848
Project ID: TBD
Erosion Control Features
Area of land disturbed: 9.4 acres
[X][X][X]
LOD LOD
Existing FEMA Floodplain
Proposed Limits of Disturbance
Proposed Safety Fence
See Detail 4, Sheet 5.5
Proposed Silt Fence
See Detail 2, Sheet 5.5
Proposed Silt Fence Outlet
See Detail 3, Sheet 5.5
Proposed Temporary Ford
See Detail 2, Sheet 5.4
Proposed Construction Entrance
See Detail 1, Sheet 5.5
T
SAF SAF SAF
FEMA FP FEMA FP
Notes:
1. The contractor shall maintain erosion and sediment control devices
in accordance with the appropriate city and state erosion and
sediment control ordinances.
2. Ground stabilization must be established within 7 days on
perimeter areas and slopes steeper than 3:1, and within 14 days on
all other areas. All proposed stream banks, on Sheet 4.1-4.2, require
stabilization within 7 days.
3. The contractor shall prevent standing water due to construction.
4. Disturbed areas shall be seeded and mulched at the discretion of
the Engineering and in accordance with Sheet 4.1.
5. The contractor shall follow the erosion control measures as shown
on sheets unless otherwise approved by the Engineer.
6. Straw wattles to be installed on an as needed basis along the top of
the active stream channel banks where overland sediment is
reaching the channel. This shall be directed by the engineer in the
field.
7. All construction traffic to use crossing as shown in plans.
8. All wetlands outside of limits of disturbance and permitted impact
areas shall be avoided.
9. Efforts shall be made by the contractor to maintain a minimum
distance of 25' between temporary stockpiles and proposed stream
top of banks.
10.Spoil areas shall have slopes no steeper than 2:1.
11.All offsite borrow and/or stockpile areas shall be permitted through
NC DEMLR and NCDEQ. Coordinate with the design engineer before
engaging in such activities.
12.Work shall be performed in the dry to the maximum extent
possible. In conditions where work must be done in a live stream,
pump around may be used.
TB
UT1
UT3
UT2
LODLODLODLODLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLOD
LO
D
LO
D
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

4
.
2
CEDAR CREEK
30
0
+
0
0
301+00
30
2
+
0
0
303
+
0
0
304+00
10
0
+
0
0
1
0
1
+
0
0
1
0
2
+
0
0
103+00 104+
0
0
105+00
106+0
0
107+
0
0
108+00
109+00
110
+
0
0
111+00
5
0
0
+
0
0
50
1
+
0
0
400+
0
0
401
+
0
0
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7
7
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3
1
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6
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1
3
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2
0
2
2
00
5
-
1
3
5
1
6
NB
H
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EG
R
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12
.
1
3
.
2
2
Sheet Index
WN
C
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I

-

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P
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4.
1
N
TAYLOR
CREEK
S
H
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4
.
1
S
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T

4
.
2
C
E
D
A
R
C
R
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K
UT1
UT3UT2
Riparian Woody Zone
See Detail
35' wide zone: 3 rows bare roots along Tops of Banks at 12' O.C.
10 ' wide zone: 1 row bare roots along Tops of Banks at 12' O.C.
Bare roots
Species Common Name Indiv.
Spacing
Caliper
Size Stratum % of
Stems
Alnus serrulata Tag Elder 6 ft. 0.25"-1.0"
Canopy 15%
Quercus phellos Willow Oak 6 ft. 0.25"-1.0"
Canopy 15%
Platanus occidentalis Sycamore 6 ft. 0.25"-1.0"
Canopy 15%
Betula nigra River Birch 6 ft. 0.25"-1.0"
Canopy 15%
Quercus rubra Northern Red Oak 6 ft. 0.25"-1.0"
Canopy 10%
Quercus michauxii Swamp Chestnut
Oak 6 ft.0.25"-1.0"Canopy 15%
Acer negundo Boxelder 6 ft.0.25"-1.0"Canopy 15%
Streambank Zone
See Detail
Live Stakes: 4' O.C. Diamond Pattern
Species Common Name Max
Spacing
Indiv.
Spacing Min. Size Stratum
% of
Stems
Physocarpus opulifolius Ninebark 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 20%
Cornus ammomum Silky Dogwood 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 40%
Salix sericea Silky Willow 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 40%
100%
Permanent Riparian Seeding
To be planted within Streambank and Riparian Woody Zones
Pure Live Seed (20 lbs/acre)
Approved Dates Species Name Common Name Stratum
Density
(lbs/acr
e)
All Year Panicum rigidulum Redtop Panicgrass Herb 3.0
All Year Agrostis hyemalis Winter Bentgrass Herb 3.0
All Year Chasmanthium
latifolium River Oats Herb 2.0
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
All Year Panicum clandestinum Deertongue Herb 3.0
All Year Elymus virginicus Virginia Wild Rye Herb 2.0
All Year Asclepias syrica Common Milkweed Herb 0.2
All Year Baptisia australis Blue False Indigo Herb 0.2
All Year Heliopsis helianthoides Oxeye Sunflower Herb 1.0
All Year Echinacea purpurea Purple Coneflower Herb 0.6
Temporary Seeding
Pure Live Seed
Approved
Dates Species Name Common
Name Stratum Density
(lbs/acre)
Aug 15 - May
1 Secale cereale Rye Grain Herb 140
May 1 - Aug
15 Setaria italica German Millet Herb 50
Stabilization Seeding Outside Riparian Zone
Approved
Dates Species Name Common Name Stratum
Density
(lbs/acre)
All Year Festuca
arundinacea Tall Fescue Herb 80
NOTE: PLANTING NOT TO EXCEED 35 FEETFROM PROPOSED TOP OF BANK.
NOTE: ALL AREAS WITHIN THE LIMITS OFDISTURBANCE BUT OUTSIDE OTHERPLANTING ZONES TO BE SEEDED.
T B
TAY
L
O
R

C
R
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E
K
CEDAR CREEK
MA
T
C
H
L
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-

S
E
E

S
H
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T

4
.
1
1.6
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
L
O
D
LODLOD
L
O
DLOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LO
D
LO
D
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLOD
207
+
0
0
208+
0
0
209
+
0
0
21
0
+
0
0
210
+
8
9
109+00
110
+
0
0
111+00
112+
0
0
113+00
11
4
+
0
0
115+00
116+
0
0
117+00
118+00
119
+
0
0
120+00
121+00
121+
8
8
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2
8
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3
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7
7
5
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F
-
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8
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1
DRA
F
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X:
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6
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1
3
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2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
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12
.
1
3
.
2
2
Sheet Index
WN
C
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I

-

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4.
2
N
TAYLOR
CREEK
S
H
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4
.
1
S
H
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E
T

4
.
2
C
E
D
A
R
C
R
E
E
K
UT1
UT3UT2
Streambank Zone
See Detail
Live Stakes: 4' O.C. Diamond Pattern
Species Common Name Max
Spacing
Indiv.
Spacing Min. Size Stratum
% of
Stems
Physocarpus opulifolius Ninebark 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 20%
Cornus ammomum Silky Dogwood 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 40%
Salix sericea Silky Willow 6 ft.3 ft.0.5"-1.5" Dia. 24"
Length Shrub 40%
100%
Permanent Riparian Seeding
To be planted within Streambank and Riparian Woody Zones
Pure Live Seed (20 lbs/acre)
Approved Dates Species Name Common Name Stratum
Density
(lbs/acre)
All Year Panicum rigidulum Redtop Panicgrass Herb 3.0
All Year Agrostis hyemalis Winter Bentgrass Herb 3.0
All Year Chasmanthium
latifolium River Oats Herb 2.0
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
All Year Panicum clandestinum Deertongue Herb 3.0
All Year Elymus virginicus Virginia Wild Rye Herb 2.0
All Year Asclepias syrica Common Milkweed Herb 0.2
All Year Baptisia australis Blue False Indigo Herb 0.2
All Year Heliopsis helianthoides Oxeye Sunflower Herb 1.0
All Year Echinacea purpurea Purple Coneflower Herb 0.6
Temporary Seeding
Pure Live Seed
Approved
Dates Species Name Common
Name Stratum Density
(lbs/acre)
Aug 15 - May
1 Secale cereale Rye Grain Herb 140
May 1 - Aug
15 Setaria italica German Millet Herb 50
Stabilization Seeding Outside Riparian Zone
Approved
Dates Species Name Common Name Stratum
Density
(lbs/acre)
All Year Festuca
arundinacea Tall Fescue Herb 80
NOTE: PLANTING NOT TO EXCEED 35 FEET FROMPROPOSED TOP OF BANK.
NOTE: ALL AREAS WITHIN THE LIMITS OF
DISTURBANCE BUT OUTSIDE OTHERPLANTING ZONES TO BE SEEDED.
Riparian Woody Zone
See Detail
35' wide zone: 3 rows bare root along Tops of Banks at 12' O.C.
10 ' wide zone: 1 row bare roots along Tops of Banks at 12' O.C.
Bare roots
Species Common Name Indiv.
Spacing
Caliper
Size Stratum % of
Stems
Alnus serrulata Tag Elder 6 ft.0.25"-1.0"Canopy 15%
Quercus phellos Willow Oak 6 ft.0.25"-1.0"Canopy 15%
Platanus occidentalis Sycamore 6 ft.0.25"-1.0"Canopy 15%
Betula nigra River Birch 6 ft.0.25"-1.0"Canopy 15%
Quercus rubra Northern Red Oak 6 ft.0.25"-1.0"Canopy 10%
Quercus michauxii Swamp Chestnut
Oak 6 ft.0.25"-1.0"Canopy 15%
Acer negundo Boxelder 6 ft.0.25"-1.0"Canopy 15%
Sh
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B
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:
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:
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:
14
3
0

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1
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4
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2
8
2
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3
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4
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3
3
2
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7
7
5
4
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N
o
.

F
-
0
8
3
1
DRA
F
T
X:
\
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1
3
5
1
6
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1
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5
1
6
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s
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1
3
,

2
0
2
2
00
5
-
1
3
5
1
6
NB
H
/
C
S
E
EG
R
AS
E
5.
1
12
.
1
3
.
2
2
WN
C
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I

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s
1
5.1
Constructed Riffle
Not to Scale
RIFFLE BOTTOMWIDTH PERTYPICAL SPECIFICATIONS
Plan View
SEE PROFILEFOR LENGTH OF RIFFLE
Profile A-A'
Section B-B'
TOP OF BANK (TYP)
RIFFLE INVERT PER PROFILE
TOP OF BANK (TYP)
HEAD OF RIFFLE ELEVATIONPOINT PER PROFILE
TAIL OF RIFFLE ELEVATIONPOINT PER PROFILE
BED MATERIALSEE SIZING TABLE - DETAIL 2,SHEET 5.1
SEE SIZING TABLE- DETAIL 2 SHEET5.1 FOR RIFFLETHICKENSS
FLOW A A'
B'
B
NOTE:
1. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE
SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE.
FLOW
CR-CR
EXTEND RIFFLE MATERIAL12" UP SIDE SLOPES FORTOE PROTECTION
EXTEND RIFFLE MATERIAL12" UP SIDE SLOPES FORTOE PROTECTION
SLOPE (S)H TOE OFSLOPE
FOOTER LOG
TOP OF BANK
Profile B-B'
INVERT ELEVATIONPER PROFILE
HEADER LOG
W
SCOURPOOL
FL
O
W
EXCAVATE POOLPER PROFILE
Plan View
A'
A
TO
P

O
F

B
A
N
K

(
T
Y
P
)
TO
E

O
F

S
L
O
P
E

(
T
Y
P
)
θ°
STREAMBED
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
NONWOVENFILTER FABRIC
HEADER LOG
EXTEND FILTER FABRIC5' MIN. UPSTREAM
Section A-A'
FOOTER LOG
STABILIZE VANEWITH ONE BOULDERON EACH SIDE
X
5'
B
B'
FLOW
3
5.1
Log Vane
Not to Scale
NOTES:
1. ON SMALLER STREAMS THE STABILIZATION
BOULDER MAY BE REMOVED PER
ENGINEER'S DISCRETION.
2. SEE DETAIL 2, SHEET 5.1 FOR VANE
DIMENSIONS.
FLOW
PLACE HEADER BOULDERSWITH NO GAPS
EXCAVATE POOLPER PROFILE
Plan View
A'
A B'
B
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
Section A-A'
Profile View B-B'
INVERT ELEVATIONPER PROFILE
VANE A
R
M
LENGT
H
(X)
TOE OF SLOPE
NONWOVENFILTER FABRIC
EXTEND FILTER FABRIC5' MIN. UPSTREAM
HEADER ROCK
FOOTER ROCK
CHANNEL BED
OFFSET HEADER0.25' TO 0.5'UPSTREAM OF FOOTER
H
TOP OF BANK (TYP)
STRUCTURE INVERT ELEVATIONPER PROFILE.HEADER ROCK
FOOTER ROCK
TOE OF SLOPE
(TYP)
W
SLOPE (S)
4
5.1
Rock J-Hook
Not to Scale
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
BOULDERS TO BE KEYED INTO BANK
TOE OF SLOPE (TYP)
2
5.1
Sizing Table
Not to Scale
BED MATERIALSEE SIZING TABLE - DETAIL 2,SHEET 5.1
θ
NOTES:
1. SEE DETAIL 2, SHEET 5.1 FOR VANE DIMENSIONS.
Vane Arm Dimensions
Cedar Creek Taylor Creek
W (FT)10.0 10.0
H (FT)1.7 1.7
X (FT)37.3 41.1
Θ (Degree)25°25°
S (%)4.0%4.0%
Boulder Dimensions
Cedar Creek Taylor Creek
Length (ft)3.5 3.5
Width (ft)3.0 3.0
Height (ft)2.0 2.0
Riffle Materal Table
Reach Bottom Width (ft.) Riffle Thickness (in.)
Riffle Material Rip Rap Size Equivalents
(% of matrix)
Cedar Creek 12.5 18 50% Class B, 50% Class 1
Taylor Creek 15.5 18 50% Class B, 50% Class 1
UT1 4.0 16 100% Class B
UT2 4.1 16 100% Class B
UT3 4.8 16 100% Class B
NOTES:
1. ALL RIFFLE MATERIAL SHALL BE COMPACTED IN LIFTS AT A THICKNESS NOT TO EXCEED DMAX.
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7
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4
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3
1
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12
.
1
3
.
2
2
WN
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TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
A
A'
Profile View
Plan View
Section A - A'
STREAMBED
EXTEND FILTER FABRIC5' MIN. UPSTREAMFLOW
EMBED LOG
3' (MIN.)
EXCAVATEDSCOUR POOL
SILL ELEVATIONPER PROFILE
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
FILTER FABRIC
SILL ELEVATION
PER PROFILE (TYP)
SILL ELEVATION
PER PROFILE (TYP)
FOOTER LOG
HEADER LOG
1
5.2
Log Sill
Not to Scale
FL
O
W
TO
E

O
F

S
L
O
P
E

(
T
Y
P
)
A
A'B B'
Profile A-A'
EMBED 5'INTO
BANK (TYP)
SILL ELEVATIONPER PROFILE
TO
P

O
F

B
A
N
K

(
T
Y
P
)
SILL ELEVATION PER PROFILETOP OF BANK
5'
FILTER FABRIC
EXTEND FILTERFABRIC 5' MIN.UPSTREAM
CLASS 2 HEADER STONE
FOOTER BOULDERCAN BE SUBSTITUTED WITH MIX OF
BALLAST,No. 57, CLASS A/B/I MATERIAL
WITH ENGINEER'S APPROVAL
Section B-B'
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
ENSURE BOULDERSOR ROCK BACKFILLTRAVELS UP BANK SLOPEA MINIMUM OF 1'
1' MIN
MIXED STONE TOE OR BRUSH PACKIF DEEMED NECESSARY BY THE ENGINEERIN THE FIELD
BANKS SHALL BE RAKED,SEEDED WITH A TEMPORARY MIXAND THEN MATTED OVER WITHEROSION CONTROL MATTING
2
5.2
Rock Sill
Not to Scale
Plan View
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
IN
V
E
R
T
WI
D
T
H
(W
)
LENGTH
O
F
VANE AR
M
(X)
A
A'
q
Plan View
Profile View
B-B'
STRUCTURE INVERT
ELEVATION POINTPER PROFILE
Section A-A'
TOE OF SLOPETYPE 2FILTER FABRIC
EXTEND FILTERFABRIC 5' MIN.UPSTREAM
CHANNEL BED
SLOPE (S)H TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
STRUCTURE INVERT ELEVATIONPER PROFILE HEADER ROCK
FOOTER ROCK
EXTEND FILTERFABRIC 5' MIN.
UPSTREAM
EXCAVATE POOLPER PROFILE
B'
B
3
5.2
Rock Cross Vane
Not to Scale
HEADER ROCK
FOOTER ROCK
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
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FLOW
A
A'
Plan View
EROSION CONTROL MATTING
TOP O
F

B
A
N
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(
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TOE O
F

S
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TOE O
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DENSELY PACKED WOODY DEBRIS
BRUSH MATERIAL TO BE INSTALLED
FLUSH WITH BANK
Section A-A'
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
EROSION CONTROL MATTING
BACKFILL
TOE OF SLOPE
3'
NATIVE SOILELEV. 6" BELOW
POOL DEPTH
ELEV. 6" ABOVE
DOWNSTREAM
RIFFLE INVERT
NOTES:
1. OVEREXCAVATE 3' 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. BASE LOGS SHALL BE 6"-12”
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 IS
INSTALLED POINTING SLIGHTLY UPSTREAM.
6. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
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.
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. 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.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND
IS INSTALLED POINTING SLIGHTLY UPSTREAM.
4. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING
TO TYPICAL SECTION DIMENSIONS.
6. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
FILTER FABRIC
Plan View
TOP OF BANK (BANKFULL)
Section A-A'
BASE LOG
4"-6" DIAMETER
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
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 FLUSH
WITH BANK
FLOW
A
A'
EROSION CONTROL MATTING
TOP O
F

B
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(
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P
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TOE O
F

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TOE O
F

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TOP O
F

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(
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)
BASE LOGS PARALLEL TO FLOW
BACKFILLNATIVE SOIL
BASE LOG
6-12" DIAMETERELEV. 6" BELOW
POOL DEPTH
ELEV. 1' ABOVE
DOWNSTREAM
RIFFLE INVERT
FILTER FABRIC
WIDTH PER TYPICAL SECTIONS
6"
WIDTH PER TYPICAL SECTIONS
6"
Brush Toe - Large Streams (Cedar and Taylor Creek)
Not to Scale
1
5.3
Brush Toe - Small Streams (UT1 and UT3)
Not to Scale
2
5.3
TOP OF BANK (BANKFULL)
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Section View
ECO-STAKE (TYP)
D700 COIR FIBER
MATTING (TYP)
Plan View
ECO-STAKE (TYP)TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
12
"
2"
2"
Typical Stake
TOP OF BANK
SECURE MATTING IN6" DEEP TRENCH
3' MA
X
.
SPACI
N
G
6" MIN. OVERLAP INDOWNSTREAM DIRECTIONAT MAT ENDS
6"

M
I
N
1.25"
.4"
Eco-Stake
TYPICAL STAKE (TYP)
TYPICAL STAKE (TYP)
TYPICAL STAKE (TYP)
1
5.4
Erosion Control Matting
Not to Scale
12
"
WATER DIVERSIONCHANNELWATER DIVERSIONCHANNEL
CLASS A/B STONE
NOTES:
1. FORD CROSSING SHALL BE INSTALLED PERPENDICULAR
TO CHANNEL BANKS.
2. MAINTAIN DIVERSION CHANNEL TO INSURE RUNOFF
DOES NOT ENTER CHANNEL.
3. CONTRACTOR SHALL DISCUSS APPROPRIATE FORD
DIMENSIONS WITH DESIGNER.
Plan View
TO
P

O
F

B
A
N
K
16
'

M
I
N
MAINTAIN LOW FLOW THALWEGTHROUGH CROSSING
2
5.4
Temporary Stream Crossing - Ford
Not to ScaleF
INSERT THE DIBBLE, ORSHOVEL, STRAIGHT DOWNINTO THE SOIL TO THEFULL DEPTH OF THE BLADEAND PULL BACK ON THE
HANDLE TO OPEN THE
PLANTING HOLE. (DO NOTROCK THE SHOVEL BACK
AND FORTH AS THISCAUSES SOIL IN THEPLANTING HOLE TO BECOMPACTED, INHIBITINGROOT GROWTH.
REMOVE THE DIBBLE, ORSHOVEL, AND PUSH THESEEDLING ROOTS DEEPINTO THE PLANTING HOLE.PULL THE SEEDLING BACK
UP TO THE CORRECT
PLANTING DEPTH (THEROOT COLLAR SHOULD BE 1
TO 3 INCHES BELOW THE
SOIL SURFACE). GENTLYSHAKE THE SEEDLING TO
ALLOW THE ROOTS TOSTRAIGHTEN OUT. DO NOTTWIST OR SPIN THESEEDLING OR LEAVE THEROOTS J-ROOTED.
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL INCHESIN FRONT OF THESEEDLING AND PUSH THEBLADE HALFWAY INTOTHE SOIL. TWIST AND
PUSH THE HANDLEFORWARD TO CLOSE THETOP OF THE SLIT TO HOLDTHE SEEDLING IN PLACE.
PUSH THE DIBBLE, ORSHOVEL, DOWN TOTHE FULL DEPTH OFTHE BLADE.
PULL BACK ON THEHANDLE TO CLOSE THEBOTTOM OF THE
PLANTING HOLD. THENPUSH FORWARD TO CLOSETHE TOP, ELIMINATING AIRPOCKETS AROUND THEROOT.
REMOVE THE DIBBLE, ORSHOVEL, AND CLOSE ANDFIRM UP THE OPENING
WITH YOUR HEEL. BECAREFUL TO AVOIDDAMAGING THE SEEDLING.
NOTES:
1. ALL SOILS WITHIN THE BUFFER PLANTING AREA SHALL
BE DISKED, AS REQUIRED, PRIOR TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY HANDLED PRIOR TO
INSTALLATION TO INSURE SURVIVAL.
DIBBLE BARPLANTING BAR SHALL HAVE ABLADE WITH A TRIANGULARCROSS-SECTION, AND SHALL
BE 12 INCHES LONG, 4 INCHESWIDE AND 1 INCH THICK ATCENTER.
ROOTING PRUNINGALL ROOTS SHALL BEPRUNED TO AN APPORIATE
LENGTH TO PREVENTJ-ROOTING.
RESTOREDCHANNEL
BANKFULL
BUFFER WIDTHVARIES
SPACING PERPLANTING PLAN Section View
3
5.4
Bare Root Planting
Not to Scale
TOP OF BANK
LIVE STAKE (TYP)SEE PLAN VIEW
FOR SPACING
EROSION CONTROLMATTING(SEE DETAIL)
Plan View - Small Streams (UT1, UT2, & UT3)
2'

T
O

3
'

L
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E

S
T
A
K
E
TA
P
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R
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D

A
T

B
O
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T
O
M
1/2" TO 2"
DIAMETER
Live Stake Detail
NOTE:
1. LIVE STAKES TO BE PLANTED IN AREAS
AS SHOWN ON PLANS AND DIRECTED
BY THE ENGINEER.
TOE OF SLOPE
6' - 8' SPACING FOR LIVE STAKES3' - 5' SPACING FOR JUNCUS PLUGS
3' OUTSIDE TOP OF BANK
TOE OF SLOPE
Plan View - Large Streams (Cedar & Taylor Creek)
6' - 8' SPACING FOR LIVE STAKES3' - 5' SPACING FOR JUNCUS PLUGS
2 - 3' SPACING FOR LIVE STAKES
TOP OF BANK
TOE OF SLOPE
Section View - Large Streams (Cedar & Taylor Creek)
TOP OF BANK
EROSION CONTROLMATTING
(SEE DETAIL)
TOE OF SLOPE
Section View - Small Streams (UT1, UT2, & UT3)
LIVE STAKE (TYP)
SEE PLAN VIEWFOR SPACING
3'
4
5.4
Live Staking
Not to Scale
T
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8"
4"
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH
12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5' STEEL POST OF THE SELF-FASTENER
ANGLE STEEL TYPE. ANGLE STEEL TYPE.
WIRE
TOP AND BOTTOM STRANDSHALL BE 10 GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 12 12 GAGE MIN.
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
FILTER FABRIC
EXISTING GROUND
FILTER FABRIC
COMPACTED FILL
ST
E
E
L

P
O
S
T
2'
-
0
"

D
E
P
T
H
EXTEND FABRICINTO TRENCH
2
5.5
Temporary Silt Fence
Not to Scale
Section ViewPlan View Front View
3'
INSTALLATION:REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OFTHE SILT BARRIER OR SILT FENCE, INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS
ARE NEEDED ACCORDING TO THE CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THEBARRIER AND FENCE. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION,EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, ORRESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLEDOUTLETS AS AN AID TO INSTALLATION.IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVETO BE REBUILT.DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION
OF THE SILT FENCE, TAKING INTO CONSIDERATION:
INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE
WATER WILL POND.INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, ANDREMOVAL.
ALLOW AT LEAST:15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE-STORY BUILDINGS.25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE-STORYBUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE ANEROSION HAZARD BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREASWITHOUT PROTECTIVE VEGETATION. USE SLOPE DRAINS IF NECESSARY.DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS
DUG TO BURY THE BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED ATTHE OUTLET; FOR A SILT FENCE, WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTERFABRIC WILL BE OMITTED AT THE OUTLET.REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATEACCESS FOR THE EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, ANDREMOVAL.
FOR A SILT BARRIER:JUST BELOW THE GAP IN THE BARRIER, PLACE ALAYER OF FILTER FABRIC ON THE GROUND TO
PROTECT THE SOIL FROM EROSION BYOUTFLOW FROM THE OUTLET; PLACE 6 INCHESOF THE UPPER EDGE IN THE TRENCH. STAKE THEREMAINING EDGES OF THE FABRIC TO HOLD ITIN PLACE.ALONG THE GAP WHERE THE OUTLET WILL GO,
PLACE STEEL FENCE POSTS FOR STRENGTH. THEPOSTS MUST BE A MAXIMUM OF 2 FEET APARTAND DRIVEN INTO SOLID GROUND AT LEAST 18INCHES.
PLACE HARDWARE CLOTH (WELDED
GALVANIZED SCREEN WITH SQUARE 1/4 -
1/2-INCH HOLES) ON THE UPHILL SIDE OF THE
POSTS TO HOLD THE WASHED STONE IN PLACE.PUT 6 INCHES OF THE BOTTOM OF THE CLOTHIN THE TRENCH AND FASTEN IT TO THE POSTSWITH LENGTHS OF WIRE.BURY THE BOTTOM OF THE HARDWARE CLOTHAND THE UPPER EDGE OF THE FILTER FABRIC
BELOW THE OUTLET IN THE TRENCH ANDCOMPACT THE FILL.PLACE A FILTER OF 1-INCH DIAMETER WASHEDSTONE ON THE UPHILL SIDE OF THE OUTLET.PILE THE STONE UP TO THE TOP OF THE
HARDWARE CLOTH AND OVER THE JOINTBETWEEN THE OUTLET AND THE BARRIER.
FOR A SILT FENCE:JUST BELOW THE GAP IN THE BARRIER, PLACEA LAYER OF FILTER FABRIC ON THE GROUNDTO PROTECT THE SOIL FROM EROSION BYOUTFLOW FROM THE OUTLET; PLACE 6
INCHES OF THE UPPER EDGE IN THE TRENCH.STAKE THE OTHER EDGES OF THE FABRIC TOHOLD IT IN PLACE.ALONG THE GAP WHERE THE OUTLET WILLGO, PLACE ADDITIONAL STEEL FENCE POSTS
FOR STRENGTH. THE POSTS MUST BE AMAXIMUM OF 2 FEET APART AND DRIVENINTO SOLID GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED
GALVANIZED SCREEN WITH SQUARE 1/4 -
1/2-INCH HOLES) ON THE UPHILL SIDE OF THEPOSTS TO HOLD THE WASHED STONE IN
PLACE. PUT 6 INCHES OF THE BOTTOM OF THECLOTH IN THE TRENCH AND FASTEN IT TO THEPOSTS WITH LENGTHS OF WIRE.BURY THE BOTTOM OF THE HARDWARECLOTH, THE UPPER EDGE OF THE FILTER
FABRIC BELOW THE OUTLET, AND THE WIREFENCE IN THE TRENCH AND COMPACT THEFILL.PLACE A FILTER OF 1-INCH DIAMETER WASHEDSTONE ON THE UPHILL SIDE OF THE OUTLET.PILE THE STONE UP TO THE TOP OF THEHARDWARE CLOTH AND OVER THE JOINT
BETWEEN THE OUTLET AND THE SILT FENCE.
BURY WIRE FENCE, FILTER FABRIC,AND HARDWARE CLOTH IN TRENCH
SILT FENCE
END OF FILTER FABRIC
STEEL FENCE POSTSET MAX 2' APART
TOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONE
FILTER FABRICON GROUND
BURY WIRE FENCE
AND HARDWARE CLOTH
STEEL FENCE POSTWIRE FENCEHARDWARE CLOTHFILTER OF 1" DIA.WASHED STONE
FILTER OF 1" DIA.WASHED STONE
END OF FILTER FABRIC
SILT FENCE
35.5
Temporary Silt Fence Gravel Outlet
Not to Scale
70'
12
'
PUB
L
I
C

R
O
A
D
CLASS A STONE8" MIN. DEPTH
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS.
5. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS
AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY.
7. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED IMMEDIATELY.
8. USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
9. PLACE FILTER FABRIC BENEATH STONE.
1
5.5
Construction Entrance
Not to Scale
6' MAX. WITH WIRE
ORANGE SAFTYFENCE
"T" OR "U" POST DRIVENMINIMUM OF 18" INTO GROUND
ATTACH SAFETY FENCETO METAL POSTS USINGMETAL WIRE TIES
4'

M
I
N
.
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY TESTS REQUIREMENTS
MATERIAL N/A POLYETHYLENE
RECOMENDED COLOR N/A "INTERNATIONAL ORANGE"
TENSILE YIELD ASTM D638 AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH ASTM D638 AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)ASTM D638 GREATER THAN 1000%
CHEMICAL RESISTANCE N/A INERT TO MOST CHEMICALS AND ACIDS
18
"

M
I
N
.
4
5.5
Safety Fence
Not to Scale
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1
5.6
Permanent Ford Crossing
Not to Scale
F
12.533.0
33.0
15.0
18" Class B Rip Rap
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
PUMP
DISCHARGE HOSE
IMPERVIOUS DIKE
(SEE INSET "B")
10' X 5' STABILIZED OUTLETUSING CLASS B RIPRAP ANDNCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
INTAKE HOSE
DEWATERINGPUMP
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
FLEXIBLE DISCHARGE HOSE FROMPUMP AROUND PUMP HELD IN PLACEWITH SAND BAGS AS NEEDED.10' MIN.
STABILIZED OUTLET USING CLASS BRIPRAP TRENCHED INTO EXISTINGGROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THEFIELD BY THE ENGINEER.
FILTER FABRIC
Inset "C"
Stabilized Outlet
Plan View
Inset "B"
Impervious Dike
EXISTING TERRAIN DEWATERING BAG
STREAM BED
FILTER FABRIC8" of CLASS B RIPRAP
15' to 20'
10
'
15'
BAG PLACED ONAGGREGATED OR STRAW.
HIGH STRENGTHDOUBLE STITCHED"J" TYPE SEAMS.
SEWN IN SPOUT
HIGH STRENGTH STRAPPINGFOR HOLDING HOSEIN PLACE.
FLEXIBLEDISCHARGE HOSE
WATER FLOWFROM PUMP
Inset "A"
Dewatering Bag
A
C
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W
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A
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A
DEWATERINGBAG
2
5.6
Pump Around System
Not to Scale
NOTES:
1. PROVIDE STABILIZED OUTLET TO STREAMBED.
2. BAG ON FLAT GROUND OR STAKE AROUND IT TO
PREVENT IT ROLLING DOWNHILL.