20140338 Ver 1_Final Plan Set_20150825

Maney Farm Mitigation Project
Cape Fear River Basin HUC 03030002
Chatham County, North Carolina
for
NCDENR
Division of Mitigation Services
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Typical Sections 1.1-1.7
Stream Plan and Profile 2.1-2.15
Planting 3.1-3.5
Erosion and Sediment Control 4.1-4.4
Details 5.1-5.8
Fencing Plan 6.1-6.3
Vicinity Map
Not to Scale
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949N.C. ONE-CALL CENTER
Sheet Index
Project Directory
Surveying:
Turner Land Surveying, PLLC
3201 Glenridge Drive
Raleigh, NC 27604
David S. Turner, PLS
919-875-1378
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 West Millbrook Road, Ste 225
Raleigh, NC 27609
Jeff Keaton, P.E.
919-851-9986
N
Owner:
NCDENR
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Jeff Jurek
919-707-8976
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PRELIMINARY PLANS
ISSUED JULY 31, 2015
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Note: Total Disturbed Area = 9.5 Acres
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(HORIZONTAL)
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3
Existing Features Proposed Features Proposed Structures Erosion and Sediment Control Features
Proposed Log Sill
Proposed Root Wad
Proposed Lunker Log
Proposed Various Constructed
Riffles Per Sheet 5.1
Proposed Brush Toe
Proposed Sod Mats
Proposed Channel Plug
Existing Property Line
Existing Thalweg
Existing Major Contour
Existing Minor Contour
Existing Fence Line
Existing Treeline
Existing Tree
Existing Power Pole
Existing Wetlands
Existing Rock
Proposed Conservation Easement
Proposed Fence Line
Proposed Temporary Construction Easement
Proposed Thalweg Alignment
Proposed Bankfull
Proposed Major Contour
Proposed Minor Contour
10+00
100
100
CE CE
X X
Notes:
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Proposed Limits of Disturbance
Proposed Silt Fence
Proposed Silt Fence Stone Outlet
Proposed Safety Fencing
Proposed Temporary Crossing (Mud Mat)
Proposed Temporary Access Road
Proposed Construction Entrance
Proposed Pump Around System
SAF SAF
LOD LOD
[x][x]
General Construction Notes for All Reaches
1.All erosion and sediment control practices shall comply with the North Carolina
Erosion and Sediment Control Planning and Design Manual.
2.Contractor will install pump-around systems to divert flow while working in live,
flowing channels. The Contractor shall operate and maintain the pump-around
system 24 hours a day unless all disturbed areas within the pump-around work
area can be stabilized by the end of the work day. Contractor shall not remove
pump-around systems and advance to the next work area until the current
work area is completed and stabilized.
3.No material from the off-line proposed stream channel excavation may be
backfilled into the adjacent existing stream channel until the newly-constructed
proposed stream section is completed, stabilized, and the stream flow has been
diverted into it, not even if that section of old/ existing stream is being pumped.
4.In areas without a pump-around system, Contractor shall disturb only as much
channel bank as can be stabilized with temporary seeding, mulch, and erosion
control matting by the end of each work day.
5.When crossing an active section of new or old stream channel, a temporary
stream crossing shall be installed according to the details and specifications.
6.All graded areas with slopes steeper than 3:1 will be stabilized within seven (7)
working days. All other areas will be stabilized within 14 working days.
7.Locations for staging and stockpile areas and temporary stream crossings have
been provided on the Plans. Additional or alternative staging and/or stockpile
areas and stream crossings may be used by the Contractor provided that all
practices comply with the North Carolina Erosion and Sediment Control
Planning and Design Manual and that the areas are approved by the Engineer
prior to implementation.
8.Various types of constructed riffles are specified on the plans. Contractor shall
build the specific types of constructed riffles at locations shown on the Plans.
Changes in constructed riffle type must be approved by the Engineer.
9.Contractor is to make every effort to avoid damaging or removing existing
trees.
10.Under no circumstances will the Contractor exceed the limits of disturbance as
shown on the Plans.
Initial Site Preparation
1.Contact North Carolina ͞KŶĞ Ăůů͟ Center (1.800.632.4949) before any
excavation.
2.Contact Land Quality (919-791-4200) before any work begins on the project and
notify them of the start date.
3.Mobilize equipment and materials to the Site.
4.Identify and establish construction entrance, staging and stockpile areas, haul
roads, silt fence, silt fence outlets, tree protection fencing, safety fencing, and
temporary stream crossings as indicated on the Plans for work areas. Note: all
construction traffic will enter the site from the construction entrance shown on
Center Church Road.
5.All haul roads shall be monitored for sediment loss on a daily basis. In the event
of sediment loss, silt fence or other acceptable sediment and erosion control
practices shall be installed.
6.Set up temporary facilities, locate equipment within the staging area, and
stockpile materials needed for the initial stages of construction within the
stockpile area(s).
7.Install and maintain an onsite rain gauge and log book to record the rainfall
amounts and dates. Complete the self-inspection as required by DENR permit.
Channel Construction
8.Perform any necessary clearing and grubbing in phases as work progresses. Bank
vegetation and vegetation immediately adjacent to live channels shall be left
undisturbed as long as possible. Remove all non-native and invasive vegetation
prior to beginning the channel construction.
9.Construction of all channels are to be done in the dry. Construction should
generally progress from upstream to downstream to prevent sediment runoff
from upstream construction affecting completed downstream reaches. Use a
pump around as shown on the plans and discussed in the General Notes.
10.Where feasible, more than one offline section may be constructed concurrently.
Offline sections shall be tied online sequentially from downstream to upstream.
11.As work progresses, remove and stockpile the top three inches of soil from the
active grading area. Stockpiled topsoil shall be kept separate for onsite
replacement prior to floodplain seeding.
12.Construct the proposed stream channel to the grade specified in the cross-sections
and profile. Transfer coarse material from abandoned channel riffles to new
channel riffles utilizing a pump-around when doing so. Grade the adjacent
floodplain area according to grades shown on the plan.
13.Install in-stream structures (riffles, log vane, log drop, log J-hook, cover log, boulder
sill, boulder j-hook with sill) and in-bank bioengineering such as brush toe and sod
mats after channel grading is completed according to details and specifications.
14.Seed (with specified temporary and permanent seed mix) and straw mulch areas
where the coir fiber matting is to be installed.
15.Install coir fiber matting according to plans and specifications.
16.Backfill abandoned channel sections with stockpiled soil according to the grades
shown on the Plans. Non-native and invasive vegetation (e.g. privet, multiflora rose,
and Japanese honeysuckle) shall be removed from the existing channel prior to
backfilling.
17.Prepare floodplain for seeding by applying stockpiled topsoil to the floodplain
between bankfull elevation and the grading limits, ripping, and raking/smoothing.
Seed with specified temporary and permanent seed mix and mulch. Any areas
within the conservation easement that have not been graded shall be treated
according to the planting plan.
18.If at any time circumstances should arise where water has been turned into the new
channel and additional work must be done on the floodplain, erosion control
devices will be installed to protect the new channel from sedimentation.
19.Once all phases of channel and floodplain construction are complete, prepare the
floodplain areas for planting per the specifications.
20.Install livestakes and herbaceous plugs along the stream banks according to the
plans and specifications.
Fencing Removal and Instatllation
21.Remove all existing fencing within the conservation easement as shown on the
plans.
22.Install new fencing around conservation easement and access gates as shown on
the plans.
Construction Demobilization
24.Remove temporary stream crossings.
25.The Contractor shall ensure that the site is free of trash and leftover materials prior
to demobilization of equipment from the site.
26.Complete the removal of any additional stockpiled material from the site.
27.All rock and other stockpiled materials must be removed from the limits of
disturbance and conservation easement. All areas outside the conservation
easement shall be returned to pre-project conditions or better.
28.Demobilize grading equipment from the site.
29.Seed, mulch, and stabilize staging areas, stockpile areas, haul roads, and
construction entrances. Pasture seed mix is to be applied to areas of disturbance
outside of the conservation easement. Remove all temporary fencing.
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1.
1
UT to South Fork Reach 1 - Riffle
STA: 100+00 - 121+44
UT to South Fork Reach 1 - Shallow Pool
STA: 100+00 - 121+44
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UT to South Fork Reach 1 - Deep Pool
STA: 100+00 - 121+44
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
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9.50'
3.00'3.00'3.50'
1.00'
13.00'
3.20'6.40'3.40'
1.60' (MAX)
PROPOSED GRADE
3:13:1
PROPOSED BANKFULL
PROPOSED GRADE
PROPOSED BANKFULL
2:1
4:1
13.00'
0.90'8.10'4.00'
1.80' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
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4.5:1
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0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k

R
e
a
c
h

2
00
5
-
0
2
1
4
4
RC
P
JK
1.
2
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT to South Fork Reach 2 - Riffle
STA: 121+44 - 132+24
UT to South Fork Reach 2 - Shallow Pool
STA: 121+44 - 132+24
UT to South Fork Reach 2 - Deep Pool
STA: 121+44 - 132+24
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
12.10'
3.60'3.60'4.90'
1.20'
17.00'
3.60'7.20'6.20'
1.80' (MAX)
PROPOSED GRADE
3:1 PROPOSED BANKFULL3:1
PROPOSED GRADE
PROPOSED BANKFULL
2:14:1
17.00'
1.00'7.00'
2.00' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
9.00'
17.00'
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
C
o
v
e
r
N
o
t
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
1
C
00
5
-
0
2
1
4
4
RC
P
JK
1.
3
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT1C - Riffle
STA: 200+00 - 202+51
UT1C - Shallow Pool
STA: 200+00 - 202+51
UT1C - Deep Pool
STA: 200+00 - 202+51
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
8.10'
2.35'2.35'3.40'
0.90'
10.80'
2.60'5.20'3.00'
1.30' (MAX)
PROPOSED GRADE2.6:1
PROPOSED BANKFULL2.6:1
PROPOSED GRADE
PROPOSED BANKFULL2:14:1
11.00'
0.80'3.00'
1.60' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
7.20'
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
C
o
v
e
r
N
o
t
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
2
00
5
-
0
2
1
4
4
RC
P
JK
1.
4
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT2 - Riffle
STA: 304+45 - 305+58
UT2 - Shallow Pool
STA: 304+25 - 305+58
UT2 - Deep Pool
STA: 304+45 - 305+58
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
4.00'
1.00'1.00'2.00'
0.50'
5.60'
1.20'2.40'2.00'
0.60' (MAX)
PROPOSED GRADE2:1
PROPOSED BANKFULL2:1
PROPOSED GRADE
PROPOSED BANKFULL2:14:1
6.00'
0.35'3.15'2.50'
0.70' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
C
o
v
e
r
N
o
t
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
3
00
5
-
0
2
1
4
4
RC
P
JK
1.
5
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT3 - Riffle
STA: 404+20 - 405+83
UT3 - Shallow Pool
STA: 404+20 - 405+83
UT3 - Deep Pool
STA: 404+20 - 405+83
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
4.00'
1.00'1.00'2.00'
0.50'
5.60'
1.20'2.40'2.00'
0.60' (MAX)
PROPOSED GRADE2:1
PROPOSED BANKFULL2:1
PROPOSED GRADE
PROPOSED BANKFULL2:14:1
6.00'
0.35'3.15'2.50'
0.70' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
C
o
v
e
r
N
o
t
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
4
00
5
-
0
2
1
4
4
RC
P
JK
1.
6
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT4 - Riffle
STA: 502+11 - 503+50
UT4 - Shallow Pool
STA: 501+11 - 503+50
UT4 - Deep Pool
STA: 502+11 - 503+50
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
5.00'
1.25'1.25'2.50'
0.50'
7.00'
1.60'3.40'2.00'
0.80' (MAX)
PROPOSED GRADE2.5:1 PROPOSED BANKFULL2.5:
1
PROPOSED GRADE
PROPOSED BANKFULL
2:1
4.25:1
7.00'
0.55'4.45'2.00'
1.10' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
C
o
v
e
r
N
o
t
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
5
00
5
-
0
2
1
4
4
RC
P
JK
1.
7
Ty
p
i
c
a
l

S
e
c
t
i
o
n
s
UT5 - Riffle
STA: 600+00 - 606+77
UT5 - Shallow Pool
STA: 600+00 - 606+77
UT5 - Deep Pool
STA: 600+00 - 606+77
Notes:
1.) Typical sections are provided as reference for in channel
grading only.
2.) Pool depth will vary per profile.
3.) All deep pools shall have bank revetments on outside of
bend.
4.) Typical pool sections are shown as right meander bends
only. The flatter side slope is on the inside of the meander
bend and for left meander bends should be on the opposite
side than shown on the typical sections.
DH
J
Ju
l
y

3
1
,

2
0
1
5
7.20'
2.10'2.10'3.00'
0.80'
10.20'
2.40'4.80'3.00'
1.20' (MAX)
PROPOSED GRADE
3:1 PROPOSED BANKFULL3:1
PROPOSED GRADE
PROPOSED BANKFULL
2:14:1
10.00'
0.70'6.30'3.00'
1.40' (MAX)
PROPOSED GRADE
PROPOSED BANKFULL
0.5
:
1
4.5:1
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

1
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Reach 1
Typical Section
9.5'
1.0'
3.0'3.0'3.5'
DH
J
Ju
l
y

3
1
,

2
0
1
5
565
570
575
580
565
570
575
580
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+30
-0.8%
-2.0%
-2.1%
-3.6
%
-3.2%
-2.5%
-2.9%
ST
A

=

1
0
0
+
0
0
.
0
0
EL
E
V

=

5
7
4
.
8
0
ST
A

=

1
0
0
+
3
6
.
6
9
EL
E
V

=

5
7
4
.
5
0
ST
A

=

1
0
0
+
5
0
.
1
8
EL
E
V

=

5
7
4
.
0
0
STA = 100+54.67
ELEV = 574.00
ST
A

=

1
0
0
+
6
3
.
6
6
EL
E
V

=

5
7
4
.
5
0
ST
A

=

1
0
0
+
8
3
.
8
5
EL
E
V

=

5
7
4
.
1
0
ST
A

=

1
0
0
+
9
5
.
3
3
EL
E
V

=

5
7
3
.
6
0
STA = 100+99.16
ELEV = 573.60
ST
A

=

1
0
1
+
0
6
.
8
1
EL
E
V

=

5
7
4
.
1
0
ST
A

=

1
0
1
+
5
0
.
1
1
EL
E
V

=

5
7
3
.
2
0
ST
A

=

1
0
1
+
6
4
.
9
7
EL
E
V

=

5
7
2
.
5
0
STA = 101+69.92
ELEV = 572.50
ST
A

=

1
0
1
+
7
9
.
8
3
EL
E
V

=

5
7
3
.
2
0
ST
A

=

1
0
2
+
1
3
.
2
0
EL
E
V

=

5
7
2
.
0
0
ST
A

=

1
0
2
+
3
3
.
0
5
EL
E
V

=

5
7
1
.
2
0
STA = 102+39.67
ELEV = 571.20
ST
A

=

1
0
2
+
5
2
.
9
0
EL
E
V

=

5
7
2
.
0
0
ST
A

=

1
0
2
+
9
5
.
9
8
EL
E
V

=

5
7
0
.
6
0
ST
A

=

1
0
3
+
0
7
.
7
3
EL
E
V

=

5
6
9
.
9
0
STA = 103+11.65
ELEV = 569.90
ST
A

=

1
0
3
+
1
9
.
4
8
EL
E
V

=

5
7
0
.
6
0
ST
A

=

1
0
3
+
6
3
.
3
6
EL
E
V

=

5
6
9
.
5
0
ST
A

=

1
0
3
+
7
3
.
4
5
EL
E
V

=

5
6
9
.
0
0
STA = 103+76.81
ELEV = 569.00
ST
A

=

1
0
3
+
8
3
.
5
4
EL
E
V

=

5
6
9
.
5
0
ST
A

=

1
0
3
+
9
7
.
2
2
EL
E
V

=

5
6
9
.
1
0
ST
A

=

1
0
4
+
1
1
.
7
4
EL
E
V

=

5
6
8
.
4
0
STA = 104+16.57
ELEV = 568.40
ST
A

=

1
0
4
+
2
6
.
2
5
EL
E
V

=

5
6
9
.
1
0
PROPOSED BANKFULL
EXISTING GRADE
PROPOSED GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
S
A
F
SA
F
S
A
F
S
A
F
S
A
F
WETLAND
AREA B
WETLAND AREA A
WETLAND
AREA C
WETLAND
AREA D
STA: 100+00
BEGIN WORK
UT TO SOUTH FORK
STA: 102+84
UT TO SOUTH FORK
STA: 202+60
UT1C
CONFLUENCE
SR
1
5
5
4
CE
N
T
E
R

C
H
U
R
C
H

R
O
A
D
(6
0
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
UT

T
O

S
O
U
T
H
FO
R
K
U
T
1
C
CR-
R
R
C
R
-
W
R
CR-WR
CR-WR
C
R
-
N
M
CR-NM
C
R
-
N
M
CR-
N
M
CR-CR
CR
-
N
M
CR-CR
C
R
-
R
R
CR-CR
CR
-
C
R
202+60
202+00
100
+
0
0
101+
0
0
10
2
+
0
0
103+00
104+0
0
105+00
CR-CR
WETLAND AREA U
MAT
C
H

L
I
N
E

-

S
T
A

1
0
4
+
3
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

1
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
2
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Reach 1
Typical Section
9.5'
1.0'
3.0'3.0'3.5'
DH
J
Ju
l
y

3
1
,

2
0
1
5
560
565
570
575
560
565
570
575
104+30 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 108+80
-3.2%
-3.0%
-2.0%
-1.4%
-1.6%
-1.9%
-2.1%
-1.2%
ST
A

=

1
0
4
+
5
0
.
9
2
EL
E
V

=

5
6
8
.
3
0
ST
A

=

1
0
4
+
6
5
.
2
5
EL
E
V

=

5
6
7
.
7
0
STA = 104+70.02
ELEV = 567.70
ST
A

=

1
0
4
+
7
9
.
5
8
EL
E
V

=

5
6
8
.
3
0
ST
A

=

1
0
4
+
9
9
.
5
1
EL
E
V

=

5
6
7
.
7
0
ST
A

=

1
0
5
+
1
1
.
8
4
EL
E
V

=

5
6
7
.
1
0
STA = 105+15.95
ELEV = 567.10
ST
A

=

1
0
5
+
2
4
.
1
6
EL
E
V

=

5
6
7
.
7
0
ST
A

=

1
0
5
+
6
4
.
6
8
EL
E
V

=

5
6
6
.
9
0
ST
A

=

1
0
5
+
8
5
.
8
1
EL
E
V

=

5
6
6
.
3
0
STA = 105+92.86
ELEV = 566.30
ST
A

=

1
0
6
+
0
6
.
9
4
EL
E
V

=

5
6
6
.
9
0
ST
A

=

1
0
6
+
4
8
.
3
2
EL
E
V

=

5
6
6
.
3
0
ST
A

=

1
0
6
+
6
2
.
0
0
EL
E
V

=

5
6
5
.
6
0
STA = 106+66.55
ELEV = 565.60
ST
A

=

1
0
6
+
7
5
.
6
7
EL
E
V

=

5
6
6
.
3
0
ST
A

=

1
0
7
+
1
9
.
4
1
EL
E
V

=

5
6
5
.
6
0
ST
A

=

1
0
7
+
3
3
.
4
0
EL
E
V

=

5
6
5
.
0
0
STA = 107+38.06
ELEV = 565.00
ST
A

=

1
0
7
+
4
7
.
3
9
EL
E
V

=

5
6
5
.
6
0
ST
A

=

1
0
7
+
6
8
.
0
2
EL
E
V

=

5
6
5
.
2
0
ST
A

=

1
0
7
+
7
9
.
5
5
EL
E
V

=

5
6
4
.
5
0
STA = 107+83.40
ELEV = 564.50
ST
A

=

1
0
7
+
9
1
.
0
9
EL
E
V

=

5
6
5
.
2
0
ST
A

=

1
0
8
+
1
4
.
7
5
EL
E
V

=

5
6
4
.
7
0
STA = 108+21.27
ELEV = 564.20
STA = 108+23.44
ELEV = 564.20
ST
A

=

1
0
8
+
2
7
.
7
8
EL
E
V

=

5
6
4
.
7
0
ST
A

=

1
0
8
+
6
9
.
5
4
EL
E
V

=

5
6
4
.
2
0
PROPOSED GRADE
EXISTING GRADE
PROPOSED
BANKFULL
XXXXXXXXX
X
X
X
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
C
E
C
E
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECE
CECECECECECE
CE
C
E
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
SAF
SAF
S
A
F
SAF
SAF
SAF
S
A
F SA
F
WETLAND
AREA D
WETLAND AREA G
WETLAND
AREA E
WETLAND
AREA F
WETLAND AREA H
40'
EASEMENT
BREAK
UT TO SOUTH
FORK
CR-N
M
CR-
W
R
C
R
-
W
R
CR
-
W
R
CR-
N
M
CR
-
C
R
CR-CR
C
R
-
N
M
CR-C
R
104+0
0
105+
0
0
106+
0
0
1
0
7
+
0
0
108+
0
0
10
9
+
0
0
2 - 48" CMP CULVERTS
LENGTH = 42.0'
INV. UP = 585.3'
INV. DOWN = 585.0'
CREST EL. = 569.25
MA
T
C
H

L
I
N
E

-

S
T
A

1
0
4
+
3
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
8
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

1
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
3
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Reach 1
Typical Section
9.5'
1.0'
3.0'3.0'3.5'
DH
J
Ju
l
y

3
1
,

2
0
1
5
555
560
565
570
555
560
565
570
108+80 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+30
-2.4%
-1.3%
-1.2%
-1.4%
-1.5%
-1.3%
-2.2%
-2.2%
-1.8%
ST
A

=

1
0
8
+
8
2
.
9
6
EL
E
V

=

5
6
3
.
4
0
STA = 108+87.44
ELEV = 563.40
ST
A

=

1
0
8
+
9
6
.
3
8
EL
E
V

=

5
6
4
.
2
0
ST
A

=

1
0
9
+
3
7
.
2
1
EL
E
V

=

5
6
3
.
2
0
ST
A

=

1
0
9
+
5
5
.
5
7
EL
E
V

=

5
6
2
.
5
0
STA = 109+61.69
ELEV = 562.50
ST
A

=

1
0
9
+
7
3
.
9
3
EL
E
V

=

5
6
3
.
2
0
ST
A

=

1
1
0
+
0
5
.
4
4
EL
E
V

=

5
6
2
.
8
0
ST
A

=

1
1
0
+
1
8
.
2
2
EL
E
V

=

5
6
1
.
9
8
STA = 110+22.48
ELEV = 561.98
ST
A

=

1
1
0
+
3
1
.
0
0
EL
E
V

=

5
6
2
.
8
0
ST
A

=

1
1
0
+
6
3
.
7
2
EL
E
V

=

5
6
2
.
4
0
ST
A

=

1
1
0
+
7
9
.
2
9
EL
E
V

=

5
6
1
.
8
0
STA = 110+84.48
ELEV = 561.80
ST
A

=

1
1
0
+
9
4
.
8
5
EL
E
V

=

5
6
2
.
4
0
ST
A

=

1
1
1
+
1
6
.
8
2
EL
E
V

=

5
6
2
.
1
0
ST
A

=

1
1
1
+
2
8
.
7
4
EL
E
V

=

5
6
1
.
5
0
STA = 111+32.72
ELEV = 561.50
ST
A

=

1
1
1
+
4
0
.
6
7
EL
E
V

=

5
6
2
.
1
0
ST
A

=

1
1
1
+
6
0
.
5
3
EL
E
V

=

5
6
1
.
8
0
ST
A

=

1
1
1
+
6
9
.
6
1
EL
E
V

=

5
6
1
.
2
0
STA = 111+72.64
ELEV = 561.20
ST
A

=

1
1
1
+
7
8
.
6
9
EL
E
V

=

5
6
1
.
8
0
ST
A

=

1
1
1
+
9
3
.
5
5
EL
E
V

=

5
6
1
.
6
0
ST
A

=

1
1
2
+
0
2
.
7
4
EL
E
V

=

5
6
0
.
9
0
STA = 112+05.81
ELEV = 560.90
ST
A

=

1
1
2
+
1
1
.
9
3
EL
E
V

=

5
6
1
.
6
0
ST
A

=

1
1
2
+
3
8
.
8
0
EL
E
V

=

5
6
1
.
0
0
ST
A

=

1
1
2
+
4
7
.
9
4
EL
E
V

=

5
6
0
.
4
0
STA = 112+50.99
ELEV = 560.40
ST
A

=

1
1
2
+
5
7
.
0
9
EL
E
V

=

5
6
1
.
0
0
ST
A

=

1
1
2
+
8
4
.
7
8
EL
E
V

=

5
6
0
.
4
0
ST
A

=

1
1
2
+
9
5
.
5
4
EL
E
V

=

5
5
9
.
8
0
STA = 112+99.13
ELEV = 559.80
ST
A

=

1
1
3
+
0
6
.
3
0
EL
E
V

=

5
6
0
.
4
0
EXISTING GRADE
PROPOSED GRADE
PROPOSED
BANKFULL
XXX
C
E
C
E
CE
CECECECECECEC
E
C
E
C
E
C
E
CECECECECECECECECECECECECECECE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
SA
F
SA
F
S
A
F
SA
F
WETLAND AREA H
WETLAND
AREA L
40'
EASEMENT
BREAK
STA: 110+03
UT TO SOUTH FORK
STA: 300+74
UT2
CONFLUENCE
STA: 112+34
UT TO SOUTH FORK
STA: 401+63
UT3
CONFLUENCE
UT T
O
SOU
T
H

F
O
R
K
UT
2
U
T
3
CR-RR
CR-NM
C
R
-
W
R
CR
-
W
R
CR-N
M
CR-N
M
CR-
N
M
CR-N
M
CR-
N
M
CR
-
N
M
C
R
-
C
R
CR-
C
R
C
R
-
C
R
C
R
-
C
R
CR
-
C
R
401+63
401+00
10
9
+
0
0
110
+
0
0
111
+
0
0
112+00
113+00
3
0
0
+
0
0
30
0
+
7
4
CR
-
N
M
C
R
-
C
R
WETLAND
AREA K
ROCK
PILE
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
8
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
1
3
+
3
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

1
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
4
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Reach 1
Typical Section
9.5'
1.0'
3.0'3.0'3.5'
DH
J
Ju
l
y

3
1
,

2
0
1
5
550
555
560
565
550
555
560
565
113+30 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 117+80
-2.6%
-1.8%
-3.4%
-3.2%
-2.9%
-1.2%
-2.5%
-1.2%
ST
A

=

1
1
3
+
4
9
.
8
1
EL
E
V

=

5
5
9
.
6
0
ST
A

=

1
1
3
+
6
3
.
4
4
EL
E
V

=

5
5
9
.
0
0
STA = 113+67.99
ELEV = 559.00
ST
A

=

1
1
3
+
7
7
.
0
8
EL
E
V

=

5
5
9
.
6
0
ST
A

=

1
1
3
+
9
9
.
9
1
EL
E
V

=

5
5
9
.
0
0
ST
A

=

1
1
4
+
1
0
.
1
3
EL
E
V

=

5
5
8
.
5
0
STA = 114+13.53
ELEV = 558.50
ST
A

=

1
1
4
+
2
0
.
3
5
EL
E
V

=

5
5
9
.
0
0
ST
A

=

1
1
4
+
4
7
.
8
0
EL
E
V

=

5
5
8
.
5
0
ST
A

=

1
1
4
+
6
2
.
9
2
EL
E
V

=

5
5
7
.
8
0
STA = 114+67.95
ELEV = 557.80
ST
A

=

1
1
4
+
7
8
.
0
3
EL
E
V

=

5
5
8
.
5
0
ST
A

=

1
1
4
+
9
5
.
5
3
EL
E
V

=

5
5
7
.
9
0
ST
A

=

1
1
5
+
1
2
.
2
5
EL
E
V

=

5
5
7
.
1
0
STA = 115+17.82
ELEV = 557.10
ST
A

=

1
1
5
+
2
8
.
9
7
EL
E
V

=

5
5
7
.
9
0
ST
A

=

1
1
5
+
5
1
.
1
5
EL
E
V

=

5
5
7
.
2
0
ST
A

=

1
1
5
+
6
8
.
1
2
EL
E
V

=

5
5
6
.
4
0
STA = 115+73.77
ELEV = 556.40
ST
A

=

1
1
5
+
8
5
.
0
9
EL
E
V

=

5
5
7
.
2
0
ST
A

=

1
1
6
+
0
2
.
4
8
EL
E
V

=

5
5
6
.
7
0
ST
A

=

1
1
6
+
1
8
.
7
8
EL
E
V

=

5
5
6
.
0
0
STA = 116+24.21
ELEV = 556.00
ST
A

=

1
1
6
+
3
5
.
0
8
EL
E
V

=

5
5
6
.
7
0
ST
A

=

1
1
6
+
5
9
.
6
2
EL
E
V

=

5
5
6
.
4
0
ST
A

=

1
1
6
+
8
0
.
7
3
EL
E
V

=

5
5
5
.
7
0
STA = 116+87.77
ELEV = 555.70
ST
A

=

1
1
7
+
0
1
.
8
4
EL
E
V

=

5
5
6
.
4
0
ST
A

=

1
1
7
+
2
5
.
8
8
EL
E
V

=

5
5
5
.
8
0
ST
A

=

1
1
7
+
4
0
.
5
7
EL
E
V

=

5
5
5
.
1
0
STA = 117+45.47
ELEV = 555.10
ST
A

=

1
1
7
+
5
5
.
2
6
EL
E
V

=

5
5
5
.
8
0
EXISTING GRADE
PROPOSED GRADE
PROPOSED
BANKFULL
XX
X
X
X
XXX
X
X
X
X
X
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECE
C
E
CE CE CE CE CE CE CE CE CE
SA
F
SA
F
WETLAND
AREA L
WETLAND
AREA S
WETLAND
AREA R
WETLAND AREA M
S
T
A
:

1
1
2
+
3
4
U
T

T
O

S
O
U
T
H

F
O
R
K
UT TO SOUTH
FORK
CR
-
N
M
CR-RR
C
R
-
W
R
CR-W
R
C
R
-
W
R
CR
-
N
M
C
R
-
N
M
CR
-
W
R
CR-
C
R
C
R
-
C
R
CR-
N
M
CR-
N
M
401+63 113+
0
0
114
+
0
0
115+
0
0
116
+
0
0
11
7
+
0
0
118+
0
0
MAT
C
H

L
I
N
E

-

S
T
A

1
1
3
+
3
0
MAT
C
H

L
I
N
E

-

S
T
A

1
1
7
+
8
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

1

&

2
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
5
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Reach 1
12.10'
1.2'
3.6'3.6'4.9'
Typical Section
9.5'
1.0'
3.0'3.0'3.5'
Reach 2
DH
J
Ju
l
y

3
1
,

2
0
1
5
545
550
555
560
545
550
555
560
117+80 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+30
-2.2%
-1.8%
-1.9%
-3.0%
-2.2%
-2.8%
-2.0%
-3.1%
-1.9%
ST
A

=

1
1
7
+
8
0
.
5
1
EL
E
V

=

5
5
5
.
5
0
ST
A

=

1
1
7
+
9
7
.
2
7
EL
E
V

=

5
5
4
.
9
0
STA = 118+02.85
ELEV = 554.90
ST
A

=

1
1
8
+
1
4
.
0
3
EL
E
V

=

5
5
5
.
5
0
ST
A

=

1
1
8
+
2
7
.
5
7
EL
E
V

=

5
5
5
.
2
0
ST
A

=

1
1
8
+
4
3
.
9
4
EL
E
V

=

5
5
4
.
4
0
STA = 118+49.40
ELEV = 554.40
ST
A

=

1
1
8
+
6
0
.
3
1
EL
E
V

=

5
5
5
.
2
0
ST
A

=

1
1
8
+
7
6
.
8
5
EL
E
V

=

5
5
4
.
9
0
ST
A

=

1
1
8
+
8
9
.
3
5
EL
E
V

=

5
5
4
.
3
0
STA = 118+93.51
ELEV = 554.30
ST
A

=

1
1
9
+
0
1
.
8
5
EL
E
V

=

5
5
4
.
9
0
ST
A

=

1
1
9
+
1
7
.
7
5
EL
E
V

=

5
5
4
.
6
0
STA = 119+25.17
ELEV = 554.00
STA = 119+27.65
ELEV = 554.00
ST
A

=

1
1
9
+
3
2
.
6
0
EL
E
V

=

5
5
4
.
6
0
ST
A

=

1
1
9
+
4
2
.
4
5
EL
E
V

=

5
5
4
.
3
0
STA = 119+56.36
ELEV = 553.50
ST
A

=

1
1
9
+
6
1
.
0
0
EL
E
V

=

5
5
3
.
5
0
ST
A

=

1
1
9
+
7
0
.
2
8
EL
E
V

=

5
5
4
.
3
0
ST
A

=

1
1
9
+
8
8
.
6
7
EL
E
V

=

5
5
3
.
9
0
ST
A

=

1
2
0
+
0
6
.
8
8
EL
E
V

=

5
5
3
.
3
0
STA = 120+12.95
ELEV = 553.30
ST
A

=

1
2
0
+
2
5
.
0
9
EL
E
V

=

5
5
3
.
9
0
ST
A

=

1
2
0
+
4
3
.
1
7
EL
E
V

=

5
5
3
.
4
0
ST
A

=

1
2
0
+
6
1
.
1
4
EL
E
V

=

5
5
2
.
6
0
STA = 120+67.13
ELEV = 552.60
ST
A

=

1
2
0
+
7
9
.
1
1
EL
E
V

=

5
5
3
.
4
0
ST
A

=

1
2
1
+
0
3
.
8
5
EL
E
V

=

5
5
2
.
9
0
ST
A

=

1
2
1
+
2
4
.
1
6
EL
E
V

=

5
5
2
.
1
0
STA = 121+30.93
ELEV = 552.10
ST
A

=

1
2
1
+
4
4
.
4
7
EL
E
V

=

5
5
2
.
9
0
ST
A

=

1
2
1
+
6
9
.
9
9
EL
E
V

=

5
5
2
.
1
0
ST
A

=

1
2
1
+
8
1
.
0
8
EL
E
V

=

5
5
1
.
3
0
STA = 121+84.78
ELEV = 551.30
ST
A

=

1
2
1
+
9
2
.
1
7
EL
E
V

=

5
5
2
.
1
0
ST
A

=

1
2
2
+
1
3
.
3
8
EL
E
V

=

5
5
1
.
7
0
ST
A

=

1
2
2
+
2
6
.
0
4
EL
E
V

=

5
5
1
.
1
0
EXISTING GRADE
PROPOSED GRADE
PROPOSED BANKFULL
X
X
X
X
X
X
X
X
X
X
X
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECE
WETLAND
AREA S
WETLAND
AREA R
STA: 121+66
UT TO SOUTH FORK
STA: 501+38
UT4
CONFLUENCE
STA: 121+44
END UT TO SOUTH FORK REACH 1
BEGIN UT TO SOUTH FORK REACH 2
UT TO SOUTH
UT TO SOUTH
FORK
CR-NM
CR-
R
R
C
R
-
N
M
CR-
W
R
CR
-
N
M
C
R
-
W
R
CR-WR
CR-W
R
C
R
-
W
R
CR-
N
M
C
R
-
W
R
CR-
N
M
C
R
-
N
M
C
R
-
C
R
C
R
-
C
R
CR
-
W
R
501+38
501
+
0
0
11
7
+
0
0
118+0
0
119+0
0
120+00
121
+
0
0
122+00
123+00
C
R
-
C
R
MAT
C
H

L
I
N
E

-

S
T
A

1
1
7
+
8
0
MAT
C
H

L
I
N
E

-

S
T
A

1
2
2
+
3
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

2
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
6
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
12.10'
1.2'
3.6'3.6'4.9'
Typical Section
Reach 2
DH
J
Ju
l
y

3
1
,

2
0
1
5
545
550
555
560
545
550
555
560
122+30 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 126+80
-1.9%
-2.2%
-1.6%
-1.7%
-1.8%
-1.3%
-0.9%
ST
A

=

1
2
2
+
3
0
.
2
7
EL
E
V

=

5
5
1
.
1
0
ST
A

=

1
2
2
+
3
8
.
7
1
EL
E
V

=

5
5
1
.
7
0
ST
A

=

1
2
2
+
6
5
.
2
1
EL
E
V

=

5
5
1
.
2
0
ST
A

=

1
2
2
+
8
3
.
4
3
EL
E
V

=

5
5
0
.
4
0
STA = 122+89.50
ELEV = 550.40
ST
A

=

1
2
3
+
0
1
.
6
4
EL
E
V

=

5
5
1
.
2
0
ST
A

=

1
2
3
+
1
9
.
5
5
EL
E
V

=

5
5
0
.
8
0
ST
A

=

1
2
3
+
3
7
.
3
7
EL
E
V

=

5
5
0
.
2
0
STA = 123+43.31
ELEV = 550.20
ST
A

=

1
2
3
+
5
5
.
1
9
EL
E
V

=

5
5
0
.
8
0
ST
A

=

1
2
3
+
9
3
.
1
4
EL
E
V

=

5
5
0
.
2
0
ST
A

=

1
2
4
+
1
4
.
6
6
EL
E
V

=

5
4
9
.
1
9
STA = 124+21.83
ELEV = 549.19
ST
A

=

1
2
4
+
3
6
.
1
7
EL
E
V

=

5
5
0
.
2
0
ST
A

=

1
2
4
+
6
4
.
9
5
EL
E
V

=

5
4
9
.
7
0
ST
A

=

1
2
4
+
8
0
.
3
4
EL
E
V

=

5
4
9
.
1
0
STA = 124+85.47
ELEV = 549.10
ST
A

=

1
2
4
+
9
5
.
7
3
EL
E
V

=

5
4
9
.
7
0
ST
A

=

1
2
5
+
2
4
.
1
4
EL
E
V

=

5
4
9
.
2
0
ST
A

=

1
2
5
+
4
0
.
3
3
EL
E
V

=

5
4
8
.
6
0
STA = 125+45.72
ELEV = 548.60
ST
A

=

1
2
5
+
5
6
.
5
1
EL
E
V

=

5
4
9
.
2
0
ST
A

=

1
2
5
+
9
3
.
9
0
EL
E
V

=

5
4
8
.
7
0
ST
A

=

1
2
6
+
0
9
.
1
5
EL
E
V

=

5
4
7
.
8
0
STA = 126+14.24
ELEV = 547.80
ST
A

=

1
2
6
+
2
4
.
4
1
EL
E
V

=

5
4
8
.
7
0
ST
A

=

1
2
6
+
6
7
.
9
8
EL
E
V

=

5
4
8
.
3
0
EXISTING GRADE PROPOSED BANKFULLPROPOSED GRADE
X
XX
X
X
X
X
X
X
X
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECE
CE
CE
SAF
SAF
SAF
SAF
SA
F
SA
F
SA
F
SAF
SAF
SAF
SAF
SAF WETLAND
AREA O
WETLAND
AREA N WETLAND
AREA P
STA: 12
1
+
6
6
UT TO S
O
U
T
H

F
O
R
K
STA: 50
1
+
3
8
UT4
CONFLU
E
N
C
E
STA: 125+87
UT TO SOUTH FORK
STA: 608+77
UT5
CONFLUENCE
UT T
O

S
O
U
T
H
FOR
K
UT
5
C
R
-
N
M
CR-N
M
CR-N
M
CR-
W
R
CR-
W
R
CR-
W
R
C
R
-
W
R
CR-W
R
CR-
N
M
CR-R
R
CR-
N
M
C
R
-
R
R
CR
-
C
R
608+77
608
+
0
0
501+38
50
1
+
0
0
122+0
0
123+
0
0
12
4
+
0
0
125
+
0
0
126
+
0
0
127
+
0
0
CR
-
C
R
C
R
-
C
R
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
2
+
3
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
2
6
+
8
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
S
F

R
e
a
c
h

2
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
7
Sheet Index
2.1
2.2
2.3
2.4
2.5
2.6
2.7
12.10'
1.2'
3.6'3.6'4.9'
Typical Section
Reach 2
DH
J
Ju
l
y

3
1
,

2
0
1
5
540
545
550
555
540
545
550
555
126+80 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+24
-1.3%
-2.0%
-1.8%
-1.1%
-1.7%
-3.1%
-3.6%
-3.2%
-4.0
%
6.1%-1.6%
ST
A

=

1
2
6
+
8
3
.
5
8
EL
E
V

=

5
4
7
.
7
0
STA = 126+88.78
ELEV = 547.70
ST
A

=

1
2
6
+
9
9
.
1
7
EL
E
V

=

5
4
8
.
3
0
ST
A

=

1
2
7
+
3
0
.
3
1
EL
E
V

=

5
4
7
.
9
0
ST
A

=

1
2
7
+
4
7
.
2
0
EL
E
V

=

5
4
7
.
3
0
STA = 127+52.84
ELEV = 547.30
ST
A

=

1
2
7
+
6
4
.
1
0
EL
E
V

=

5
4
7
.
9
0
ST
A

=

1
2
7
+
7
9
.
1
3
EL
E
V

=

5
4
7
.
6
0
ST
A

=

1
2
8
+
0
0
.
7
2
EL
E
V

=

5
4
6
.
7
2
STA = 128+07.92
ELEV = 546.72
ST
A

=

1
2
8
+
2
2
.
3
2
EL
E
V

=

5
4
7
.
6
0
ST
A

=

1
2
8
+
3
9
.
0
1
EL
E
V

=

5
4
7
.
3
0
ST
A

=

1
2
8
+
5
7
.
0
8
EL
E
V

=

5
4
6
.
5
0
STA = 128+63.10
ELEV = 546.50
ST
A

=

1
2
8
+
7
5
.
1
5
EL
E
V

=

5
4
7
.
3
0
ST
A

=

1
2
9
+
1
9
.
0
4
EL
E
V

=

5
4
6
.
8
0
ST
A

=

1
2
9
+
3
1
.
0
7
EL
E
V

=

5
4
6
.
3
0
STA = 129+35.08
ELEV = 546.30
ST
A

=

1
2
9
+
4
3
.
1
0
EL
E
V

=

5
4
6
.
8
0
ST
A

=

1
2
9
+
7
9
.
1
2
EL
E
V

=

5
4
6
.
2
0
ST
A

=

1
2
9
+
9
3
.
8
8
EL
E
V

=

5
4
5
.
5
0
STA = 129+98.80
ELEV = 545.50
ST
A

=

1
3
0
+
0
8
.
6
4
EL
E
V

=

5
4
6
.
2
0
ST
A

=

1
3
0
+
3
4
.
1
1
EL
E
V

=

5
4
5
.
4
0
ST
A

=

1
3
0
+
5
3
.
9
5
EL
E
V

=

5
4
4
.
6
0
STA = 130+60.56
ELEV = 544.60
ST
A

=

1
3
0
+
7
3
.
7
9
EL
E
V

=

5
4
5
.
4
0
ST
A

=

1
3
0
+
9
6
.
1
8
EL
E
V

=

5
4
4
.
6
0
ST
A

=

1
3
1
+
1
4
.
4
6
EL
E
V

=

5
4
3
.
8
0
STA = 131+20.55
ELEV = 543.80
ST
A

=

1
3
1
+
3
2
.
7
4
EL
E
V

=

5
4
4
.
6
0
ST
A

=

1
3
1
+
5
1
.
7
4
EL
E
V

=

5
4
4
.
0
0
ST
A

=

1
3
1
+
6
9
.
0
7
EL
E
V

=

5
4
3
.
3
0
STA = 131+74.85
ELEV = 543.30
ST
A

=

1
3
1
+
8
6
.
4
1
EL
E
V

=

5
4
4
.
0
0
PROPOSED GRADE PROPOSED BANKFULL
EXISTING GRADE
X
X
X
X
X
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
WETLAND AREA Q
STA: 132+24
END WORK
UT TO SOUTH FORK
UT TO S
O
U
T
H
FORK
CR-
C
R
CR-WR
CR-
W
R
CR-
C
R
C
R
-
N
M
CR-
W
R
C
R
-
W
R
C
R
-
N
M
CR-N
M
127+
0
0
128+00
12
9
+
0
0
13
0
+
0
0
131
+
0
0
132
+
0
0
132
+
2
4
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
6
+
8
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

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

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
8
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
8.1'
0.9'
2.35'2.35'3.4'
DH
J
Ju
l
y

3
1
,

2
0
1
5
565
570
575
580
565
570
575
580
199+50 200+00 200+50 201+00 201+50 202+00 202+50 202+60
-2.1%
-1.9%
-1.9%-1.2%-1.7%
-1.6%
-0.6%-0.7%-0.7%
ST
A

=

2
0
0
+
0
0
.
0
0
EL
E
V

=

5
7
3
.
1
0
ST
A

=

2
0
0
+
1
9
.
0
0
EL
E
V

=

5
7
2
.
7
0
STA = 200+22.39
ELEV = 572.30
STA = 200+25.78
ELEV = 572.30
ST
A

=

2
0
0
+
2
9
.
1
7
EL
E
V

=

5
7
2
.
7
0
ST
A

=

2
0
0
+
4
4
.
8
8
EL
E
V

=

5
7
2
.
4
0
STA = 200+50.75
ELEV = 572.00
STA = 200+56.62
ELEV = 572.00
ST
A

=

2
0
0
+
6
2
.
4
9
EL
E
V

=

5
7
2
.
4
0
ST
A

=

2
0
0
+
7
8
.
6
2
EL
E
V

=

5
7
2
.
1
0
STA = 200+83.55
ELEV = 571.60
STA = 200+88.47
ELEV = 571.60
ST
A

=

2
0
0
+
9
3
.
4
0
EL
E
V

=

5
7
2
.
1
0
ST
A

=

2
0
1
+
0
1
.
7
4
EL
E
V

=

5
7
2
.
0
0
STA = 201+07.02
ELEV = 571.70
STA = 201+12.30
ELEV = 571.70
ST
A

=

2
0
1
+
1
7
.
5
8
EL
E
V

=

5
7
2
.
0
0
ST
A

=

2
0
1
+
3
4
.
8
6
EL
E
V

=

5
7
1
.
7
0
STA = 201+39.20
ELEV = 571.10
STA = 201+43.54
ELEV = 571.10
ST
A

=

2
0
1
+
4
7
.
8
8
EL
E
V

=

5
7
1
.
7
0
ST
A

=

2
0
1
+
7
2
.
5
7
EL
E
V

=

5
7
1
.
3
0
STA = 201+78.85
ELEV = 571.00
STA = 201+85.14
ELEV = 571.00
ST
A

=

2
0
1
+
9
1
.
4
2
EL
E
V

=

5
7
1
.
3
0
ST
A

=

2
0
2
+
0
8
.
5
0
EL
E
V

=

5
7
1
.
2
0
STA = 202+11.63
ELEV = 570.90
STA = 202+14.76
ELEV = 570.90
ST
A

=

2
0
2
+
1
7
.
8
9
EL
E
V

=

5
7
1
.
2
0
ST
A

=

2
0
2
+
3
2
.
4
7
EL
E
V

=

5
7
1
.
1
0
STA = 202+37.32
ELEV = 570.80
STA = 202+42.18
ELEV = 570.80
ST
A

=

2
0
2
+
4
7
.
0
3
EL
E
V

=

5
7
1
.
1
0
STA = 202+60.40
ELEV = 571.00
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
STA: 102+84
UT TO SOUTH FORK
STA: 202+60
UT1C
CONFLUENCE
STA: 200+00
BEGIN WORK
UT1C
WETLAND AREA B
CR-
W
R
CR-
N
M
UT TO

S
O
U
T
H
FORK
UT1C
SR
1
5
5
4
CE
N
T
E
R

C
H
U
R
C
H

R
O
A
D
(60
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
C
R
-
R
R
CR-
W
R
CR-
W
R
C
R
-
W
R
CR-NM
CR-
N
M
CR-NM
CR-NM
CR-RR
CR
-
C
R
CR-CR
202+60
19
8
+
9
8
19
9
+
0
0
200+00
201
+
0
0
202
+
0
0
10
1
+
0
0
102+0
0
10
3
+
0
0
ROCK
PILE
CR
-
C
R
WETLAND AREA U
ROCK
PILE
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
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
00
5
-
0
2
1
4
4
RC
P
JK
2.
9
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
DH
J
Ju
l
y

3
1
,

2
0
1
5
X
X
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
C
E
CE
C
E
CE
C
E
CE
C
E
CE
C
E
CE
C
E
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
C
E
STA: 295+15
BEGIN ENHANCEMENT II
UT2
WETLAND AREA J
WETLAND AREA I
UT2
STA: 30
0
+
0
0
END EN
H
A
N
C
E
M
E
N
T

I
I
BEGIN
E
N
H
A
N
C
E
M
E
N
T

I
UT2
CR-NM
295
+
1
5
29
6
+
0
0
29
7
+
0
0
298+00
299
+
0
0
300+00
M
A
T
C
H

L
I
N
E

-

S
T
A

2
9
9
+
5
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
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
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
0
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
4.0'
0.5'
1.0'1.0'2.0'
DH
J
Ju
l
y

3
1
,

2
0
1
5
555
560
565
570
555
560
565
570
299+00 299+50 300+00 300+50 300+74
-0.9%-2.0%-1.2%
ST
A

=

3
0
0
+
0
0
.
0
0
EL
E
V

=

5
6
3
.
3
0
ST
A

=

3
0
0
+
1
0
.
5
8
EL
E
V

=

5
6
3
.
2
0
STA = 300+17.98
ELEV = 562.90
STA = 300+25.39
ELEV = 562.90
ST
A

=

3
0
0
+
3
2
.
7
9
EL
E
V

=

5
6
3
.
2
0
ST
A

=

3
0
0
+
4
2
.
8
9
EL
E
V

=

5
6
3
.
0
0
STA = 300+47.77
ELEV = 562.70
STA = 300+52.66
ELEV = 562.70
ST
A

=

3
0
0
+
5
7
.
5
4
EL
E
V

=

5
6
3
.
0
0
ST
A

=

3
0
0
+
7
3
.
8
5
EL
E
V

=

5
6
2
.
8
0
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED GRADE
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
SAF
S
A
F
STA: 110+03
UT TO SOUTH FORK
STA: 300+74
UT2
CONFLUENCE
WETLAND AREA H
STA: 300+00
END ENHANCEMENT II
BEGIN ENHANCEMENT I
U
T

T
O
S
O
U
T
H

F
O
R
K
UT
2
CR-WR
C
R
-
N
M
C
R
-
N
M
CR-
N
M
CR
-
N
M
CR-C
R
109
+
0
0
1
1
0
+
0
0
1
1
1
+
0
0
299+
0
0
300+00
30
0
+
7
4
CR
-
N
M
ROCK
PILE
M
A
T
C
H

L
I
N
E

-

S
T
A

2
9
9
+
5
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
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
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
1
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
DH
J
Ju
l
y

3
1
,

2
0
1
5
CECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
S
A
F
SA
F
SA
F
STA: 395+79
BEGIN ENHANCEMENT II
UT3
WETLAND AREA K
STA: 400+00
END ENHANCEMENT
I
I
BEGIN ENHANCEMEN
T

I
UT3
UT3
CR-NM
3
9
5
+
7
9
3
9
6
+
0
0
397+00
398+00 399+00
400+00
MA
T
C
H

L
I
N
E

-

S
T
A

0
+
0
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
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
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
2
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
4.0'
0.5'
1.0'1.0'2.0'
DH
J
Ju
l
y

3
1
,

2
0
1
5
555
560
565
570
555
560
565
570
400+00 400+50 401+00 401+50 401+63
-2.1%
-3.2%
-3.4%
-2.0%
-3.5%
-3.5%
STA = 400+00.00
ELEV = 563.80
ST
A

=

4
0
0
+
1
4
.
1
9
EL
E
V

=

5
6
3
.
5
0
STA = 400+16.36
ELEV = 563.30
STA = 400+18.53
ELEV = 563.30
STA = 400+20.70
ELEV = 563.50
ST
A

=

4
0
0
+
3
3
.
2
2
EL
E
V

=

5
6
3
.
1
0
STA = 400+37.98
ELEV = 562.85
STA = 400+42.74
ELEV = 562.85
ST
A

=

4
0
0
+
4
7
.
5
0
EL
E
V

=

5
6
3
.
1
0
ST
A

=

4
0
0
+
6
5
.
0
6
EL
E
V

=

5
6
2
.
5
0
STA = 400+72.07
ELEV = 562.10
STA = 400+79.08
ELEV = 562.10
ST
A

=

4
0
0
+
8
6
.
0
9
EL
E
V

=

5
6
2
.
5
0
ST
A

=

4
0
1
+
0
0
.
8
7
EL
E
V

=

5
6
2
.
2
0
STA = 401+06.50
ELEV = 561.90
STA = 401+12.13
ELEV = 561.90
ST
A

=

4
0
1
+
1
7
.
7
5
EL
E
V

=

5
6
2
.
2
0
ST
A

=

4
0
1
+
3
4
.
8
1
EL
E
V

=

5
6
1
.
6
0
STA = 401+39.28
ELEV = 561.20
STA = 401+43.75
ELEV = 561.20
ST
A

=

4
0
1
+
4
8
.
2
2
EL
E
V

=

5
6
1
.
6
0
STA = 401+62.60
ELEV = 561.10
EXISTING GRADE
PROPOSED GRADE
PROPOSED
BANKFULL
CE
CE
CECECECECECECECECECECECECE
CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
S
A
F
SA
F
SA
F
S
A
F
S
A
F
STA: 112+34
UT TO SOUTH FORK
STA: 401+63
UT3
CONFLUENCE
WETLAND
AREA L
STA: 400+00
END ENHANCEMENT II
BEGIN ENHANCEMENT I
WETLAND
AREA K
S
O
U
T
H

F
O
R
K
UT3
CR
-
R
R
CR-
N
M
CR-NM
CR-WR
CR
-
N
M
CR-N
M
CR-
C
R
CR-CR
CR-CR
CR-
C
R
401+63
400+00 401
+
0
0
11
2
+
0
0
113
+
0
0
UT
T
O

S
O
U
T
H
FO
R
K
CR-CR
MA
T
C
H

L
I
N
E

-

S
T
A

0
+
0
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
4
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
3
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
5.0'
0.5'
1.25'1.25'2.5'
DH
J
Ju
l
y

3
1
,

2
0
1
5
545
550
555
560
545
550
555
560
497+87 498+00 498+50 499+00 499+50 500+00 500+50 501+00 501+38
-2.1%-1.4%-1.1%-1.1%-1.4%
ST
A

=

5
0
0
+
0
0
.
0
0
EL
E
V

=

5
5
3
.
2
0
STA = 500+04.84
ELEV = 553.10
STA = 500+08.51
ELEV = 552.74
STA = 500+12.19
ELEV = 552.74
ST
A

=

5
0
0
+
1
5
.
8
6
EL
E
V

=

5
5
3
.
1
0
ST
A

=

5
0
0
+
3
0
.
4
9
EL
E
V

=

5
5
2
.
9
0
STA = 500+35.15
ELEV = 552.57
STA = 500+39.80
ELEV = 552.57
ST
A

=

5
0
0
+
4
4
.
4
6
EL
E
V

=

5
5
2
.
9
0
ST
A

=

5
0
0
+
6
2
.
5
0
EL
E
V

=

5
5
2
.
7
0
STA = 500+69.17
ELEV = 552.35
STA = 500+75.83
ELEV = 552.35
ST
A

=

5
0
0
+
8
2
.
5
0
EL
E
V

=

5
5
2
.
7
0
ST
A

=

5
0
1
+
0
0
.
6
4
EL
E
V

=

5
5
2
.
5
0
STA = 501+06.17
ELEV = 552.11
STA = 501+11.71
ELEV = 552.11
ST
A

=

5
0
1
+
1
7
.
2
4
EL
E
V

=

5
5
2
.
5
0
ST
A

=

5
0
1
+
3
8
.
2
0
EL
E
V

=

5
5
2
.
2
0
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED GRADE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
STA: 121+66
UT TO SOUTH FORK
STA: 501+38
UT4
CONFLUENCE
STA: 121+44
END UT TO SOUTH FORK REACH 1
BEGIN UT TO SOUTH FORK REACH 2
STA: 497+87
BEGIN ENHANCEMENT II
UT4
STA: 500+00
END ENHANCEMENT II
BEGIN ENHANCEMENT I
UT4
C
R
-
N
M
CR-N
M
CR-
R
R
CR-
N
M
CR-W
R
C
R
-
W
R
CR-N
M
CR-
W
R
CR-
N
M
CR-C
R
501+38
497+87 498+00
499+00
500+
0
0
501
+
0
0
121
+
0
0
1
2
2
+
0
0
1
2
3
+
0
0
CR-CR
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
5
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
4
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
7.2'
0.8'
2.1'2.1'3'
DH
J
Ju
l
y

3
1
,

2
0
1
5
548
550
555
560
565
548
550
555
560
565
602+00 602+50 603+00 603+50 604+00 604+50 605+00 605+50 606+00 606+30
-1.7%
-1.6%
-1.3%
-2.2%
-3.2%
-3.3%
-3.5%
-2.2%
-2.7%
-1.3%
-3.8
%
ST
A

=

6
0
2
+
0
0
.
0
0
EL
E
V

=

5
5
6
.
5
0
STA = 602+06.00
ELEV = 556.40
STA = 602+11.64
ELEV = 556.01
STA = 602+17.28
ELEV = 556.01
ST
A

=

6
0
2
+
2
2
.
9
2
EL
E
V

=

5
5
6
.
4
0
ST
A

=

6
0
2
+
4
8
.
5
6
EL
E
V

=

5
5
6
.
0
0
STA = 602+54.36
ELEV = 555.67
STA = 602+60.15
ELEV = 555.67
ST
A

=

6
0
2
+
6
5
.
9
5
EL
E
V

=

5
5
6
.
0
0
ST
A

=

6
0
2
+
8
9
.
1
4
EL
E
V

=

5
5
5
.
7
0
STA = 602+96.04
ELEV = 555.32
STA = 603+02.94
ELEV = 555.32
ST
A

=

6
0
3
+
0
9
.
8
4
EL
E
V

=

5
5
5
.
7
0
ST
A

=

6
0
3
+
3
2
.
8
5
EL
E
V

=

5
5
5
.
2
0
STA = 603+42.70
ELEV = 554.77
STA = 603+52.55
ELEV = 554.77
ST
A

=

6
0
3
+
6
2
.
3
9
EL
E
V

=

5
5
5
.
2
0
ST
A

=

6
0
3
+
8
4
.
2
3
EL
E
V

=

5
5
4
.
5
0
ST
A

=

6
0
3
+
9
3
.
0
6
EL
E
V

=

5
5
4
.
0
0
STA = 604+01.88
ELEV = 554.00
ST
A

=

6
0
4
+
1
0
.
7
0
EL
E
V

=

5
5
4
.
5
0
ST
A

=

6
0
4
+
2
5
.
8
9
EL
E
V

=

5
5
4
.
0
0
STA = 604+32.60
ELEV = 553.60
STA = 604+39.31
ELEV = 553.60
ST
A

=

6
0
4
+
4
6
.
0
2
EL
E
V

=

5
5
4
.
0
0
ST
A

=

6
0
4
+
5
4
.
5
5
EL
E
V

=

5
5
3
.
7
0
STA = 604+60.86
ELEV = 553.35
STA = 604+67.17
ELEV = 553.35
ST
A

=

6
0
4
+
7
3
.
4
8
EL
E
V

=

5
5
3
.
7
0
ST
A

=

6
0
4
+
9
5
.
9
7
EL
E
V

=

5
5
3
.
2
0
STA = 605+03.56
ELEV = 552.60
STA = 605+11.16
ELEV = 552.60
ST
A

=

6
0
5
+
1
8
.
7
6
EL
E
V

=

5
5
3
.
2
0
ST
A

=

6
0
5
+
4
0
.
9
8
EL
E
V

=

5
5
2
.
6
0
STA = 605+45.82
ELEV = 552.28
STA = 605+50.66
ELEV = 552.28
ST
A

=

6
0
5
+
5
5
.
5
0
EL
E
V

=

5
5
2
.
6
0
ST
A

=

6
0
5
+
7
8
.
1
6
EL
E
V

=

5
5
2
.
3
0
STA = 605+84.11
ELEV = 551.84
STA = 605+90.06
ELEV = 551.84
ST
A

=

6
0
5
+
9
6
.
0
1
EL
E
V

=

5
5
2
.
3
0
ST
A

=

6
0
6
+
0
9
.
3
1
EL
E
V

=

5
5
1
.
8
0
STA = 606+15.39
ELEV = 551.46
STA = 606+21.47
ELEV = 551.46
ST
A

=

6
0
6
+
2
7
.
5
4
EL
E
V

=

5
5
1
.
8
0
PROPOSED GRADEEXISTING GRADE
PROPOSED
BANKFULL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XCE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
STA: 602+00
BEGIN WORK
UT5
WETLAND
AREA T
UT5
CR-
R
R
C
R
-
W
R
C
R
-
R
R
CR
-
W
R
CR-
W
R
CR
-
N
M
CR-N
M
CR-N
M
C
R
-
N
M
CR-NM
CR-C
R
C
R
-
N
M
CR
-
C
R
CR
-
N
M
CR
-
N
M
602+00
603+00
604+00
60
5
+
0
0
60
6
+
0
0
607+00
MA
T
C
H

L
I
N
E

-

S
T
A

6
0
6
+
3
0
0'20'40'60'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
r
o
f
i
l
e
s
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
5
St
r
e
a
m

P
l
a
n

a
n
d

P
r
o
f
i
l
e
00
5
-
0
2
1
4
4
RC
P
JK
2.
1
5
Sheet Index
2.8
2.9
2.10
2.11
2.12
2.13
2.15
2.14
Typical Section
7.2'
0.8'
2.1'2.1'3'
DH
J
Ju
l
y

3
1
,

2
0
1
5
548
550
555
560
606+30
545
550
555
560
545
550
555
560
606+30 606+50 607+00 607+50 608+00 608+50 608+77
STA = 606+21.47
ELEV = 551.46
ST
A

=

6
0
6
+
2
7
.
5
4
EL
E
V

=

5
5
1
.
8
0
-2.7%
-2.0%
-1.4%
-1.8%
-2.7%
-2.7%
-3.1%
ST
A

=

6
0
6
+
3
8
.
5
1
EL
E
V

=

5
5
1
.
5
0
STA = 606+45.76
ELEV = 550.90
STA = 606+53.02
ELEV = 550.90
ST
A

=

6
0
6
+
6
0
.
2
8
EL
E
V

=

5
5
1
.
5
0
ST
A

=

6
0
6
+
8
4
.
8
9
EL
E
V

=

5
5
1
.
0
0
STA = 606+92.35
ELEV = 550.65
STA = 606+99.80
ELEV = 550.65
ST
A

=

6
0
7
+
0
7
.
2
6
EL
E
V

=

5
5
1
.
0
0
ST
A

=

6
0
7
+
2
9
.
0
0
EL
E
V

=

5
5
0
.
7
0
STA = 607+35.95
ELEV = 550.32
STA = 607+42.89
ELEV = 550.32
ST
A

=

6
0
7
+
4
9
.
8
4
EL
E
V

=

5
5
0
.
7
0
ST
A

=

6
0
7
+
6
6
.
1
3
EL
E
V

=

5
5
0
.
4
0
STA = 607+74.30
ELEV = 549.70
STA = 607+82.47
ELEV = 549.70
ST
A

=

6
0
7
+
9
0
.
6
3
EL
E
V

=

5
5
0
.
4
0
ST
A

=

6
0
8
+
0
9
.
0
4
EL
E
V

=

5
4
9
.
9
0
STA = 608+15.38
ELEV = 549.59
STA = 608+21.72
ELEV = 549.59
ST
A

=

6
0
8
+
2
8
.
0
6
EL
E
V

=

5
4
9
.
9
0
ST
A

=

6
0
8
+
3
9
.
3
0
EL
E
V

=

5
4
9
.
6
0
STA = 608+43.36
ELEV = 549.23
STA = 608+47.43
ELEV = 549.23
ST
A

=

6
0
8
+
5
1
.
4
9
EL
E
V

=

5
4
9
.
6
0
ST
A

=

6
0
8
+
7
7
.
4
0
EL
E
V

=

5
4
8
.
8
0
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
BANKFULL
X
X
X
X
X
X
X
X
X
X CE
CE
CECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
SA
F
SA
F
S
A
F
S
A
F
SAF
SAF
SAF
S
A
F
S
A
F
WETLAND
AREA T
WETLAND
AREA N
UT5
STA: 125+87
UT TO SOUTH FORK
STA: 608+77
UT5
CONFLUENCE
UT
T
O
SO
U
T
H

F
O
R
K
WETLAND
AREA P
UT5
CR-R
R
C
R
-
W
R
CR-
W
R
CR
-
W
R
CR-
N
M
CR-NM
C
R
-
N
M
CR-
W
R
CR-
W
R
CR
-
N
M
C
R
-
N
M
CR
-
C
R
CR-
N
M
608+77
6
0
5
+
0
0
606
+
0
0
607+00
6
0
8
+
0
0
125
+
0
0
1
2
6
+
0
0
1
2
7
+
0
0
CR-CR
MA
T
C
H

L
I
N
E

-

S
T
A

6
0
6
+
3
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
l
a
n
t
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pl
a
n
t
i
n
g

L
i
s
t
00
5
-
0
2
1
4
4
RC
P
JK
3.
1
ZONE 1 - STREAM BANK PLANTING ZONE
ZONE 2 - BUFFER PLANTING ZONE
ZONE 3 - SUPPLEMENTAL MID-STORY/SHRUB PLANTING ZONE
*Juncus effusus only to be used in channels within 100' of confluence with UT to South Fork Cane Creek.
Permanent Riparian Seeding
Pure Live Seed (20 lbs/ acre)
Approved Date Species Name Common Name Stratum Density
(lbs/acre)
All Year Panicum
rigidulum
Redtop
Panicgrass Herb 1.5
All Year Agrostis
hyemalis Winter Bentgrass Herb 4.0
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 3.5
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 Gaillardia
pulchella Annual Gaillardia Herb 1.0
All Year Echinacea
purpurea
Pale Purple
Coneflower Herb 0.6
Permanent Seeding Outside Easement
Approved Date Species Name Common Name Stratum Density
(lbs/acre)
All Year Festuca
arundinacea Tall Fescue Herb 40
Temporary Seeding
Pure Live Seed
Approved Date 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
DH
J
Ju
l
y

3
1
,

2
0
1
5
Streambank Planting Zone
Live Stakes
Species Common Name Max
Spacing
Indiv.
Spacing Min. Size Stratum % of Stems
Cornus
ammomum Silky Dogwood 8 ft.2-8 ft.Ϭ͘ϱ͟Ͳϭ͘ϱ͟ĐĂů͘Shrub 35%
Salix sericea Silky Willow 8 ft.2-8 ft.Ϭ͘ϱ͟Ͳϭ͘ϱ͟ĐĂů͘Shrub 35%
Salix nigra Black Willow 8 ft.2-8 ft.Ϭ͘ϱ͟Ͳϭ͘ϱ͟ĐĂů͘Shrub 15%
Physocarpos
opulifolius Ninebark 8 ft.2-8 ft.Ϭ͘ϱ͟Ͳϭ͘ϱ͟ĐĂů͘Shrub 15%
Herbaceous Plugs
*Juncus effusus Common Rush 5 ft.3-5 ft.ϭ͘Ϭ͟ͲϮ͘Ϭ͟
plug Herb 40%
Carex alata Broadwing
Sedge 5 ft.3-5 ft.ϭ͘Ϭ͟ͲϮ͘Ϭ͟
plug Herb 40%
Panicum
virgatum Switchgrass 5 ft.3-5 ft.ϭ͘Ϭ͟ͲϮ͘Ϭ͟
plug Herb 20%
Buffer Planting Zone
Bare Root
Species Common Name Max
Spacing
Indiv.
Spacing
Min. Caliper
Size Stratum % of Stems
Fraxinus
pennsylvanica Green Ash 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 20%
Platanus
occidentalis Sycamore 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 20%
Betula nigra River Birch 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 15%
Quercus phellos Willow Oak 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 10%
Liriodendron
tulipifera Tulip Poplar 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 10%
Alnus serrulata Tag Alder 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 8%
Quercus
palustris Pin Oak 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Canopy 5%
Carpinus
caroliniana
American
Hornbeam 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Mid-Story 4%
Viburnum
prunifolium
Blackhaw
Viburnum 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 2%
Calycanthus
floridus Sweetshrub 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 2%
Callicarpa
americana
American
Beautyberry 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 2%
Symphoricarpos
orbiculatus Coralberry 12 ft.6-12 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 2%
Supplemental Mid-Story / Shrub Planting Zone
Bare Root
Species Common
Name
Max
Spacing
Indiv.
Spacing
Min. Caliper
Size Stratum % of Stems
Carpinus
caroliniana
American
Hornbeam 24 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Mid-Story 40%
Callicarpa
americana
American
Beautyberry 24 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 15%
Calycanthus
floridus Sweetshrub 24 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 15%
Viburnum
prunifolium
Blackhaw
Viburnum 24 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 10%
Symphoricarpos
orbiculatus Coralberry 24 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Shrub 10%
Aesculus pavia Red Buckeye 25 ft.12-24 ft.Ϭ͘Ϯϱ͟Ͳϭ͘Ϭ͟Mid-Story 10%
0'40'80'120'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
l
a
n
t
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k

&

U
T
1
Pl
a
n
t
i
n
g
00
5
-
0
2
1
4
4
RC
P
JK
3.
2
DH
J
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
3.3
3.2
3.4
3.5
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
CE CE
CE
CE
CE
CE
202+60
199+0
0
200+00
2
0
1
+
0
0
202+00
300+74
2
9
9
+
0
0
30
0
+
0
0
UT1
C
UT TO
S
O
U
T
H

F
O
R
K
UT2
U
T
3
40'EASEMENT
BREAK
S
R
1
5
5
4
C
E
N
T
E
R

C
H
U
R
C
H

R
O
A
D
(
6
0
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
395+
7
9
396
+
0
0
3
9
7
+
0
0
39
8
+
0
0
3
9
9
+
0
0
40
0
+
0
0
10
0
+
0
0
101
+
0
0
102+00
103+00
104+00
105+00
106+00
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
110+0
0
111+0
0
112+00
STA: 100+00
BEGIN WORK
UT TO SOUTH FORK
STA: 102+84
UT TO SOUTH FORK
STA: 202+60
UT1C
CONFLUENCE
STA: 110+03
UT TO SOUTH FORK
STA: 300+74
UT2
CONFLUENCE
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
1
+
1
0
0'40'80'120'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
l
a
n
t
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
3
,

&

U
T
4
Pl
a
n
t
i
n
g
00
5
-
0
2
1
4
4
RC
P
JK
3.
3
DH
J
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
3.3
3.2
3.4
3.5
0'40'80'120'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
l
a
n
t
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k

&

U
T
5
Pl
a
n
t
i
n
g
00
5
-
0
2
1
4
4
RC
P
JK
3.
4
DH
J
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
3.3
3.2
3.4
3.5
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
U
T
5
UT TO SOUTH FORK
132
+
2
4
123+0
0
1
2
4
+
0
0
1
2
5
+
0
0
126+
0
0
127
+
0
0
128+00
12
9
+
0
0
130
+
0
0
131
+
0
0
132
+
0
0
60
2
+
0
0
60
3
+
0
0
60
4
+
0
0
605
+
0
0
6
0
6
+
0
0
60
7
+
0
0
608+0
0
60
8
+
7
7
STA: 132+24
END WORK
UT TO SOUTH FORK
STA: 125+87
UT TO SOUTH FORK
STA: 608+77
UT5
CONFLUENCE
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
2
+
4
0
0'40'80'120'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
P
l
a
n
t
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT
2
Pl
a
n
t
i
n
g
00
5
-
0
2
1
4
4
RC
P
JK
3.
5
DH
J
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
3.3
3.2
3.4
3.5
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
295
+
1
5
2
9
6
+
0
0
297+
0
0
29
8
+
0
0
2
9
9
+
0
0
STA: 112+34
UT TO SOUTH FORK
STA: 401+63
UT3
CONFLUENCE
UT2
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
E
S
C
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ov
e
r
v
i
e
w
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
4.
1
Ju
l
y

3
1
,

2
0
1
5
N
Erosion Control Maintence Contact:
Jeff Keaton, PE
312 West Millbrook Rd., Suite 225
Raleigh, NC 27609
919-851-9986
Total Disturbed Area = 9.5 Acres
0'150'300'450'
(HORIZONTAL)
Erosion and Sediment Control Features
T
Proposed Limits of Disturbance
Proposed Silt Fence
Proposed Silt Fence Stone Outlet
Proposed Safety Fencing
Proposed Temporary Crossing (Mud Mat)
Proposed Temporary Access Road
Proposed Construction Entrance
Proposed Pump Around System
SAF SAF
LOD LOD
[x][x]
Temporary Seeding
Pure Live Seed
Approved Date 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
CE
CE
CE
CE
CECE
CE
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
C
E
C
E
CE
CE
CE CE CE CE
C
E
CECECECEC
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE CE CE
CECECE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CECE
C
E
CE CE CE
C
E
C
E
C
E
C
E
CE
/
L
O
D
CE
/
L
O
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LO
D
L
O
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
LOD
LOD LOD LOD
CE/
L
O
D
C
E
/
L
O
D
LODLOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
SHEET 4.4
SHEET 4.3
SHEET 4.2
T
T
T
T
T
T
UT2
UT4
UT3
SR1
5
5
4
CEN
T
E
R

C
H
U
R
C
H

R
O
A
D
(60
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
UT5
U
T

T
O

S
O
U
T
H

F
O
R
K
U
T

T
O

S
O
U
T
H

F
O
R
K
U
T

T
O

S
O
U
T
H

F
O
R
K
U
T
1
C
T
CONSTRUCTION ENTRANCE
LAT: 35.83
LONG: -79.34
0'40'80'120'
(HORIZONTAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
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b

N
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:
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B
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:
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:
31
2

W
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M
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R
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2
2
5
Ra
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2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
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:

9
1
9
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8
5
1
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9
9
8
6
Fi
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o
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F
-
0
8
3
1
Da
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:
Re
v
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:
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F
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N
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T:
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P
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(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
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y

F
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m
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2
0
1
5
Ma
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y

F
a
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M
i
t
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g
a
t
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n

P
r
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e
c
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Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k

&

U
T
1
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
4.
2
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
4.3
4.2
4.4
Erosion and Sediment Control Features
T
SAF SAF
LOD LOD
[x][x]
Proposed Limits of Disturbance
Proposed Silt Fence
Proposed Silt Fence Stone Outlet
Proposed Safety Fencing
Proposed Temporary Crossing (Mud Mat)
Proposed Temporary Access Road
Proposed Construction Entrance
Proposed Pump Around System
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
[x]
[x]
[
x
]
[
x
]
SAF
SAF
SAF
SAF
SAF
[x]
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE/LOD
CE/LOD
CE/LODCE/LOD
CE/LOD
CE/LOD
CE/LOD
CE/
L
O
D
CE/
L
O
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
L
O
D
LOD
LOD
LOD LOD
LOD
LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
C
E
/
L
O
D
C
E
/
L
O
D
C
E
/
L
O
D
C
E
/
L
O
D
C
E
/
L
O
D
C
E
/
L
O
D
C
E
/
L
O
D
CE/LOD CE/LOD CE/LOD
LOD
LO
D
LOD
LOD
SAF
SAF
SAF
SAF
SAF
STA: 100+00
BEGIN WORK
UT TO SOUTH FORK
UT TO
SOUTH FORK
UT1C
UT TO
SOUTH FORK
S
R
1
5
5
4
C
E
N
T
E
R

C
H
U
R
C
H

R
O
A
D
(
6
0
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
PROPOSED
CROSSING
2-36"
100+00
10
1
+
0
0
102+00
103
+
0
0
104+00
105+
0
0
106+
0
0
1
0
7
+
0
0
108+
0
0
10
9
+
0
0
202+60
198+98 199
+
0
0
200+00
2
0
1
+
0
0
202+
0
0
295
+
1
5
29
6
+
0
0
297
+
0
0
STA: 102+84
UT TO SOUTH FORK
STA: 202+60
UT1C
CONFLUENCE
STA: 200+00
BEGIN WORK
UT1C
PROPOSED
CONSTRUCTION
ENTRANCE
PRO
P
O
S
E
D

S
T
O
C
K
P
I
L
E
ARE
A

(
T
Y
P
)
P
R
O
P
O
S
E
D

S
T
A
G
I
N
G
A
R
E
A
PROPOSED
TEMPORARY
ACCESS ROAD
PROPOSED SILT
FENCE (TYP)
T
PROPOSED
TEMPORARY
CROSSING (TYP)
T
PROPOSED
TEMPORARY
CROSSING (TYP)
PROPOSED STO
C
K
P
I
L
E
AREA (TYP)
WETLAND
AREA A
WETLAND
AREA B
WETLAND
AREA C
WETLAND
AREA D
WETLAND
AREA E
WETLAND
AREA F
WETLAND
AREA G
WETLAND
AREA H
WE
T
L
A
N
D
AR
E
A

J
UP
L
A
N
D
AR
E
A

U
2
WETLAND
AREA U
WETLAND
AREA E
PROPOSED SILT
FENCE (TYP)
PROPOSED
SAFETY FENCE
(TYP)
PROPOSED
SAFETY FENCE
(TYP)
PROPOSED SILT
FENCE (TYP)MA
T
C
H

L
I
N
E

-

S
T
A

1
0
9
+
2
0
0'40'80'120'
(HORIZONTAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
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:
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b

N
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:
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B
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:
31
2

W
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R
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,

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2
2
5
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,

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7
6
0
9
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:

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9
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8
5
1
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9
9
8
6
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:

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1
9
.
8
5
1
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9
9
8
6
Fi
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m

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N
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.

F
-
0
8
3
1
Da
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e
:
Re
v
i
s
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s
:
PRE
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Y
DO

N
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T
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E

F
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CO
N
S
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I
O
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T:
\
A
C
T
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P
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S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
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y

F
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C
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4
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3
1
,

2
0
1
5
Ma
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y

F
a
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m

M
i
t
i
g
a
t
i
o
n

P
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j
e
c
t
Ch
a
t
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a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
2
,

&

U
T
3
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
4.
3
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
4.3
4.2
4.4
Erosion and Sediment Control Features
T
SAF SAF
LOD LOD
[x][x]
Proposed Limits of Disturbance
Proposed Silt Fence
Proposed Silt Fence Stone Outlet
Proposed Safety Fencing
Proposed Temporary Crossing (Mud Mat)
Proposed Temporary Access Road
Proposed Construction Entrance
Proposed Pump Around System
X
XX
XXXXXX
X
X
X
X
[x]
[x]
SAF
SAF
SAF
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECECE
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECE
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LOD LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
CE/LOD CE/LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
SAF
SAF
SAF
[x]
[x]
UT TO
SOUTH FORK
U
T
2
U
T
3
UT TO SOUTH
F
O
R
K
4
0
1
+
6
3
3
9
8
+
0
0
3
9
9
+
0
0
400+00
401+00
108+0
0
10
9
+
0
0
110
+
0
0
111
+
0
0
112+00
113+00
114
+
0
0
115
+
0
0
116
+
0
0
11
7
+
0
0
118+
0
0
119+
0
0
120+00
121
+
0
0
300+74
2
9
9
+
0
0
30
0
+
0
0
STA: 110+03
UT TO SOUTH FORK
STA: 300+74
UT2
CONFLUENCE
STA: 112+34
UT TO SOUTH FORK
STA: 401+63
UT3
CONFLUENCE
STA: 304+45
END ENHANCEMENT II
BEGIN ENHANCEMENT I
STA: 404+20
END ENHANCEMENT II
BEGIN ENHANCEMENT I
U
T
3
PROPOSED
STOCKPILE AREA
(TYP)
PROPOSED
TEMPORARY
ACCESS ROAD
PROPOSED
LIMITS OF
DISTURBANCE
PROPOSED
SILT FENCE
(TYP)
T
T
T
PROPOSED
TEMPORARY
CROSSING
(TYP)
WETLAND
AREA H
WETLAND
AREA K
WETLAND
AREA L
WETLAND
AREA M
WETLAND
AREA S
WETLAND
AREA R
PROPO
S
E
D
STOCK
P
I
L
E

A
R
E
A
(TYP)
PROPOSED
SAFETY FENCE
(TYP)
PROPOSED
SAFETY FENCE
(TYP)
PROPOSED
SILT FENCE
(TYP)
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
9
+
2
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
0
+
6
5
0'40'80'120'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
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CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
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C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
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m
\
C
a
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P
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0
2
1
4
4
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C
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d
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3
1
,

2
0
1
5
Ma
n
e
y

F
a
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m

M
i
t
i
g
a
t
i
o
n

P
r
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c
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Ch
a
t
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a
m

C
o
u
n
t
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y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
4
,

&

U
T
5
Er
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
4.
4
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
4.3
4.2
4.4
Erosion and Sediment Control Features
T
SAF SAF
LOD LOD
[x][x]
Proposed Limits of Disturbance
Proposed Silt Fence
Proposed Silt Fence Stone Outlet
Proposed Safety Fencing
Proposed Temporary Crossing (Mud Mat)
Proposed Temporary Access Road
Proposed Construction Entrance
Proposed Pump Around System
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
XXXX
[x
]
[
x
]
[
x
]
SAF
SAF
SA
F
SAF
SAF
S
A
F
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
CE
C
E
C
E
C
E
CE
C
E CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
LOD
LOD LO
D
LO
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD LOD LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LODLOD
LOD
LODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
CE/LOD
CE
/
L
O
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LOD
LOD
L
O
D
LODLODLOD
LOD
LOD
LODLODLOD
SAF
SAF
SA
F
SAF
SAF
S
A
F
[x]
[x]
[x
]
[x]
STA: 132+24
END WORK
UT TO SOUTH FORK
UT TO SOUTH F
O
R
K
UT TO
SOUTH FORK
UT TO
SOUT
H

F
O
R
K
5
0
0
+
0
0
501
+
0
0
5
0
1
+
3
8
132+24
120+00
121
+
0
0
122+00
123+0
0
1
2
4
+
0
0
12
5
+
0
0
126+
0
0
127
+
0
0
128+00
129
+
0
0
130+
0
0 131
+
0
0
132
+
0
0
608+77
602+00
603+00
60
4
+
0
0
605
+
0
0
60
6
+
0
0
60
7
+
0
0
608+
0
0
STA: 121+66
UT TO SOUTH FORK
STA: 501+38
UT4 CONFLUENCE
STA: 600+00
BEGIN WORK
UT5
STA: 125+87
UT TO SOUTH FORK
STA: 608+77
UT5
CONFLUENCE
STA: 121+44
END UT TO SOUTH FORK REACH 1
BEGIN UT TO SOUTH FORK REACH 2
STA: 502+11
END ENHANCEMENT II
BEGIN ENHANCEMENT I
UT
5
PROPOSED
LIMITS OF
DISTURBANCE
PROPOSED
TEMPORARY
ACCESS ROAD
PROPOSED
STOCKPILE
AREA
(TYP)
PROPOSED
SILT FENCE
(TYP)
T
T
PROPOSED
TEMPORARY
CROSSING
(TYP)
PROPOSED
TEMPORARY
CROSSING
(TYP)
UT
4
T
WETLAND
AREA O
WETLAND
AREA N
WETLAND
AREA T
WETLAND
AREA P
WETLAND
AREA Q
PROPOSED
STOCKPILE
AREA
(TYP)
PROPOSED SAFETY
FENCE (TYP)
PROPOSED
SILT FENCE
(TYP)
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
0
+
6
5
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B
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M
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8
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3
1
Da
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:
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:
PRE
L
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F
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CO
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I
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00
5
-
0
2
1
4
4
RC
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5.
1
T:
\
A
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P
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O
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S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
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e
y

F
a
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m
\
C
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d
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7
,

2
0
1
2
Chunky Riffle
Not to Scale
Woody Riffle
Not to Scale
1
5.1
Constructed Riffle
Not to Scale
FLOW
TOE OF SLOPE (TYP)
RI
F
F
L
E

B
O
T
T
O
M
WI
D
T
H

P
E
R
TY
P
I
C
A
L

S
E
C
T
I
O
N
S
Plan View
A A'
SEE PROFILE
FOR LENGTH OF RIFFLE
B
B'
HEAD OF RIFFLE
Profile A-A'
TOP OF BANK (TYP)
Section B-B'
TOP OF BANK (TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL RIFFLE INVERT PER PROFILE
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
Section A-A'
MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
3" TO 6" DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE
Plan View
FLOW
TOE OF SLOPE (TYP)
RI
F
F
L
E

B
O
T
T
O
M
WI
D
T
H

P
E
R
TY
P
I
C
A
L

S
E
C
T
I
O
N
S
A
SEE PROFILE
FOR LENGTH OF RIFFLE
B'
B
TOP OF BANK (TYP)
RIFFLE
MICRO POOL HABITAT
BEHIND LARGER
WOODY DEBRIS
A'
TOE OF SLOPE
TOP OF BANK
3" TO 6" BRUSHY MATERIAL
WORKED INTO ROCKY SUBSTRATE
LOG EXPOSED 1" TO 3" ABOVE
FINISHED RIFFLE ELEVATION
Section B-B'
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
CLASS 1 STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
LENGTH VARIES PER PLAN
CLASS 1 STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
Section A-A'
Plan View
TOP OF BANK (TYP)
Section B-B'
A A'
B
B'
CLASS 1 STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
3" MAX
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
RIFFLE INVERT PER PROFILE3" MAX
2
5.1
4
5.1
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
t
a
i
l
s
3
5.1
Rock and Roll Riffle
Not to Scale
Plan View
Profile View
A-A'
2% - 4%
1/
2

T
O

2
/
3
BA
N
K
F
U
L
L
NOTE:
1.LOGS WITHOUT ROOT MASS MAY
BE USED ONLY IF APPROVED BY
THE PROJECT ENGINEER.
2.BOULDER MATERIAL CAN BE
SUBSTITUTED IN PLACE OF
ANGLED LOGS WITH APPROVAL
OF ENGINEER.
Log Section B-B'
TOP OF BANK
BURY INTO BANK 3' MIN. (TYP)
BANKFULL
12" DIAMETER OR
GREATER (TYP)
POOL
WIDTH
PER
TYPICAL
SECTION
FL
O
W
ϱϱΣdKϲϱΣ
(TYP)
B'
B
0.
5
'

M
A
X
.
NORMAL WATER
SURFACE
TOP OF BANK
5' MIN.
(TYP)NONWOVEN
FILTER FABRIC
THALWEG
FLOW 6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
FL
O
W
TOE OF
SLOPE
A'
CR-WRCR-NM
CR-RR CR-CR
DH
J
Ju
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3
1
,

2
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1
5
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-
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3
1
Da
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e
:
Re
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i
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s
:
PRE
L
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DO

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E

F
O
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CO
N
S
T
R
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T
I
O
N
Log Sill
Not to Scale
FLO
W
ROOT WAD
Plan View
TO
P

O
F

B
A
N
K

(
T
Y
P
)
ROOT WAD INSTALLATION:
1.EXCAVATE A TRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT 1 3 OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT A
FOOTER LOG CAN BE PLACED.
2.PLACE ROOT WAD IN TRENCH, BACKFILL, AND
COMPACT.
Root Wad
Not to Scale
BANKFULL BENCH
INSTALL ROOT WAD SUCH THAT 1/3 OF THE ROOT WAD
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)Section A-A'
TO
P

O
F

S
L
O
P
E

(
T
Y
P
)
A
A'
EROSION CONTROL MATTING
8"-10" BERM
00
5
-
0
2
1
4
4
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T:
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4

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2
0
1
2
3
5.2
4
5.2
Section A - A'
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
A
A'
Profile View
Plan View
Section A - A'
STREAMBED
FILTER FABRIC
EXTEND FILTER FABRIC
5' MIN. UPSTREAMFLOW
SILL ELEVATION
PER PROFILE (TYP)
EMBED LOG
3' (MIN.)
SILL ELEVATION
PER PROFILE (TYP)
HEADER LOG
FOOTER LOG
SILL ELEVATION
PER PROFILE
EXCAVATED
SCOUR POOL
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
Lunker Log
Not to Scale
COVER LOG
Section A-A'
FOOTER LOG
BURIED 6" BELOW
MAX POOL DEPTH
FLO
W
COVER LOG
Plan View
TO
P

O
F

B
A
N
K

(
T
Y
P
)
TO
E

O
F

S
L
O
P
E

(
T
Y
P
)
A
A'
2
:
1
1'
FOOTER LOG
5'
M
I
N
.
TRANSPLANT/
BRUSH TOE
Ma
n
e
y

F
a
r
m

M
i
t
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g
a
t
i
o
n

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C
a
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o
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i
n
a
De
t
a
i
l
s
2
5.2
TOP OF BANK
TRANSPLANTED SOD AND ROOTMASS TOP OF BANK
TOE OF SLOPE
NOTES:
1.PREPARE THE BANK WHERE THE SOD MAT WILL BE TRANSPLANTED
BY RAKING & FERTILIZING.
2.EXCAVATE TRANSPLANT SOD MATS WITH A WIDE BUCKET AND AS
MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE.
3.PLACE TRANSPLANT ON THE BANK TO BE STABILIZED.
4.SECURE WITH SOD STAPLES.
5.FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
6.ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
7.PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT THEY
TOUCH.
8.INSTALL EROSION CONTROL MATTING ABOVE TRANSPLANTED SOD
MATS.
Section View
Riffle Installation Plan View
Transplanted Sod Mats
Not to Scale
FLOW
TRANSPLANTED SOD AND ROOTMASS
1
5.2
DH
J
Ju
l
y

3
1
,

2
0
1
5
Sh
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t
Ch
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c
k
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:
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b

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:
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:
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:
31
2

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2
5
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C

2
7
6
0
9
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:

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1
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9
9
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6
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1
9
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8
5
1
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9
9
8
6
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o
.

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-
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8
3
1
Da
t
e
:
Re
v
i
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n
s
:
PRE
L
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I
N
A
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Y
DO

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T
US
E

F
O
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CO
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I
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00
5
-
0
2
1
4
4
RC
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T:
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T
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C
T
S

(
N
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)
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0
0
5
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0
2
1
4
4

M
a
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d
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7
,

2
0
1
2
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
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Ch
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C
a
r
o
l
i
n
a
De
t
a
i
l
s
Live Staking & Juncus Plugs
Not to Scale
TOP OF BANK
LIVE STAKE (TYP)
SEE PLAN VIEW
FOR SPACING
EROSION CONTROL
MATTING
(SEE DETAIL)
Plan View - Small Streams
2'

T
O

3
'

L
I
V
E

S
T
A
K
E
TA
P
E
R
E
D

A
T

B
O
T
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
JUNCUS PLUG (TYP)
6' - 8' SPACING FOR LIVE
STAKES
3' - 5' SPACING FOR JUNCUS
PLUGS
3' OUTSIDE TOP OF BANK
TOE OF SLOPE
Plan View - Large Streams
6' - 8' SPACING FOR LIVE STAKES
3' - 5' SPACING FOR JUNCUS PLUGS
2 - 3' SPACING FOR LIVE STAKES
TOP OF BANK
TOE OF SLOPE
Section View - Large Streams
TOP OF BANK
EROSION CONTROL
MATTING
(SEE DETAIL)
TOE OF SLOPE
JUNCUS PLUG (TYP)
Section View - Small Streams
LIVE STAKE (TYP)
SEE PLAN VIEW
FOR SPACING
3'
2
5.3
Bare Root Planting
Not to Scale
1 2 3 4 5 6
INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
INTO THE SOIL TO THE FULL
DEPTH OF THE BLADE AND
PULL BACK ON THE HANDLE
TO OPEN THE PLANTING
HOLE. (DO NOT ROCK THE
SHOVEL BACK AND FORTH
AS THIS CAUSES SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP INTO
THE PLANTING HOLE. PULL THE
SEEDLING BACK UP TO THE
CORRECT PLANTING DEPTH
(THE ROOT COLLAR SHOULD BE
1 TO 3 INCHES BELOW THE SOIL
SURFACE). GENTLY SHAKE THE
SEEDLING TO ALLOW THE
ROOTS TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL INCHES IN
FRONT OF THE SEEDLING
AND PUSH THE BLADE
HALFWAY INTO THE SOIL.
TWIST AND PUSH THE
HANDLE FORWARD TO
CLOSE THE TOP OF THE SLIT
TO HOLD THE SEEDLING IN
PLACE.
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
PULL BACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUND THE ROOT.
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFUL TO AVOID
DAMAGING 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 BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL BE 12
INCHES LONG, 4 INCHES WIDE AND
1 INCH THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED TO
AN APPORIATE LENGTH TO
PREVENT J-ROOTING.
RESTORED
CHANNEL
BANKFULL
BUFFER WIDTH
VARIES
SPACING PER
PLANTING PLAN
Section View
12
"
-
1
8
"
SEED AND PLAN AS PER
BUFFER RESTORATION SHEET
COMPACTED FILL TO
BE COMPOSED OF SOIL
AND FREE OF DEBRIS AND BRUSH.
OLD CHANNEL TO
BE ABANDONED.
Ephemeral Pool
Not to Scale
3
5.3
4
5.3
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5
Erosion Control Matting
Not to Scale
Section View
STAKE (TYP)
EROSION CONTROL
MATTING (TYP)
Plan View
ANCHOR TRENCH
ON 1' CENTERS TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
Typical Stake
TOP OF BANK
SECURE MATTING IN
6" DEEP TRENCH
6' MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
11"
1"
.6"
1.25"
0.4"
NOTE:
1.PER SPECIFICATIONS, ALL EROSION CONTROL MATTING
SHALL BE COMPOSED OF NATURAL FIBERS.
2.USE 2" X 2" X 18" STAKES AT TOP AND TOE OF SLOPE
1
5.3
18
"
2"2"
Typical Top &
Bottom Stake
2"
DRIVE GALVANIZED
16D NAIL THROUGH
STAKE 2" FROM TOP
ANCHOR OVERLAP
ON 1' CENTERS
ANCHORS ON
3' CENTERS
ANCHORS ON
1' CENTERS
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Brush Toe - Tributaries
Not to Scale
2
5.4
FLOW
A
A'
Plan View
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
)
DENSELY PACKED WOODY DEBRIS
BRUSH MATERIAL TO BE INSTALLED
FLUSH WITH BANK
TOP OF BANK (BANKFULL)
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
Brush Toe - UT to South Fork
Not to Scale
1
5.4
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,
Z^d/E'KEdKWK&WZ>>>^>K'^͘^>K'^^,>>ϲΗͲϭϮ͟/DdZ͘
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
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" DIAMETER
ELEV. 6" BELOW
POOL DEPTH
ELEV. 1' ABOVE
DOWNSTREAM
RIFFLE INVERT
FILTER FABRIC
WIDTH PER TYPICAL SECTIONS
6"
WIDTH PER TYPICAL SECTIONS
6"
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Permanent Culvert Crossing on UT to South Fork
Not to Scale
1
5.5
DH
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5
Cross Section View
Plan View
ROAD CREST 20'VARIESVARIES
6" MIN. BEDDING, #57 STONE
4.00'4.00'
2'2'
CREST EL. 565.25'TOP 3"
ABC STONE
BACKFILL, PLACED IN LIFTS OF 4"
TO 6", BORROW EXCAVATION
SELECTED BY ENGINEER.
NATIVE SOIL BACKFILL
50/50 MIX CLASS A AND CLASS
B RIP RAP PER GRADES
SHOWN ON PLANS.
#57 STONE TO
SPRINGLINE
EMBED CULVERT 6"
BACKFILL WITH 50/50 MIX CLASS
A/B RIP RAP MATERIAL.
EXISTING CHANNEL
GRADE
1 FT 50/50 MIX CLASS A AND
CLASS B RIP RAP PER GRADES
SHOWN ON PLANS.
48" CMP
INV. EL: 564.20' U/S
INV. EL: 563.70' D/S
50
1 1
12
TIE INTO EXISTING GRADE
AT ELEVATION 568.56'
TIE INTO EXISTING GRADE
AT ELEVATION 565.92
6"MIN
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
SA
F
10
8
+
0
0
INLET
STATION
108+61
OUTLET
STATION
109+19
ROAD TOP WIDTH = 16.0'
2-48" CMP
CULVERTS
MAX 2(H):1(V) SIDE SLOPE
FROM ROAD CREST TO
CULVERT INVERT. SIDE SLOPE
TO BE FACED WITH 50/50 MIX
CLASS A AND CLASS B RIPRAP.
MAX 2(H):1(V) SIDE SLOPE
FROM ROAD CREST TO
CULVERT INVERT. SIDE SLOPE
TO BE FACED WITH 50/50 MIX
CLASS A AND CLASS B RIPRAP.
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WATER DIVERSION CHANNEL
MUD MATS
SUPPORT LOG
ϭϮΗTD/E͘
FILTER FABRIC
CLASS B
STONENOTE:
1.CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2.MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3.INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4.MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD
DOES NOT ENTER EXISTING CHANNEL.
5.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE
MUD MAT.
6.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
Y
X' DIM
Temporary Stream Crossing - Mud Mat
Not to Scale
1
5.6
DH
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1
,

2
0
1
5
8"
4"
Temporary Silt Fence
Not to Scale
NOTES:
1.USE WIRE A MINIUM 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 STRAND
SHALL 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 FABRIC
INTO TRENCH
2
5.6
Silt Fence Stone Outlet
Not to Scale
Front View
Cross Section View
NOTES:
1. STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR
EROSION CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57
STONE.
2'
SILT FENCE
3' MAX.
1' - 6" MIN.
1' - 6" MIN.
STRUCTURAL
STONE
2:1
SEDIMENT
CONTROL
STONE2:1
FLOW
2'
Top View
SILT FENCE
SILT FENCE
POST
3
5.6
6' MAX. WITH WIRE
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN MINIMUM OF
18" INTO GROUND
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
4'

M
I
N
.
18
"

M
I
N
.
Safety Fence
Not to Scale
4
5.6
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5
0
'
12
'
PU
B
L
I
C

R
O
A
D
CLASS A STONE
8" 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.
Construction Entrance
Not to Scale
3
5.7
Barbed Wire Fence
NCDOT Detail No. 866.04
Not to Scale
4
5.7
A
B
C
8"
12"
21"
4"
12"
13"
3"
15"
11"
12"
8"
10"
6"
3"3"3"
8"
8"
2 3 4 5 6 7NUMBER OF
BARBED WIRE STRANDS
STRAND
SPACING
BRACE
POSTS
LINE
POSTS
HORIZONTAL BRACE
LENGTH
EXPOSED
EMBEDMENT
LENGTH
EXPOSED
EMBEDMENT
H1
H2
H3
H4
H5
H6
6' - 0"
3' - 5"
2' - 7"
6' - 0"
3' - 5"
2' - 7"
6' - 0"
3' - 5"
2' - 7"
6' - 0"
3' - 5"
2' - 7"
8" - 0"
4' - 11"
3' - 1"
8" - 0"
4' - 11"
3' - 1"
8" - 0"
4' - 11"
3' - 1"
8" - 0"
4' - 11"
3' - 1"
7' - 6"
4' - 11"
2' - 7"
7' - 6"
4' - 11"
2' - 7"
7' - 6"
4' - 11"
2' - 7"
7' - 6"
4' - 11"
2' - 7"
8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"
BARBED WIRE FENCE CHART
ALTERNATE TYPES OF STAPLES
USE ONE #9 STAPLE OR TWO #16 STAPLES
AT EACH POINT OF ATTACHMENT.
CORNER BRACE
h^t,EKZEZE'>/^ϭϱΣKZ'ZdZ
END OR GATE BRACES
LINE BRACES
(MAXIMUM SPACING 330')
1 1 2"
MIN
5" x 5" WOOD BRACE POSTS
4"x4" HORIZONTAL
TOP BRACE
4 POINT BARBED WIRE
SEE CHART FOR STRANDS
AND SPACING
#9 WIRE
TWISTED
GROUND
LINE
8' - 0" MIN 8' - 0" MIN
H3
H2
H1
8' -

0
"

M
I
N
8' - 0"

M
I
N
GROU
N
D
LINE
#9 W
I
R
E
TWIS
T
E
D
H3
H2
H1
4"x4" HORIZONTAL
TOP BRACE
4 POINT BARBED WIRE
SEE CHART FOR STRANDS
AND SPACING
5" x 5" WOOD BRACE POSTS
5" x 5" CORNER
WOOD BRACE POST
H3
H2
H1
H6
H5
H4
8' - 0" MIN14' - 0"
TYPICAL SPACING ALL LINE POSTS
4"x4" HORIZONTAL
TOP BRACE
4"x4" HORIZONTAL
LINE POST
4 POINT BARBED WIRE
SEE CHART FOR STRANDS
AND SPACING
5" x 5" WOOD BRACE POSTS
GROUND
LINE
#9 WIRE
TWISTED
DH
J
Ju
l
y

3
1
,

2
0
1
5
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
PUMP
DISCHARGE HOSE
IMPERVIOUS DIKE
(SEE INSET "B")
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
INTAKE HOSE
DEWATERING
PUMP
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
10' MIN.
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FILTER FABRIC
Inset "C"
Stabilized Outlet
Plan View
Inset "B"
Impervious Dike
EXISTING TERRAIN DEWATERING BAG
STREAM BED
FILTER FABRIC
8" of CLASS B RIPRAP
15' to 20'
NOTE:
1.PROVIDE STABILIZED OUTLET TO
STREAMBED.
10
'
15'
BAG PLACED ON
AGGREGATED OR STRAW.
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE
IN PLACE.
FLEXIBLE
DISCHARGE HOSE
WATER FLOW
FROM PUMP
Inset "A"
Dewatering Bag
A
C
T
I
V
E

W
O
R
K

A
R
E
A
DEWATERING
BAG
Pump Around System
Not to Scale
1
5.7
Sh
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t
Ch
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c
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d

B
y
:
Jo
b

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:
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:
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:
31
2

W
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s
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M
i
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k

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a
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,

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2
2
5
Ra
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,

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2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
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n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
00
5
-
0
2
1
4
4
RC
P
JK
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
D
e
t
a
i
l
s
.
d
w
g
Ma
r
c
h

7
,

2
0
1
2
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
t
a
i
l
s
REMOVE ALL BRUSH AND
DEBRIS FROM INSIDE DRIPLINE.
6' WOODEN OR METAL "T" POSTS
SHALL BE USED AS STANDARDS.
SAFETY FENCE SHALL BE ATTACHED TO STANDARDS TO
FORM BARRIER.
Section View
RADIUS OF TREE PROTECTION
BARRIER PER PLANS.
NOTES:
1.ALL TREE PROTECTION BARRIERS SHALL BE REMOVED PRIOR
TO CONTRACTOR DEMOBILIZATION.
2.SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
BARRIERS.
Plan View
3' M
I
N
.
3'
3'
Channel Plug
Not to Scale
Section A-A'
Plan View
EROSION CONTROL MAT
1
1
COMPACTED SELECT
MATERIAL CHANNEL BACKFILL
SIDE SLOPE PER
TYPICAL SECTION
P
R O
P O S E D C H A N N E L
A A'
BOULDER TOE PROTECTION AS
DIRECTED BY ENGINEER
FLOW
ABANDONED
CHANNEL
Tree Protection
Not to Scale
1
5.8
2
5.8
2" Tube Steel Gate
Not to Scale
Detail of Gate
Post Anchor
Access Gate
Hinge Assembly
GATE POST GATE POST2" PAINTED
TUBE STEEL GATE
GROUND LINE
4' or 12'
3' MIN
18" MIN
5"
GATE POST ANCHOR
5 8"
CURVED TO FIT
DIAMETER OF FRAME
CURVED TO FIT
DIAMETER OF
BOLT HING
Hinge Clamp
(2 Required)
Bolt Hinge
(2 Required)
GENERAL NOTES:
ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE AT THE
OPTION OF THE CONTRACTOR, PROVIDED THE SAME TYPE IS USED
THROUGHOUT THE PROJECT.
DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
DIMENSIONS OF SQUARE POSTS AND BRACES.
ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS. PLACE
LINE BRACES AT INTERVALS NOT TO EXCEED 300' AN AT THE END OF
THE BARBED WIRE ROLL.
THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON CURVES
WHERE THE DEGREE OF CURVATURE IS GREATER THAN 3 DEGREES.
NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS AT
EACH END OF ALL BRACES.
PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE WIRE
TAUT BY TWISTING BETWEEN EACH POST.
INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT THAT ON
,KZ/KEd>hZs^'ZdZd,Ed,Z'Z^;ϯΣͿ/E^d>>
THE FENCE TO PULL AGAINST ALL POSTS. SEE NCDOT STD. 866.02
FOR FENCING AT DITCH CROSSINGS, BREAKS IN GRADES AND R/W
BREAKS.
USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE ASSEMBLY
AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE SUBJECT TO
APPROVAL BY THE ENGINEER. USED 2" PAINTED STEEL PIPE FOR
GATE FRAME EXCEPT AS SHOWN HERE.
ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT LIMITED
TO THE EXAMPLES SHOWN HEREON.
USE CLASS "B" CONCRETE AT GATE POSTS
OR WHERE REQUIRED BY SOIL
CONDITIONS. CONCRETE MAY ALSO BE
USED IN LIEU OF SETTING POSTS TO THEIR
MAXIMUM DEPTH.
3
5.8
DH
J
Ju
l
y

3
1
,

2
0
1
5
0'60'120'240'
(HORIZONTAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
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b
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r
:
Dr
a
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n

B
y
:
Pr
o
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t

E
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g
i
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e
e
r
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
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i
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h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
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c
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n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
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m
\
C
a
d
d
\
P
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\
0
2
1
4
4
-
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d
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3
1
,

2
0
1
5
Ma
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F
a
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m

M
i
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i
g
a
t
i
o
n

P
r
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Ch
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a
m

C
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u
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y
,

N
o
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h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
1
C
,

&

U
T
2
Fe
n
c
i
n
g

P
l
a
n
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
6.
1
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
6.3
6.2
6.1
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
CECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
C
E
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
SAF
SAF
39
5
+
7
9
39
6
+
0
0
39
7
+
0
0
3
9
8
+
0
0
3
9
9
+
0
0
4
0
0
+
0
0
401+00
4
0
1
+
6
3
1
0
0
+
0
0
10
1
+
0
0
102+0
0
10
3
+
0
0
104+
0
0
105
+
0
0
106
+
0
0
107
+
0
0
108+00
109
+
0
0 110
+
0
0
111
+
0
0
112+0
0
113+00 11
4
+
0
0
198
+
9
8
199
+
0
0
200+00 20
1
+
0
0
202
+
0
0
202
+
6
0
29
5
+
1
5
296
+
0
0
29
7
+
0
0
2
9
8
+
0
0
29
9
+
0
0
3
0
0
+
0
0
30
0
+
7
4
TIE PROPOSED
FENCE TO EXISTING
FENCE LINE
INSTALL 5 STRAND
BARBED WIRE FENCE
12" OUTSIDE EASEMENT
PER DETAIL (TYP)
TIE PROPOSED FENCE
TO EXISTING FENCE LINE
INSTALL 5 S
T
R
A
N
D
BARBED WIR
E

F
E
N
C
E
12" OUTSIDE

E
A
S
E
M
E
N
T
PER DETAIL
(
T
Y
P
)
UT TO
SOUTH

F
O
R
K
UT1C
UT TO
SOUTH FO
R
K
UT TO
SOUTH
F
O
R
K
U
T
3
SR
1
5
5
4
CE
N
T
E
R

C
H
U
R
C
H

R
O
A
D
(6
0
'

R
I
G
H
T
-
O
F
-
W
A
Y
)
UT
2
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
INSTALL 12' STEEL TUBE
GATE (TYP)REMOVE EXISTING
FENCE
REMOVE EXISTING
FENCE
INSTALL 4' STEEL TUBE
GATE (TYP)
INSTALL 4' STEEL TUBE
GATE (TYP)
INSTALL 12' STEEL TUBE
GATE (TYP)
INSTALL 12' STEEL TUBE
GATE (TYP)
INSTALL 12' STEEL TUBE
GATE (TYP)
REMOVE
EXISTING
FENCE
INSTALL 5 STRAND
BARED WIRE FENCE TO
EXISTING FARM ROAD
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
0
+
8
0
0'60'120'240'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
F
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n
c
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
3
,

&

U
T
4
Fe
n
c
i
n
g

P
l
a
n
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
6.
2
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
6.3
6.2
6.1
X
XXXXXX
X
XCECECE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECE
CE
CE
CE
CE
CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE
SAF
395
+
7
9
39
6
+
0
0
397+00
3
9
8
+
0
0
3
9
9
+
0
0
4
0
0
+
0
0
401+00
4
0
1
+
6
3
49
7
+
8
7
49
8
+
0
0
49
9
+
0
0
5
0
0
+
0
0
501
+
0
0
5
0
1
+
3
8
110
+
0
0
111
+
0
0
112+00 113+00
114
+
0
0
115
+
0
0
116
+
0
0
11
7
+
0
0
118+
0
0
119+
0
0
120+
0
0
121
+
0
0
122+00
123+0
0
295
+
1
5
29
6
+
0
0
297
+
0
0
2
9
8
+
0
0
2
9
9
+
0
0
3
0
0
+
0
0
30
0
+
7
4
INSTALL 5 STRAND
BARBED WIRE FENCE
12" OUTSIDE EASEMENT
PER DETAIL (TYP)
UT TO
SOUTH FORK
U
T
3
UT TO
SOUTH

F
O
R
K
UT
2
UT4
INSTALL 12' STEEL TUBE
GATE (TYP)
REMOVE EXISING FENCE
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
INSTALL 5 STRAND
BARBED WIRE FENCE TO
EXISTING FARM ROAD
MA
T
C
H

L
I
N
E

-

S
T
A

1
1
0
+
8
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
2
+
4
0
0'60'120'240'
(HORIZONTAL)
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
:
31
2

W
e
s
t

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
t
e

2
2
5
Ra
l
e
i
g
h
,

N
C

2
7
6
0
9
Te
l
:

9
1
9
.
8
5
1
.
9
9
8
6
Fa
x
:

9
1
9
.
8
5
1
.
9
9
8
6
Fi
r
m

L
i
c
e
n
s
e

N
o
.

F
-
0
8
3
1
Da
t
e
:
Re
v
i
s
i
o
n
s
:
PRE
L
I
M
I
N
A
R
Y
DO

N
O
T
US
E

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
T:
\
A
C
T
I
V
E

P
R
O
J
E
C
T
S

(
N
C
)
\
0
0
5
-
0
2
1
4
4

M
a
n
e
y

F
a
r
m
\
C
a
d
d
\
P
l
a
n
s
\
0
2
1
4
4
-
F
e
n
c
i
n
g
.
d
w
g
Ju
l
y

3
1
,

2
0
1
5
Ma
n
e
y

F
a
r
m

M
i
t
i
g
a
t
i
o
n

P
r
o
j
e
c
t
Ch
a
t
h
a
m

C
o
u
n
t
r
y
,

N
o
r
t
h

C
a
r
o
l
i
n
a
UT

t
o

S
o
u
t
h

F
o
r
k
,

U
T
4
,

a
n
d

U
T
5
Fe
n
c
i
n
g

P
l
a
n
00
5
-
0
2
1
4
4
RC
P
DH
J
JK
6.
3
Ju
l
y

3
1
,

2
0
1
5
Sheet Index
6.3
6.2
6.1
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECE
CE
CE
CE
CE
CE
SAF SA
F
SAF
SAF
49
7
+
8
7
49
8
+
0
0
49
9
+
0
0
5
0
0
+
0
0
501
+
0
0
5
0
1
+
3
8
121
+
0
0
122+00
123+0
0
1
2
4
+
0
0
1
2
5
+
0
0
126+
0
0
127
+
0
0 128+00
12
9
+
0
0
130
+
0
0
131
+
0
0
132
+
0
0
132
+
2
4
60
2
+
0
0
60
3
+
0
0
60
4
+
0
0
605
+
0
0
6
0
6
+
0
0
60
7
+
0
0
608+0
0
60
8
+
7
7
INSTALL 5 STRAND
BARBED WIRE FENCE
12" OUTSIDE EASEMENT
PER DETAIL (TYP)
TIE PROPOSED FENCE
TO EXISTING FENCE LINE
UT TOSOUTH
F
O
R
K
UT TO
SOUT
H

F
O
R
K
UT
5
UT4
INSTALL 4' STEEL TUBE
GATE (TYP)
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
INSTALL 12' STEEL TUBE
GATE (TYP)
REMOVE EXISTING
FENCE WITHIN
EASEMENT ONLY
MA
T
C
H

L
I
N
E

-

S
T
A

1
2
2
+
4
0