US 13/US 158 (3)

US 13 From US 158 Near Winton to US 158 in Tarheel
Hertford, Gates Counties
TIP Project R-2507A
March 17, 2009
PURPOSE OF TODAY'S MEETING
The purpose of today's meeting is to discuss the appropriate hydraulic structures for
stream crossings and possible alignment refinements in order to obtain concurrence on
Concurrence Point 2A (bridging decisions).
TIP Project R-2507A is included in the 2009-2015 Transportation Improvement Program
(TIP). The project involves widening US 13-158 to a multi-lane facility from US 158 near
Winton in Hertford County to US 158 in Tarheel in Gates County, a distance of
approximately five miles (see the attached vicinity map). ProposedThe total roadway
width will be 102 feet, which includes four 12-foot travel lanes, a 46-foot median and 4-
foot paved shoulders on each side to accommodate bicycle traffic.
It is anticipated approximately 150 feet to 330 feet of right of way will be required for the
project. Partial control of access will be obtained. All intersecting roadways will cross
at-grade, no grade separations or interchanges are proposed.
PROJECT PURPOSE AND NEED
The purpose of the project is to reduce traffic congestion and improve travel time and
safety along US 13-158 in the project area.
PROJECT SCHEDULE/COST
Right of way acquisition for the project is scheduled to begin in fiscal year 2011 and
construction is scheduled to begin in fiscal year 2014.
The cost estimate for the project included in the 2009-2015 Transportation Improvement
Program is as follows:
Right of Way Acquisition $ 6,000,000
Construction $16,200,000
Mitigation $ 2,030,000
Total Estimated Cost $241230,000
TIP Projects R-2507A
US 13 Widening
W BS Element 35488.1.1
WETLANDS AND STREAMS
NEPA/404 Merger Tem Meeting
Concurrence Point 2A
March 18, 2009
Page 3 or4
Jurisdictional surface waters are present in the project corridor. The Chowan River,
Buckhorn Creek, S1 and S2.are considered jurisdictional surface waters under Section 404
of the CWA. The amount "linear feet" of streams in each corridor by alternative is
provided below.
Jurisdictional wetlands are also present in the study corridor. The amount of wetlands that
are impacted is listed by alternative. (See Tables 2-4 and Figures 2a thm 2f)
TABLE 2: HYDRAULIC STRUCTURE RECOMMEDATIONS
Site Stream Location Existing
Structure Recommendation
Retain existing bridge.
I Chowan River 0.7 mile north or Bridge No. 32 Length of proposed
junction w/ us 158 1121 feet in length additional bridge should be
the same as existing.
Buckhom Creek/ 0.05 mile south of Bridge No. 9 Replace with dual bridges,
2 Run Swamp junction of SR 84 feet in length 110 feet in length.
1128
TABLE 3: JURISDICTIONAL WETLAND CLASSIFICATION
Wetland Riverine/Non-
Riverine NWI* Class Wetland
Rating Section Impact
WNEla Non-Riverine PF02B 18 1 1.92 ac
WNElb Non-Riverine PEM1A 18 1 0.02 ac
WSEla Non-Riverine PF0113 19
WSEIb Riverine PFO1C 53
"E1 Riverine PFOIC 69 1 6.89 ac
WSE1 Riverine PFOIC 69 1 0.34 ac
WSElc Non-Riverine PFOIA/PEM1F 18
WSEld Non-Riverine PFOIA/PEM1F 22 1 0.06 ac
WSEle Non-Riverine PFOIA 18
WNE2a Non-Riverine PFOIA 18 1 0.16 ac
WNE2 Riverine PF06F 30 1 5.05 ac
WSE2 Riverine PF06F 30 1 2.63 ac
WSE3a Non-Riverine PF01/4A 18 2 0.02 ac
WSE3c Non-Riverine PF0I/4A 18 2 1.01 ac
WSE3d Non-Riverine PFOIA 18 2 0.21 ac
TIP Projects R-2507A
US 13 Widening
WETS Element 35488.1.1
NEPA/404 Merger Tcam Meeting
Concurrence Point 2A
March 18, 2009
Page 4 of4
Wetland Riverine/Non-
Riverine NWI* Class Wetland
Rating Section Impact
WSE3e Non-Riverine PFOIA 18 2 1.87 ac
WSE3f Non-Riverine P170I/4A 18 2 0.68 ac
WNE3a Non-Riverine PF01/4A 18 2 0.52 ac
WNE3b Non-Riverine PF06F 24 2 0.02 ac
WNE3c Non-Riverine PF06F 24 2 0.51 ac
WNE3d Non-Riverine PFO1F 24 2 0.22 ac
WB Riverine PF06C 55 2 1.19 ac
WBb Non-Riverine PEM213 18 2 0.15 ac
WNE4 Riverine PF01/4C 22 3 0.59 ac
WSE4 Riverine PFOIC 22 3 0.17 ac
WNE5 Riverine PF06C 22 3 1.61 ac
WSE5a Non-Riverine PF0I/4A 18 3 0.10 ac
WNE6 Riverine PSSIC 20 4 2.71 ac
WSE6 Non-Riverine PF0I/4C 16 4 0.61 ac
WSE6a Non-Riverine PF01/4C 16
WSE6b Non-Riverine PSSIC r 20 4 1.15 ac
WNE7 Non-Riverine PFOI F 22
WSE7 Non-Riverine PFOIA 18 6 0.30 ac
WNE8 Riverine PF01A 46 8 0.26 ac
WNE9 Non-Riverine PF0I/4F 22
TABLE 4: STREAMS WITHIN THE PROJECT AREA
Stream Intermittent/Perennial Status Stream Order Coverage (linear feet)
S-1 Perennial/Impacted Zero 770
Chowan River Perennial 3rd or higher 500
Buckhorn
Creek Perennial 2nd 400
S-2 Perennial 1st 279
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