20110512_Merger Process Documentation_20140425

NEPA/404 MERGER CONCURRENCE POINTS3 & 4A
TIP PROJECT NO.R-2511
WBS No.35494.1.1
US 17
FROM NORTH OF NC 171 TO MULTI-LANES SOUTH OF WILLIAMSTON
BEAUFORT AND MARTIN COUNTIES
SUMMARY INFORMATION
Meeting Purpose
CP 3 —To select the Least Environmentally Damaging Practicable Alternative (LEDPA)
Project Description
R-2511 involves widening existing US 17 from north of NC 171 in Beaufort County to the
existing multi-lanes south of Williamston in Martin County, a distance of approximately 10.6
miles. The proposed typical section will include four 12-foot travel lanes, a 46-foot median and
8-foot shoulders (4-foot paved). Partial control of access is proposed
Project R-2511 is funded in the 2012-2018 State Transportation Improvement Program (STIP),
with right of way acquisition scheduled for Fiscal Year (FY) 2019 and construction scheduled to
begin in FY 2022 in the draft 2013-2023 Program and Resource Plan.
Project Status/Schedule
Environmental Assessment Signed May 2013
Public Hearing December 2013
Finding of No Significant Impact August 2014
Begin Right of Way Acquisition SFY 2019
Begin Construction SFY 2022
Merger History of Project
Concurrence Point 1 —Met May 6, 1999, and reached concurrence on the purpose of the project:
The purpose of the project is to alleviate congestion and.improve the level of service along US
17, and in doing so, improve safety of the route.

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Concurrence Point 2—Met October 19, 1999, and reached concurrence on;
• Number of sections
• Beginning point and ending point of each section
• To study both east side and west side widening for all sections.
R-2511 lost funding shortly after concurrence on CP 2. The Merger Team revisited CP 2 on
February 17, 2011, and concurred on;
• Number of sections
• Beginning point and ending point of each section.
• East side widening for sections 3 and 8, west side widening for sections 1,2,4 and 7 and
best fit alignment for sections 5, 6 and 9.
TABLE 1
Project Alternatives Selected for Detailed Stud
Section Beginning Point Ending Point Widening Why Selected
North Roberson Road Approx. 0.25 mi. south West side Fewer relocatees
1 (SR 1418) of Griffin Rd. (SR 1421)
2 Approx. 0.25 mi.south of Approx 0.2 mi. north of West side Less wetlands
Griffin Rd. (SR1421) Woodland Rd. (SRI 419)
3 Approx 0.2 mi. north of Approx. 0.6 mi. north of East side Fewer relocatees
Woodland Rd. (SR 1419) Beaufort/Martin County
Line in Martin County.
4 Approx. 0.6 mi. north of Approx. 1.1 mi. south of West/Avoid Fewer relocatees
Beaufort/Martin County Smithwick Creek and avoid
Line in Martin County. Church Road (SR 1106) hatchery
5 Approx. 1.1 mi. south of Approx. 0.7 mi. south of Best Fit Best fit
Smithwick Creek Church Smithwick Creek
Road (SR 1106) Church Rd. (SR 1106)
6 Approx. 0.7 mi. south of Approx. 0.2 mi. south of Best Fit Best Fit
Smithwick Creek Church Smithwick Creek
Rd. (SR 1106) Church Rd. (SR 1106)
7 Approx. 0.2 mi. south of Approx. 1.0 mi. north of West side Fewer relocatees
Smithwick Creek Church Smithwick Creek
Rd. (SR 1106) Church Rd. (SR 1106)
8 Approx. 1.0 mi. north of Approx. 0.2 mi. south of East side Fewer relocatees
Smithwick Creek Church Dan Peele Rd. (SR
Rd. (SR 1106) 1114)
9 Approx. 0.2 mi. south of The existing multi-lane Best Fit Best fit
Dan Peele Rd. (SR 1114) south of Williamston

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Concurrence Point 2A—Merger Team met in January 2013 and reached concurrence April 9,
2013. The following structures were agreed to:
TABLE 2
Proposed Hydraulic Structures
Site Crossing Recommended Structure
No.
1 Tributary to Latham Creek Retain and extend existing 1 @ 48" RCP and 1 @ 6'
x 4' RCBC with 2 @ 60"RCP
2 Gum Swamp/Latham Replace existing 22 foot bridge with 1 @ 31' -5" x
Creek 7'-3" aluminum box culvert
3 Jacks Swamp Retain and extend existing 1 @ 8' x 3' RCBC
4 Tributary to Smithwick Retain and extend existing 2 @ 8' x 6' RCBC
Creek
At the January 2013 merger meeting, the merger team also concurred on a widening alternative
for Section 4 of the project (Avoidance Alternative). The decision was made to drop the west
side widening option in Section 4 because it would relocate more homes and would have an
adverse effect on the National Register-eligible Griffin's Hatchery. The merger team had
concurred on a widening alternative for the other sections of the project in February 2011.
Concurrence Point 3—Least Environmentally Damaginjj Practicable Alternative
The alternative selected for detailed study was presented to the public at a Design Public Hearing
on December 3, 2013. The Design Public Hearing was held at the Macedonia Christian Church
on US 17 in Williamston. Seventy-six citizens registered their attendance at the meeting.
Written comments were received from 11 citizens, and the Town of Williamston submitted a
written statement of support.

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TABLE 3
SUMMARY OF ENVIRONMENTAL EFFECTS
Residential 36 (11)
Relocations Business 0
Non-Profit 3 (1)
Total Relocations 39 (12)
Minority/Low-Income Populations Disproportionately No
Impacted?
Historic Properties (Adverse Effect) No Adverse Effects
Community Facilities Impacted 0
Section 4(f) Impacts None
Noise Impacts (Impacted Properties) 27
Prime Farmland (Acres) 88.9
Forested Areas Impacted (Acres) 28.2
Wetlands (Acres) 4.81
Streams (Linear Feet) 1,400
Riparian Buffer (Square Feet) 120,970
Flood lain (Acres) 4.5
Federally-Protected Species No Effect
Right of Way $15.987
Utility Relocation $4.650
Cost (Millions) Wetland/Stream Mitigation $1.685
Construction $51.050
Total $73.372
Project Length (Miles) 10.6
*-Parentheses O indicate minority-owned or occupied homes, businesses or non-profit organizations.
Concurrence Point 4A—Avoidance and Minimization
The proposed project involves widening an existing road. Wetlands and streams are present on
both sides of the road in some areas. Total avoidance of wetlands and streams is not possible.
The alternatives studied in detail for the project were selected because they have lower impacts
on wetlands and streams than other alternatives examined and avoid historic properties.
Slopes of 3:1 shall be considered at wetland locations if placement of guardrails is not warranted.
Figures
Figure 1. Vicinity Map
Figure 2. Proposed Improvements (Figure 2 from EA)
Figure 3. Proposed Roadway Typical Section

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0.o,A
DEPARTMENT OF TRANSpORIATION
DIVISION OF"HIGHWAYS
PROJEc-r DEVELOPMENT
SECTION 3 AND
ENVIRONMENTAL ANALYSIS
UNIT
US 17
FROM NORTH CAE= NC, 171
'TO MULT11LANES SOUTH OF
WI11.IL.IIAM STON
B E.AU M RT AVM D
P�A
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LEGEND
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H II � s 11 PROPERTY
a it
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1
SHEET6 OF 12
FIGURE 2-
r i Y
rl � 1'a rg�l y

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PROJECT IUD\IILIL.SPMEPVT
AND
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FIWVlllt JVFNTAIL ANALYSIS
uNirr
ECTI I
r i�/; /�i;lr��1 l ,rr,/�r ,r ,
FROM NORTH H F- INCA 171
I
I
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'TO MULTILAINIES SOUTH C71F
I
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BEAUFORT AND
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ICI
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r
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i t,
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TIING
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OF WAY
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t
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PROPOSED
I f fln I / r / // // �'/ , / � ✓ r y
STRUCTURE
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Y
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p
o o NA�1"IIC��'�AV._ REGISTER
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STREAMS OR
C71F'IEN W1/F+«lf"IC—Ifs
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_
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ill PRELIMINARY DESIIGN
m
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1
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FIGURE

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le 1�1
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1112 SECTION ,
/ l NORTH CAROLINA
r r
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DEPARTMENT OF TRANSPORTATION
f
r b'f
II ISIIC)N OF HIGHWAYS
PROJECT DEVELOPMENT
r r J
AND
ENVIIRONMENTAIe.ANALY,Il.z
UNIT
US 17
r /
/ � I
/ " 1
/
ire NORTH OF INC 171
MULT1111—ANIES SOUTH OF
S
BEAUFORTANID
/ r r / / �J, r, / ✓ l
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SHEET 8 OF 1
CLyJ%`
FIGURE 2

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rl� r J; / / / /,/✓ //r / t �f�
FAWfMENT OF TRANSPORTATION
,r -..,., ,. , 1 r ,,,,., J}!r r,,:,,✓il ;F;., rf •dJ!' r l�irr/, , r%i/r/ rirr r
JJ
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J
PROJECT DEVELOPMENT
NT
AeND
1
NVIIROIh11VICNTAL.F%NAILYSlha
UNIT
f
r
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r
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FROM NORTH OF INC 171
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1-11P PROJECT R-2511
----------
LEGEND
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-
1
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RIGHTOF
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PROPOSED
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STRUCTURE
PROPOSED
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rr
r
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PROPOSED
f IFS' F' I�
RVGHT OF WAY
PROPOSED
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r � /
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1/
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/
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DELINEATED
11
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STREAMS OR
OPEN WATER
100—YEAR FLOOC7PL.AIIN
----—-----------------
PRELIMINARY DESIGN
SUBJECT TO CHANGE
I /- l /GU N9 _ ----------
. ______
cn
�r
r � / � '' / 0 FEET 400
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IF 1
FIGURE 2
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NORTH CAROLINA
Y , f DE:PARTMENI'OF TRANSPORTATION
J ,i ,;) DIVISION OF HIGHWAYS
PROJECT D VELOPM N'T
AND
EINV11IRONMENTAILANALYaIIS
UNIT
US 11
FROM NORTH OF NC 171
"0 MULTILANES SOUTH OF
i
l WIL.L.11AMSTON
l�� NAL. REGIS BEAUFORTAND
TIP PROJECT R-2511
LEGEND
i
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RIGHT OF WAY
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MENT
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SHEET 10 OF 12
FIGURE 2-
9,

__
Lu
f Ir,1C)I,�
z :I
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i
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m
7-
YIV
' ___I
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—
OR CAROLINA
CEPARTWEV 'C =TRANSPORTATION
DIVISION OF HIGHWAYS
F+F'iOJLCT DvLlOPnnN U
AND
EINVIIIRC7NMENTAII_ANALYSIS
UNIIT
US 17
� NORTH OF NC 171 TO MULTILANES SOUTH OF
IfR.EGii TIER ELIIC III L IIL.L.II M TON
)
EAUFT AND
MARTIN COUNTIES
TIP PROJECT R-2511
LEGEND
_
I�XIIS...0 IING
3 AY
PROPOSED
PAVEMENT
'rn„/ /ir1 �(�����il/ r 6➢ » ”' ll' .11/���', �l ,� PRONC7aF':D
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RIGHT OF WAY
m
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w�
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1
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uJ
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SHEET 11 OF 12
FIGURE 2-

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NORTH CAROLINA
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PROJECT DVELOPAFlNhP.
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AND
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UNIT
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(NATIONAL REGISTER ELIGIBLE) � %� �f I
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TIP PROJECT R-2511
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STRUCTURE
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RIGHT OF WAY
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