R-3434 (12)

NEPA /404 Merger Team Meeting
Concurrence Point 2a
- Bridging and Alignment Review
ti
Proposed Improvements to SR 1500 (Midway Road) and SR 1401
(Galloway Road) from US 17 Bypass to NC 211,
Brunswick County
TIP Project # R- 3434/WBS # 34545.1.1/FA Project # STP- 1500(6)
April, 2014
Brunswick County, NC
Purpose of Meeting:
The purpose of this meeting is to submit information to the NEPA /404 Merger Team in order to
reach concurrence on Point 2a, Bridging and Alignment Review.
Project Planning Engineer: Matthew Potter, P.E.
mwpotter @ncdot.gov
(919) 707 -6036

HISTORIC INFORMATION
PROJECT DESCRIPTION
The NCDOT proposes to improve SR 1500 (Midway Road) and SR 1401 (Galloway Road)
between US 17 Bypass and NC 211 near Bolivia in Brunswick County (see Figure 1). The length
of the project is approximately 7.5 miles. Right of way acquisition and construction are
currently unfunded in the 2012 -2018 State Transportation Improvement Program (STIP). The
total estimated cost for the proposed project in the STIP is $54,922,000, which includes
$18,725,000 for right of way acquisition, $1,780,000 for utility relocation, $417,000 for
mitigation, and $34,000,000 for construction costs.
PROPOSED PROJECT SCHEDULE*
Task
Date
EA
May 2014
LEDPA
April 2015
FONSI
September 2015
Right of Way (ROW) Acquisition
Post -year
Project Let Date
Post -year
*Schedule Preliminary - Subject to Change
PROJECT BACKGROUND INFORMATION
Concurrence Point 1: Purpose and Need of the Project
Concurrence Point 2: Project Alternatives to be Carried Forward
A Merger Team meeting was held on September 19th, 2012. The purpose of the meeting was to
discuss Concurrence Point 1, the Purpose and Need of the proposed improvements to SR 1500
(Midway Road) and SR 1401 (Galloway Road), as well as Concurrence Point 2, project
alternatives to be carried forward. Concurrence was reached on Purpose & Need and the
Project Study Area; however, due to a fire drill during the meeting, the Merger Team was not
able to complete their review and discussion related to Concurrence Point 2; therefore,
concurrence was not reached on Concurrence Point 2.
The Project Team Members concurred with the following statement as the Purpose & Need
for this project:
"The Purpose of this project is to make safety and operational improvements and facilitate
weather - related evacuations and general emergency response events ".
R -3434 CP 2a Packet 2

The Project Team members have also concurred with the following project study area:
"As depicted on Figure 3 of the Merger packet (CP1 -CP2), the following project study area is
agreed upon. A map of the study area is attached ".
This study area was previously defined on the Environmental Features Map used for the May
2012 Scoping meeting and is represented in Figure 2 of this merger packet.
Concurrence Point 2 (revisited): Project Alternatives to be Carried Forward
A second Merger Team meeting was held on October 11th, 2012 to continue discussions related
to Concurrence Point 2. After reviewing the project details, including the impact comparison by
Alternative, the Merger Team reached agreement for Concurrence Point 2.
The Project Team Members have concurred with the following alternatives to be carried
forward for detailed study:
• Alternative 1: 2 -lane section on 2 -lane right of way
• Alternative 2: 4 -lane section on 4 -lane right of way
• Alternative 3: Expanded 2 -lane section on 4 -lane right of way
Alternative 3, which was presented at the Concurrence Point 2 meeting on this date, was
modified from a 3 -lane section on 4 -lane of right of way to an enhanced 2 -lane section on 4-
lane right of way. All alternatives will be best fit.
R -3434 CP 2a Packet 3

CONCURRENCE POINT NO. 2A:
BRIDGING AND ALIGNMENT REVIEW
Drainage Structures
There are seven (7) existing drainage structures along the existing facility, three (3) bridges
(Bridges # 23, 25, and 104) and four (4) culverts. The three bridges have sufficiency ratings of 6,
6, and 5 (out of 100), respectively, and have all been designated as structurally deficient.
• Bridge No. 23 was constructed in 1952 and crosses Sarah Hole Creek. It is a two -lane
structure approximately 37 feet in length located 625 feet south of Gilbert Road.
• Bridge No. 25 is a two -lane structure approximately 80 feet in length located 450 feet
south of Lewis Loop. It was built in 1951 and crosses an unnamed tributary of Midway
Branch.
• Bridge 104 is approximately 55 feet in length and crosses Middle Swamp Creek. The
bridge was constructed in 1951 and is located approximately 2,800 feet south of the
intersection of US 17 Business.
Bridge #25 is currently being replaced independently from this project as part of a design -build
contract under the 17BP State - Funded Bridge Replacement program and the NCDOT Current
State Transportation Improvement Program (STIP, November 2013) includes the replacement
of Bridge #104 over Middle Swamp as a separate project (STIP B- 5311).
Proposed Crossing Structures
NCDOT has updated all proposed crossing recommendations and stream crossing maps (see
Figure 2), based on comments received at the Merger Team Field Review meeting, held on
March 11, 2014. All wetland and stream impact calculations have also been updated to
account for changes in the proposed crossing recommendations.
A summary of current and proposed crossing structure recommendations are shown in Table 1
below, and in the detailed stream crossing spreadsheet included in this packet (see attached).
R -3434 CP 2a Packet 4

Table 1: Proposed Crossing Structure Recommendations
R -3434 CP 2a Packet
Type & Length of the
NCDOT
NCDOT Post Merger
Site
Stream Name
Existing Hydraulic
Recommended
Team Field Review
No.
Structure
Hydraulic Structure
Recommendations
2 @ 5'x6' RCBC buried
1 @ 10'x6' RCBC
1
UT1 Midway Branch
2 @ 60 „ CMP
1 with low flow barrel
buried 1'
on east side
1 @ 10'x6' RCBC
1 @ 10'x6' RCBC
2
UT3 Midway Branch
2 @ 54” CMP
buried 1'
buried 1' with baffles
37' Bridge 423, 2 span
3 @ 10'x8' RCBC
3
Sarah Hole
@ 18' -6 ", RC Floor on
70' bridge
buried 1'
I -beams
81' Bridge 425, 4 span
120' bridge
120' bridge SF 5
4
River Swamp
@ 20' -4 ", RC Floor on
SF- 090025
under construction
I -beams
under construction
1 @ 10'x8' RCBC
1 @ 10'x8' RCBC
5
Rattlesnake Branch
90" CMP
buried 1'
buried 1'
1 @ 12'x8' RCBC
1 @ 12'x8' RCBC
6
Half Hell Branch
110 "X84" CAP
buried 1' &
buried 1'
1 @ 36" RCP
55' Bridge 4104, 3
7
Middle Swamp
span @ 18' -5 ", RC
160' bridge
165' bridge
Floor on I -beams
R -3434 CP 2a Packet

Impact Matrix
Table 2: Detailed Study Alternatives Environmental Effects Summary
Category
Alternative 1
(2 -Lane)
Alternative 2
(4 -Lane)
Alternative 3
(2 -Lane Enhanced)
Project Description
Project Length (miles)
7.63
7.63
7.63
Human Environment Effects
Community Facilities Impacted
0
0
0
Total Residential Relocations (number)
6
14
14
Total Business Relocations (number)
1
2
2
Total Relocations of Places of Worship
(number)
0
1
1
Low Income / Minority Residential / Business
Relocations (number)
1/0
1/0
1/0
Noise Impacts
(number of impacted receptors)
63
87
XX
Physical Environment Effects
Section 4(f) Resources
0
0
0
Impacts to Voluntary Agricultural Districts
0
1
1
Impacts to Farmland Protection Policy Act
(FPPA) Eligible Soils
TBD*
TBD*
TBD*
Known Potential Hazardous Materials Sites
(number)
3
3
3
Superfund Sites
0
0
0
Natural Environment Effects
Ponds
0
0
0
Stream Impacts (linear feet)
2,398
3,090
2,389
Wetland Impacts (acres)
3.2
6.3
4.6
Federally Protected Species (Wood Stork)
MA /NLAA **
MA /NLAA **
MA /NLAA **
Impacts to Forested Acres
TBD
TBD
TBD
Costs ($M 2013)
Construction Costs
$21,200,000
$50,500,000
$27,000,000
Utility Relocation Costs
(including water and sewer relocation costs)
$2,759,282
$3,234,545
$3,234,545
Right -of -Way Costs
$10,925,000
$15,140,000
$15,140,000
Total
$34,884,282
$68,874,545
$45,374,545
Note: Impacts to streams and wetlands are calculated from slope stake to slope stake, plus an additional 25 feet
outside of each limit as determined from the May, 2011 preliminary design plans for each alternative.
* The FPPA farmland conversion form will be completed by NCDOT after the design of the project and will be
submitted to the NRCS for further analysis
** To be determined based on surveys to be completed after LEDPA /Preferred Alternative is chosen
* ** MA /NLAA— May Affect /Not Likely to Adversely Affect the Wood stork
R -3434 CP 2a Packet 6

(R -3434)
Culvert and Bridging Data
Site No.
Stream Name
Type & Length of the Existing
NCDOT Recommended Hydraulic
NCDOT Post Merger Team Field Review
Hydraulic Structure
Structure
Recommendations
I
UT Midway Branch
2 @ 60" CMP
1 @ 10'x6' RCBC buried 1'
2 @ 5'x6' RCBC buried 1' with low flow barrel
on east side
2
UT3 Midway Branch
2 @ 54" CMP
1 @ 10'x6' RCBC buried I'
I@ 10'x6' RCBC buried 1' with baffles
3
Sarah Hole
37' Bridge 423, 2 span @ 18' -6 ",
3 @ 10'x8' RCBC buried 1'
70' bridge
RC Floor on I -beams
4
River Swamp
81' Bridge #25, 4 span @ 20'4",
120' bridge SF- 090025 under construction
120' bridge SF- 090025 under construction
RC Floor on I -beams
5
Rattlesnake Branch
90" CMP
1 @ 10'x8' RCBC buried 1'
1 @ 10'x8' RCBC buried 1'
6
Half Hell Branch
110 "X84" CAP
1 @ 12'x8' RCBC buried 1'
I @ 12'x8' RCBC buried V& 1 @ 36" RCP
7
Middle Swamp
55' Bridge 4104, 3 span @ 18'-
160' bridge
165' bridge
5 ", RC Floor on I -beams
4/8/2014

(R -3434)
Jurisdictional Waters / Stream Impacts
Crossing No.
(Major Crossing
BOLD)
Stream Name
(Major Crossing SOLD)
NCDWQ
Index No.
Drainage
Area (Sq.
Miles)
Bank Height
(feet)
BanldulWidth
(feet)
Water
Depth(in.)
Benthic
Substrate
Composition
Best Usage
Classification
Classification
Velocity
Clarity
NCDWQ
Rating#
Habitat Score
9
UT2 Midway Branch
15- 25 -1 -6 -1
0 (bridge)
2
2
12 -24
Silt, sand
C;Sw
Intermittent
Slow
Clear
61
10
UT to Midway Branch (SE)
15- 25 -1 -6 -1
136
2 -5
3
2 -3
Silt, sand
C;Sw
Intermittent
Slow
Clear
24.5
3
Sarah Hole
15- 25 -1 -6 -2
1.6
1 -3
3 -6
6 -24
Muck
C;Sw
Perennial
None to Slow
Tannic
85
4
River Swamp
15- 25 -1 -6
188
0.5 -4
10 -15
12 -24
Muck
C;Sw
Perennial
Moderate
Tannic
89
1
UT1 Midway Branch
15- 25 -1 -6-1
WN
1
4
N/A
Silt, sand
C;Sw
Perennial
N/A
N/A
67
2
UT3 Midway Branch
15- 25 -1 -6-1
3 -4
4
N/A
Silt, sand
I C;Sw
Intermittent
Slow
Clear
24.5
5
Rattlesnake Branch
15- 25 -1 -6 -3
1.6
5 -6
34
12 -24
Sand
C;Sw
Perennial
None to Slow
Tannic
74
6
Half Hell Branch
15- 25- 1 -6 -4 -2
1.1
5 -6
8 -10
6 -12
Sand
C;Sw
Perennial
Moderate
Clear
58
12
UT to Half Hell Branch (SB)
15- 25- 1 -6 -4 -2
7.8
2 -3
2
6 -12
Sand, gravel
C;Sw
Perennial
Moderate
Clear
36
7
Middle Swam
15- 25 -1 -64
1 -5
8 -10
6-12
Muck
C;Sw
Perennial
Slow
Clear
90
13
UTl Middle Swam
15- 25 -1 -6 -4
2 -3
2 -3
6 -12
Silt, sand, gravel
C;Sw
Intermittent
None to Slow
Clear
52
14
UT2 Middle Swam
15- 25 -1 -6 -4
6 -7
4
N/A
Silt, sand
C;Sw
Intermittent
N/A
N/A
48
15
UT to Middle Swam (SC)
15- 25 -1 -6 -4
0.5
3
N/A
Silt, sand
C;Sw
Intermittent
N/A
N/A
20
16
UT1Lockwoods Folly River
15- 25 -I -(1)
1
1 2
2 -3
N/A
I Silt ,s:d
C;Sw
Intermittent
N/A
N/A
44
17
UT to Lockwoods Folly River (SD)
15- 25 -1 -(I)
2 -7
4 -10
0.5 -1
Silt, sand
C;Sw
I Intermittent
No Flow
Clear
19
Crossing No.
Linear Stream Impacts (D)
(Major Crossing
BOLD)
Alternative I -
(2 lane widening on 2-lanes of ROW)
Alternative 2 -
(4 lane widening on 4 lanes of
ROW)
Alternative 3 -
(Expanded 2lane widening on 4lanes of
ROW
9
131
187
133
10
53
168
85
3
0 (bridge)
0 (bridge)
0 (bridge)
4
0 (bridge)
0 (bridge)
0 (bridge)
1
307
400
381
2
143
178
136
5
146
190
116
6
273
367
326
12
28
127
105
7
0 (bridge)
0 (bridge)
0 (bridge)
13
447
493
1 311
14
554
611
509
15
188
215
154
16
128
154
1 133
17
N/A
N/A
I N/A
2.8102 4.96 I 3.48
0.45 1.32 1.09
4/8/2014
Wetland Impacts (acres)
Map ID
Hydrologic Classification
Alternative 1 -
2 Zane widenin on 2 -lanes of
Alternalive 2 -
(4 lane widen. on 4lanes of ROW
Alternative 3 -
(Expanded 2 lane wt ening on
WA
Riparian
0.72
0.74
0.74
WB
Riparian
0.15
0.25
0.12
WC
Non- riparian
0.26
0.59
0.61
WD
Riparian
0.31
0.62
0.47
WE3
Non -riparian
0.03
0.11
0.06
WFI /2
Riparian
0.75
1.08
0.71
WF4
Riparian
0.01
0
0
WF5
Riparian
0.0002
0
0
WF8
Non -riparian
0.03
0.18
0.03
wf
Riparian
0.32
0.6
0.45
WK
Riparian
0.17
0.51
0.48
WM
Non-riparian
0.08
0.35
0.31
WN
Riparian
0.2
0.96
0.41
WO -.I-
Non- roarian
0.05
0.09
0.07
2.8102 4.96 I 3.48
0.45 1.32 1.09
4/8/2014

END
PROJECT
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OF TRANSPORTATION AND SR 1401 (GALLOWAY ROAD) Div: 3 TIP# R -3434
a DIVISION OF HIGHWAYS FROM NC 211 TO US 17 BYPASS
°v PROJECT DEVELOPMENT AND WBS: 34545.1.1
ENVIRONMENTAL ANALYSIS UNIT
FNT OF TO COUNTY Date: September 2013
TIP PROJECT R -3434

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Stream - 307 feet
Wetland - 0.72 acres (Riparian)
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TIP#
3
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Date:
APRIL 2014
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Stream - 136 feet
Wetland - No Impact
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TIP#
3
R -3434
Date:
APRIL 2014
UT3
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Stream - No Impact
Wetland - 0.31 acres (Riparian)
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TIP#
3
R -3434
Date:
APRIL 2014
Sarah
Hole

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Wetland - 0.62 acres (Riparian)
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TIP#
3
R -3434
Date:
APRIL 2014
Sarah
Hole

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Div:
TIP#
3
R -3434
Date:
APRIL 2014
Sarah
Hole

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Stream - No Impact
Wetland - 0.75 acres (Riparian)
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Div:
TIP#
3
R -3434
Date:
APRIL 2014
River
Swamp

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C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
River
Swamp

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Existing Structure - Bridge #25, 4 span @ 20' -4 ", RC Floor on I -beams
Proposed Structure - 120' bridge SF- 090025 under contruction
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.71 acres (Riparian)
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
River
Swamp

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Site. No.
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Stream - 146 feet ,
Wetland - 0.32 acres (Riparian)
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County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Rattlesnake
Branch

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Stream - 190 feet
Wetland - 0.60 acres (Riparian)
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C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Rattlesnake
Branch

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Proposed Structure - 1 @ 10' x 8' RCBC buried 1'
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - 116 feet
Wetland - 0.45 acres (Riparian)
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Proposed Structure - 1 @ 10' x 8' RCBC buried 1'
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - 116 feet
Wetland - 0.45 acres (Riparian)
2011 Aerial Photograph
Legend
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C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Rattlesnake
Branch

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Existing Structure - 110 "x84" CAP
Proposed Structure - 1 @ 12'x8' RCBC buried 1' & 1 @ 36" RCP
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - Half Hell branch - 273 feet, SB - 28 feet
Wetland - 0.17 acres (Riparian)
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Legend
—I 25' Buffer of Slope Stake
Prop Edge of Lane
Grass Median
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Half Hell
Branch

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Site No. 6 -
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Existing Structure - 110 "x84" CAP
Proposed Structure - 1 @ 12'x8' RCBC buried 1' & 1 @ 36" RCP
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - Half Hell branch - 367 feet, SB - 127 feet
Wetland - 0.40 acres (Riparian)
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graph
Legend
L _I 25' Buffer of Slope Stake
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Grass Median
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tttCemetery
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C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Half Hell
Branch

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Half Hell Branch
Site.No -6 -
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Existing Structure - 110 "x84" CAP
Proposed Structure - 1 @ 12'x8' RCBC buried 1' & 1 @ 36" RCP
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - Half Hell branch - 326 feet, SB - 105 feet
Wetland - 0.48 acres (Riparian)
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Legend
L _I 25' Buffer of Slope Stake
Prop Edge of Lane
Grass Median
— Prop ROW
Prop Construction Limits
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Half Hell
Branch

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Middle Swamp
Site No. 7 ,
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Existing Structure - Bridge #104, 3 span @ 18' -5 ", RC Floor on I -beams
Proposed Structure - 165' Bridge
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.20 acres (Riparian)
qra
Legend
L _ 1 25' Buffer of Slope Stake
- Prop Structure
Prop Edge of Lane
Grass Median
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Ponds
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tttCemetery
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp
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Middle Swamp
Site No. 7 ,
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Existing Structure - Bridge #104, 3 span @ 18' -5 ", RC Floor on I -beams
Proposed Structure - 165' Bridge
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.20 acres (Riparian)
qra
Legend
L _ 1 25' Buffer of Slope Stake
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Prop Edge of Lane
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tttCemetery
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp

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Existing Structure - Bridge #104, 3 span @ 18' -5 ", RC Floor on I -beams
Proposed Structure - 165' Bridge
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.96 acres (Riparian)
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Site No. 7 - ' -
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Legend
25' Buffer of Slope Stake
Prop Structure
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp
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Legend
25' Buffer of Slope Stake
Prop Structure
Prop Edge of Lane
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Prop ROW
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp

a
Legend
'
F
-
-
-
-
-
-
-
-
Existing Structure - Bridge #104, 3 span @ 18' -5 ", RC Floor on I -beams
Proposed Structure - 165' Bridge
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.41 acres (Riparian)
-
-
-
.
,
♦
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i
Middle Swamp
Site' No. 7
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-
-
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Legend
25' Buffer of Slope Stake
Prop Structure
Prop Edge of Lane
Grass Median
Prop ROW
Prop Construction Limits
Prop Conc Island
NHD Streams
Streams
Wetlands
Ponds
It �
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tttCemetery
1 inch = 50 feet
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a Q LL
a
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp
,
,
,
-
-
-
-
-
-
-
-
Existing Structure - Bridge #104, 3 span @ 18' -5 ", RC Floor on I -beams
Proposed Structure - 165' Bridge
Impacts (Based on 25' Buffer of SlopeStakes)
Stream - No Impact
Wetland - 0.41 acres (Riparian)
-
-
-
.
,
♦
♦
i
Middle Swamp
Site' No. 7
,
. , e
I - ,
I
I , .
-
-
-
.
qra
Legend
25' Buffer of Slope Stake
Prop Structure
Prop Edge of Lane
Grass Median
Prop ROW
Prop Construction Limits
Prop Conc Island
NHD Streams
Streams
Wetlands
Ponds
It �
� !Churches
tttCemetery
1 inch = 50 feet
z
O O o(n
i= QU)
Qw �0Wa }�
Oz���2�~ 0�
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a Q LL
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By:
C.ROWELLS
County:
BRUNSWICK
Div:
TIP#
3
R -3434
Date:
APRIL 2014
Middle
Swamp

Apt 2014
Sectb n 404 /NEPA Merger Prok ct Team Agreement
Concurrence Poh t No. 2a: Brd gh g and Ak nment Reve w
TP Prok ct R3 434
Prole ct Name /Descrp tb n: Proposed Improvements to SR 1500 (Midway Road) and SR
1401 (Galloway Road) from US 17 Bypass to NC 211, Brunswick County
The Prole ct Team Members 11; ted beb w have concurred wk h the 6 b wh g proposed
crossh g structures:
Site
Type & Length of the
NCDOT Recommended
Agreed Upon Structure
No.
Stream Name
Existing Hydraulic
Hydraulic Structure
(from 2a Meeting)
Structure
UT Midway
2 @ 5'x6' RCBC buried 1'
I
Branch
2 @ 60" CMP
1 @ 10'x6' RCBC buried 1'
with low flow barrel on east
side
2
UT3 Midway
2 @ 54" CMP
1 @ l0'x6' RCBC buried 1'
1 @ 10'x6' RCBC buried l'
Branch
with baffles
3
Sarah Hole
37' Bridge #23, 2 span @
3 @ 10'x8' RCBC buried 1'
70' bridge
18' -6 ", RC Floor on I -beams
4
River Swamp
81' Bridge #25, 4 span @
120' bridge SF- 090025
120' bridge SF- 090025
20'-4", RC Floor on I -beams
under construction
under construction
5
Rattlesnake
90" CMP
l @ 10'x8' RCBC buried F
l @ 10'x8' RCBC buried V
Branch
6
Half Hell
110 "X84" CAP
1@ 12'x8' RCBC buried F
1 @ 12'x8' RCBC buried l'
Branch
& 1 @ 36" RCP
7
Swamp
Middle Swam
55' Bridge #104, 3 span @
",
160' bridge
165' bridge*
18' -5 RC Floor on I -beams
*The NCDOT at o comma s to extend`n g the brd ge beyond 165; f necessary, to prevent
permanent stream in pacts to the Mid db Swamp Stream h the h al desk n.
US Army Corps of Engineers
US Fish & Wildlife Service
NC Division of Water Quality
Brad Shaver
Gary Jordan
Mason Herndon
DATE
DATE
DATE
83431
lb ge 1 of 2

NC Division of Marine Fisheries
Apr 2014
Jessi Baker DATE
NC Division of Coastal Management
Steve Sol lod DATE
National Marine Fisheries
Fritz Rohde DATE
Wildlife Resources Commission
Travis Wilson DATE
Environmental Protection Agency
Cynthia Van Der Wiele DATE
Federal Highway Administration
Ron Lucas DATE
NC Department of Transportation
Matthew Potter DATE
State Historic Preservation Office
Renee Gledhill - Earley
Cape Fear Rural Planning Organization
Allen Serkin
DATE
DATE
K A 34
Ih ge 2 of 2