R-2587 & R-2581

O?0?WA7-f?R0'
December 8, 2006
MEMORANDUM
To: Gregory J. Thorpe, Ph.D., NCDOT PDEA
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
From: Rob Ridings, NC DWQ Transportation Permitting Unit lez,
Through: John Hennessy, NC DWQ Transportation Permitting Unit
Subject: Scoping comments on proposed improvements to US 158 in Warren and Halifax Countie, Federal Aid
Project Nos. NHF-158(24) & NHF-158(19), State Project No. 34471.1.1, TIP Nos. R-2587 & R-2581.
Reference your correspondence dated received December 6, 2006 in which you requested comments for the
referenced project. Preliminary analysis of the project reveals the potential for multiple impacts to streams,
tributaries, and jurisdictional wetlands in the project area. More specifically, potential impacts to:
Stream Name River Basin &
Subbasin Stream Classification(s) Stream Index Number
Fishing Creek TAR 04 C, NSW 28-79-(l)
Rock Creek TAR 04 C, NSW 28-79-3
Smith Creek ROA 07 C, *303(d) listed 23-10
Cabin Branch ROA 07 C 23-10-1
Owens Creek TAR 04 C, NSW 28-79-4
Terrapin Creek ROA 07 C 23-10-3-2
Malones Creek ROA 07 C 23-10-3-1
Sawmill Creek ROA 07 C 23-11-2
Reed Creek TAR 04 C, NSW 28-79-25-5
Hawtree Creek ROA 07 C 23-11-(l)
Horse Creek TAR 04 C, NSW 28-79-7
Six pound Creek ROA 07 C 23-13
Walkers Creek TAR 04 C, NSW 28-79-25-2
Dowtins Creek TAR 04 C, NSW 28-79-25-2-1
Big Branch TAR 04 C, NSW 28-79-25-3
Hub quarter Creek ROA 07 C, NSW 23-16
Big Stone House Cr. ROA 07 C 23-18
Little Stone House Cr ROA 07 C 23-19
Bens Creek TAR 04 C, NSW 28-79-25-4
Butterwood Creek TAR 04 C, NSW 28-79-25-7-1
Mill Creek ROA 07 WS-IV 23-20.3
Poe Creek ROA 07 WS-IV 23-20.6
Dee Creek ROA 08 WS-IV, CA 23-24
Lake Gaston ROA 07 WS-IV, B, CA,
*303(d) Listed 23
Chocko otte Creek ROA 08 C 23-29
uanke Creek ROA 08 C, *303(d) Listed 23-30
Little Quanke Creek ROA 08 C 23-30-1
Marsh Swam TAR 04 C, Sw, NSW 28-79-30-1
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
NNr hCaro in
p
Naturalily
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
A
Further investigations at a higher resolution should be undertaken to verify the presence of other streams and/or
jurisdictional wetlands in the area. In the event that any jurisdictional areas are identified, the Division of Water
Quality requests that NCDOT consider the following environmental issues for the proposed project:
Project Specific Comments:
1. Fishing Creek, Rocky Creek, Owens Creek, Reedy Creek, Horse Creek, Walkers Creek, Dowtins Creek,
Big Branch, Bens Creek, and Butterwood Creek are class C; NSW waters of the State. DWQ is very
concerned with sediment and erosion impacts that could result from this project. DWQ recommends that
highly protective sediment and erosion control BMPs be implemented to reduce the risk of nutrient runoff to
these waters. DWQ requests that road design plans provide treatment of the storm water runoff through best
management practices as detailed in the most recent version of NC DWQ Stormwater Best Management
Practices.
2. Smith Creek, Lake Gaston, and Quankey Creek are class listed as 303(d) waters of the State for impaired
use. DWQ is very concerned with sediment and erosion impacts that could result from this project. DWQ
recommends that the most protective sediment and erosion control BMPs be implemented to reduce the risk
of nutrient runoff to these waters. DWQ requests that road design plans provide treatment of the storm water
runoff through best management practices as detailed in the most recent version of NC DWQ Stormwater
Best Management Practices.
3. Review of the project reveals the presence of surface waters classified as Water Supply Critical Area in the
project study area. Given the potential for impacts to these resources during the project implementation, the
DWQ requests that DOT strictly adhere to North Carolina regulations entitled "Design Standards in Sensitive
Watersheds" (15A NCAC 04B .0124) throughout design and construction of the project. This would apply
for any area that drains to streams having WS CA (Water Supply Critical Area) classifications.
4. Should a bridge project be located within the Critical Area of a Water Supply, the NCDOT will be
required to design, construct, and maintain hazardous spill catch basins in the project area. The number of
catch basins installed should be determined by the design of the bridge, so that runoff would enter said
basin(s) rather than flowing directly into the stream, and in consultation with the DWQ.
5. Part of this project is within the Tar-Pamlico River Basin. Riparian buffer impacts should be avoided and
minimized to the greatest extent possible pursuant to 15A NCAC 2B.0259.
General Project Comments:
1. The environmental document should provide a detailed and itemized presentation of the proposed impacts
to wetlands and streams with corresponding mapping. If mitigation is necessary as required by 15A NCAC
2H.0506(h), it is preferable to present a conceptual (if not finalized) mitigation plan with the environmental
documentation. Appropriate mitigation plans will be required prior to issuance of a 401 Water Quality
Certification.
2. Environmental assessment alternatives should consider design criteria that reduce the impacts to streams
and wetlands from storm water nmoff. These alternatives should include road designs that allow for
treatment of the storm water runoff through best management practices as detailed in the most recent
version of NC DWQ Stormwater Best Management Practices, such as grassed swales, buffer areas,
preformed scour holes, retention basins, etc.
3. After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality
Certification, the NCDOT is respectfully reminded that they will need to demonstrate the avoidance and
minimization of impacts to wetlands (and streams) to the maximum extent practical. In accordance with
the Environmental Management Commission's Rules { 15A NCAC 2H.0506(h)), mitigation will be
required for impacts of greater than 1 acre to wetlands. In the event that mitigation is required, the
mitigation plan should be designed to replace appropriate lost functions and values. The NC Ecosystem
Enhancement Program may be available for use as wetland mitigation.
4. In accordance with the Environmental Management Commission's Rules 115A NCAC 21-1.0506(h)},
mitigation will be required for impacts of greater than 150 linear feet to any single perennial stream. In the
event that mitigation is required, the mitigation plan should be designed to replace appropriate lost
functions and values. The NC Ecosystem Enhancement Program may be available for use as stream
mitigation.
5. DWQ is very concerned with sediment and erosion impacts that could result from this project. NC DOT
should address these concerns by describing the potential impacts that may occur to the aquatic
environments and any mitigating factors that would reduce the impacts.
6. If the old bridge is removed, no discharge of bridge material into surface waters is allowed unless otherwise
authorized by the US ACOE. Strict adherence to the Corps of Engineers guidelines for bridge demolition
will be a condition of the 401 Water Quality Certification.
7. Bridge supports (bents) should not be placed in the stream when possible.
8. Whenever possible, the DWQ prefers spanning structures. Spanning structures usually do not require work
within the stream or grubbing of the streambanks and do not require stream channel realignment. The
horizontal and vertical clearances provided by bridges allow for human and wildlife passage beneath the
structure, do not block fish passage and do not block navigation by canoeists and boaters.
9. Bridge deck drains should not discharge directly into the stream. Stormwater should be directed across the
bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated
buffers, etc.) before entering the stream. Please refer to the most current version of NC DWQ Stormwater
Best Management Practices.
10. If temporary access roads or detours are constructed, the site shall be graded to its preconstruction contours
and elevations. Disturbed areas should be seeded or mulched to stabilize the soil and appropriate native
woody species should be planted. When using temporary structures the area should be cleared but not
grubbed. Clearing the area with chain saws, mowers, bush-hogs, or other mechanized equipment and
leaving the stumps and root mat intact allows the area to re-vegetate naturally and minimizes soil
disturbance.
11. Placement of culverts and other structures in waters, streams, and wetlands shall be below the elevation of
the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and
aquatic life. Design and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds
or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to
provide evidence that the equilibrium is being maintained if requested in writing by DWQ. If this
condition is unable to be met due to bedrock or other limiting features encountered during construction,
please contact the NC DWQ for guidance on how to proceed and to determine whether or not a permit
modification will be required.
12. If multiple pipes or barrels are required, they should be designed to mimic natural stream cross section as
closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate.
Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of
structures typically decreases water velocity causing sediment deposition that requires increased
maintenance and disrupts aquatic life passage.
13. If foundation test borings are necessary; it should be noted in the document. Geotechnical work is
approved under General 401 Certification Number 3494/Nationwide Permit No. 6 for Survey Activities.
14. Sediment and erosion control measures sufficient to protect water resources must be implemented and
maintained in accordance with the most recent version of North Carolina Sediment and Erosion Control
Planning and Design Manual and the most recent version of NCS000250.
15. All work in or adjacent to stream waters should be conducted in a dry work area unless otherwise approved
by NC DWQ. Approved BMP measures from the most current version of NCDOT Construction and
Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion structures
should be used to prevent excavation in flowing water.
16. Sediment and erosion control measures should not be placed in wetlands and streams.
17. Borrow/waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands in
borrow/waste areas could precipitate compensatory mitigation.
18. While the use of National Wetland Inventory (NWI) maps, NC Coastal Region Evaluation of Wetland
Significance (NC-CREWS) maps and soil survey maps are useful tools, their inherent inaccuracies require
that qualified personnel perform onsite wetland delineations prior to permit approval.
19. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into streams. This equipment
should be inspected daily and maintained to prevent contamination of surface waters from leaking fuels,
lubricants, hydraulic fluids, or other toxic materials.
20. In most cases, the DWQ prefers the replacement of the existing structure at the same location with road
closure. If road closure is not feasible, a temporary detour should be designed and located to avoid wetland
impacts, minimize the need for clearing and to avoid destabilizing stream banks. If the structure will be on
a new alignment, the old structure should be removed and the approach fills removed from the 100-year
floodplain. Approach fills should be removed and restored to the natural ground elevation. The area
should be stabilized with grass and planted with native tree species. Tall fescue should not be used in
riparian areas.
21. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed, sized
and installed.
22. If concrete is used during construction, a dry work area should be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality
Certification requires that appropriate measures be instituted to ensure that water quality standards are met and
designated uses are not degraded or lost. If you have any questions or require additional information, please contact
Rob Ridings at [phone].
cc: Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
William Wescott, US Army Corps of Engineers, Washington Field Office
Ron Lucas, Federal Highway Administration
Chris Murray, Division 5 Environmental Officer
Jamie Guerrero, Division 4 Environmental Officer
Chris Militscher, Environmental Protection Agency
Travis Wilson, NC Wildlife Resources Commission
Gary Jordan, US Fish and Wildlife Service
File Copy
,a yn
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Mr. Rob Ridings
NC Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
December 4, 2006
SUBJECT: Start of Study - US 158 Improvements, Warren and Halifax Counties
(TIP Projects R-2587/R-2581)
Dear Mr. Ridings,
P
9,yJ iy ?
Ell
LYNDO TI ETT
SECRETARY
The Project Development and Environmental Analysis Branch is starting the project development,
environmental and engineering studies for the proposed US 158 improvements in Warren and Halifax Counties (TIP
Projects R-2587 and R-2581). These projects are included in the currently approved 2006-2012 North Carolina
Transportation Improvement Program and are scheduled for right of way in fiscal year 2012 for R-2587 and post
year (after fiscal year 2012) for R-2581. Construction is scheduled for post year for both projects.
These projects propose to widen existing two-lane US 158 from I-85 near Norlina in Warren County to I-95
south of Roanoke Rapids in Halifax County. The improved facility currently is proposed to have paved shoulders
and a 46-foot wide grass median. New location bypasses may be proposed for sections of these projects,
particularly around the communities of Norlina, Macon, and Littleton.
Attached for your review and comments are the scoping information sheets for the proposed project, We
would appreciate any information you might have that would be helpful in evaluating potential environmental impacts
of the project. If applicable, please identify any permits or approvals that may be required by your agency. A scoping
meeting will be scheduled with NCDOT staff to discuss the proposed project in more detail. In order to include your
comments in our materials for this meeting, we would appreciate your response by January 19, 2007. If you would like
to attend the scoping meeting, please notify the project engineer.
It is anticipated that a funded Environmental Impact Statement (EIS) will be prepared for this project. One
environmental document will be prepared for both TIP projects in accordance with the National Environmental
Policy Act.
If you have any questions concerning the project, please contact Jennifer Fuller, Project Planning Engineer,
of this Branch at [phone], Ext. 244. Please include the TIP Project Numbers in all correspondence and
comments.
GJT/plr
Attachment
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
Sincerely,
Gregory J. Thorpe, Ph.D., Director
Project Development and Environmental Analysis Branch
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
Project Development and Environmental Analysis Branch
Scoping Information Sheet
TIP No.: R-2587/R-2581
WBS No.: 3447
Federal Aid No: NHF-158(24) &
NHF-158 19
Division: 4 and 5
Sent Date: December 4, 2006
Revision Date:
Meeting Date:
County: Halifax and Warren
R-2587: US 158, I-85 (Warren County) to SR 1405 (Roanoke Chapel Road) east of Littleton
(Halifax County). Widen to multi-lanes with bypasses of Norlina, Macon, and Littleton on new
location.
R-2581: US 158, SR 1405 (Roanoke Chapel Road) east of Littleton to I-95 in Roanoke Rapids.
Widen to multi-lanes (Halifax County).
General Pro'ect Need:
US 158 has been identified as a Strategic Highway Corridor. It is a key connecting route between
I-85 and I-95 and is of regional and statewide importance. Improvements to the route are needed to
fulfill the Strategic Highway Corridor vision for the road and to accommodate economic
development efforts in Warren and Halifax Counties.
Metronolitan / Rural Planning Organization Area:
NEPA/404 Merger Candidate?: Yes
Feasibility Study Completed?: Yes
Kerr Tar RPO (Warren County)
Peanut Belt RPO Halifax Count
No Not sure
No February 26, 1998 Date
Type of Environmental Documents to be Prepared / Project Schedule:
Type: Dates:
Environmental Document: Draft EIS
Final EIS
Record of Decision
Right of Way:
Air Quality Status:
Let:
Non-attainment
Earl 2011
Earl 2013
Late 2013
2012 (R-2587)
post year R-2581
post year both projects)
Maintenance Attainment
SHEET 1 OF 5
Design Criteria:
Length of Project Limits:
Type of Access Control:
(Existing / Proposed)
Structure Inventory:
Functional Classification: Principal arterial
Strategic Corridor Information: These projects are included in Strategic Corridor
R-2587: 26 miles
R-2581: 15 miles
Existing: no control of access
Proposed: partial control of access
37 (US 158 from Winston-Salem to Nags Head).
The Corridor Vision for US 158 for these projects
from I-85 to 1-95 is a Freeway facility.
CTP/Thoroughfare Plan
Designation (Facility Type):
Roadway Typical Section:
(Existing / Proposed)
Existing: two-lanes
Proposed: four-lanes with paved shoulders and a 46-foot
wide ass median
Typical Section in Compliance with Conformity Determination:
Yes ? No
Right of Way:
(Existing / Proposed)
Existing: varies (60' -100')
Proposed: 250'
Existing Posted Speed: 25-55m ph Proposed Design Speed: 60 mph
Traffic (AADT): % TTST:
Current Year: (2004) 720 - 26,000 % Dual:
Design Year: 2035 % DHV:
Design Standards Applicable: AASHTO 3R
Railroad Involvement:
Seaboard Coast Line Railroad runs parallel to US 158 from east of Norlina (near SR
1314) to just west of NC 903. Widened US 158 may encroach on railroad right of way.
R-2581 and R-2587 may involve design and construction of new track, possibly outside
the existing railroad right of way.
SHEET 2 OF 5
Cost Estimate:
TIP Estimate:
Current Estimate:
Construction: Right of Wav: Total Cost:
$88,000,000 $18,625,000 $106,625,000
(R-2587) (R-2587) (R-2587)
$58,300,000 $28,100,000 $86,400,000
(R-2581) V R-2581 R-2581

SHEET 3 OF 5
US158_Study_area.mxd 10-26-06
r
w ar w; m w cn m m a
7
2 Z (n
° N N ', J# i
p?7 o o ° o -o v -
p Ol ^' 3 fa m $ T
CIL CL
` Jones ChaPel Rd 1
In cn
)nodVnS .
Pd sBu\)dS g
T
PH seu)1sP40 ' J 13
Cl)
0091#b5
`???-/ ( I , c ?g It
N
?-
58 °
Gum Po
i 1 y 't..lr ?, nd R
3 ??..
s
jyk W
SR#
163,3
N S 7! _
cn
/
AII
W x
M
nZV7 W
° N
c (j
w.
g v 2
E;
(p C
C G) 7
c ?n o
?m?n
ao 0
N
O n
°>p? w
? Ln
m
MMI
O
-L n
w

v
O

?C

-+-
1\ 'IS
PH a at IQ r
a
-L ),-
r ; f-- .-.. ..f
\ads' ? ? SR'#'2? I 1?n? ?'
caant_ / - w°
• ? 1 ?? ! ?? i0! 1 :per ? - c
fa I SR#1226 ? %
gZZI#bS r?l
J m 90
Z .. °1re
?0 ! w ,
q 7
I ? 3
L z/ ?yqa
U?

1 W
SR r7p,
y
N St Rd 1701
Y.'071

Spg?SR?
O
l ?, " ,:1 L p - ,.
l? Qa ?s 9
NC-4
l / J 70
r 3 ? ? I Ca?00Q?)00? ? 9?
,m g
ION
e?
se
Z
? t

r`el, J ?•?v- ,
PbL
Q,
.` y z
?y
_ 1 r ?1
PH 4oue)9 ea9snf `?
I P
US-301
X L.. Oa iI
/
?J

r

;( m

- W ?
o I k
-

C (Gw w Lynwood
n Rd
?
(A
R,'", ?vc.
??O m ,
A
Q t
iPH acipm I',(

? Vin.
ry 4i
p it
A
a r
ern Shoe
fS u
/1
W
y
=
? I
r

?,1 O
I
lS/die ? i
273 In

1

State Road 1211
\f
I

!I i.

?
IV
Butcher Ln
ZT
rn ?
ID-
? i ID
St Ite Road ;12
I 09
ZC)

In/emot "
e% 915
CD

,
N

N b
i W .

i 1301 O

J

US156_Area._Projects3_Rev.mxd 10-25-06
v O -v N m to -m m a l l
0. r' m a ?" m
IJ d
N p? N ?J 2J a C cl
w
c

1 m
- ?_ -`??9 n ? ?w
} MF ,., m A
?? I.l ll 1
s_
1
,0
&
A_ a
1
--T-TIHI I 1.I I
x
r?
n Z, [n N
c
(D -1
w
3
D 0
?
?o
rn c o
Cn [7 0
>m?n
? 22
w ?
?w
(D
m ?c
N
0 0
? O n r. N
N
F?
rf
C ?
cn
O ?
3 ?v
? N C
N
O
co' (D
C
0) m on*
A ,.
W4
W
? o
K V 1
f,.
Cv / • w4 ?.
''

S Qr'
'3
?

s
T ?
P
n ,
S
Count o
Q
A
sn
sRa1349 ?

* 6 I

.;

Il
f 3
\
^
\ 135
0
ti
by
o
? 7 0
O
y
w

am
C
! - \
?w

as \ y
.

i .,$

a' NC-903

X561#b9 4

Lynwood Rd
D

90
y?ia
SR#1509
,, 9752 N
t w
e Qd
? t N

Stansbury Rd
? I - 9a ?et? ?in9 pai
Mosby Avc°?'. ?p6' Rd

= <?ryAw.
' '? P n e
o n o'
a 2 Neep
Cp

?i- . _

,.
\ !J

15 uosn6io?
r mm
=
Hacketl St
O?oJeoa
w

F

)uail Ridge Rd m Cas

urg Rtl
a
m O
C9 N Pa ,
t
._
l

4 9y

O

di Weavers Chapel R
G
q y
d M A
?,a
a
P? SjeM Fs 3a of qod Ur

I f
?I
- 7309 7i! ??
SR#1307
w
;moo
US158_Area_Projects3-Rev.mxd 10-25-06
Stansbury Rd
g ; e U) cp m (rod a
N N J ?ry
p Ad
W C,
E (D
a m 3 3 ??? n
cn
d
a m to e6P? V i bf 1

9y,?a0
Pb yany0 ham.
52
i
r .? YQ", pU ueeixJ 9)eNuol
L-
C

V_
? x
O O N
w ?
CL3
'o w
D0
n
ego
?. Ll ¢
A o
Dmm
?M
w
g ?
wo
?
? y
(D
N y
v (n N
cn
Fo
so
Poo
V/
Ul TI
3
0.0
?. v
CO (D
N
CD
F)7
co (D
N C
Q m try
idfr,.
-? 1
w'.t
r
u?
?r 'A ? -?9qv 1
a
Or /
I
w ? C C W (e y
,t
,, ;? o, A 9? S ?t ! IUD ? ??+ fCll p C?? N
1 ( i
$ N f?A ~ '2 - ? nt r8late 95
CL 0 'M I
m'
,1 ( 3 ?0' a (? '} /%?'a n1e Roan 1t
ws ) ,o£s? n. i re9s Ra? to
Qa Z r a i,
p ¢
00
j`
i w ? US wps1 H?hwa y
o i
C \ Y3)>
y j
a?e9paa ?? 2 Stale Road, 1301 Al
I art
1 h _ ~\ State Road 13.0
l ¢? i 1 s I g ?'? _ 1 l
/ - _/ e161S fate Rp a 1 .4--- - - - _ /
s (? / 721£1 Peot! , j atl 1307: cn 4*.'
C? oNi A I i ? _ ?
m 0,6
if, I
L
a
State n.j
Natural/Human Environmental Information:
The USGS quad maps through which the project study area cross are (from west to east):
Bracey
Middleburg
Warrenton
Macon
Littleton
Thelma
Roanoke Rapids
Weldon
Darlington
Named streams on the USGS Quadrangle maps within the preliminary R-2581/R-2587
project study area are (from west to east):
Matthews Creek
Rocky Creek
Fishing Creek
Phoebes Creek
Owens Creek
Horse Creek
Possumquarter Creek
Smith Creek
Cabin Branch
Terrapin Creek
Blue Mud Creek
Malones Creek
Sawmill Creek
Hawtree Creek
Reedy Creek
Sixpound Creek
Walkers Creek
Dowtins Creek
Big Branch Creek
Hubquarter Creek
Big Stone House Creek
Mill Creek
Bens Creek
Little Stone House Creek
Butterwood Creek
Poe Creek
Deep Creek
Quankey Creek
Chockoyotte Creek
SHEET 5 OF 5
Project Development and Environmental Analysis Branch
Scoping Information Sheet
TIP No.: R-2587/R-2581
WBS No.: 3447
Federal Aid No:
Iii vi si nn
NHF-158(24) &
NHF-158 19
4and5
Sent Date: January 8, 2007
Revision Date:
Meeting Date:
County: Halifax and Warren
R-2587: US 158,1-85 (Warren County) to SR 1405 (Roanoke Chapel Road) east of Littleton
(Halifax County). Widen to multi-lanes with bypasses of Norlina, Macon, and Littleton on new
location.
R-2581: US 158, SR 1405 (Roanoke Chapel Road) east of Littleton to I-95 in Roanoke Rapids.
Widen to multi-lanes (Halifax County).
US 158 has been identified as a Strategic Highway Corridor. It is a key connecting route between
f-85 and I-95 and is of regional and statewide importance. Improvements to the route are needed to
fulfill the Strategic Highway Corridor vision for the road and to accommodate economic
development efforts in Warren and Halifax Counties.
Metropolitan / Rural Plannina Organization Area:
NEPA/404 Merger Candidate?: Yes
Feasibility Study Completed?: Yes
Kerr Tar RPO (Warren County)
Peanut Belt RPO Halifax Count
No Not sure
No February 26, 1998 Date
Type of Environmental Documents to be Prepared / Project Schedule:
Type: Dates:
Environmental Document: Draft EIS
Final EIS
Record of Decision
Right of Way:
Air Quality Status:
Let:
Non-attainment
Earl 2011
Earl 2013
Late 2013
2012 (R-2587)
post year (R-2581
post year both projects)
Maintenance Attainment
SHEET 1 OF 4
Design Criteria:
Length of Project Limits:
Type of Access Control:
(Existing / Proposed)
Structure Inventory:
R-2587; 26 miles
R-2581: 15 miles
Existing: no control of access
Pro osed: partial control of access
Functional Classification: Principal arterial
Strategic Corridor Information: These projects are included in Strategic Corridor
37 (US 158 from Winston-Salem to Nags Head).
The Corridor Vision for US 158 for these projects
(from I-85 to I-95) is a Freeway facility.
CTP/Thoroughfare Plan
Designation (Facility Type
Roadway Typical Section:
(Existing / Proposed)
Existing: two-lanes
Proposed: four-lanes with paved shoulders and a 46-foot
wide grass median
Typical Section in Compliance with Conformity Determination:
Yes ? No
Right of Way_:
(Existing / Proposed)
Existing: varies (60' -100')
Proposed: 250'
Existing Posted Speed: 25-55m ph Proposed Design Speed: 60 mph
Traffic (AADT): % TTST:
Current Year: (2004) 720 - 26,000 % Dual:
Design Year: 2035 % DHV:
Design Standards Applicable: X? AASHTO 3R
Railroad Involvement:
Seaboard Coast Line Railroad runs parallel to US 158 from east of Norlina (near SR
1314) to just west of NC 903. Widened US 158 may encroach on railroad right of way.
R-2581 and R-2587 may involve design and construction of new track, possibly outside
the existing railroad right of way.
SHEET 2 OF 4
Cost Estimate: Construction: Right of Way: Total Cost:
TIP Estimate:
Current Estimate:
$88,000,000 $18,625,000 $106,625,000
(R-2587) (R-2587) (R-2587)
$58,300,000 $28,100,000 $86,400,000
(R-2581) (R-2581) R-2581

SHEET 3 OF 4
Natural/Human Environmental Information:
The USGS quad maps through which the project study area cross are (from west to east):
Bracey
Middleburg
Warrenton
Macon
Littleton
"Thelma
Roanoke Rapids
Weldon
Darlington
Named streams on the USGS Quadrangle maps within the preliminary R-2581/11-2587
project study area are (from west to east):
Matthews Creek
Rocky Creek
Fishing Creek
Phoebes Creek
Owens Creek
Horse Creek
Possumquarter Creek
Smith Creek
Cabin Branch
Terrapin Creek
Blue Mud Creek
Malones Creek
Sawmill Creek
Hawtree Creek
Reedy Creek
Sixpound Creek
Walkers Creek
Dowtins Creek
Big Branch Creek
Hubquarter Creek
Big Stone House Creek
Mill Creek
Bens Creek
Little Stone House Creek
Butterwood Creek
Poe Creek
Deep Creek
Quankey Creek
Chockoyotte Creek
SHEET 4 OF 4
US156_Study_area.mxd 10-26-06
I }TIDE
n ? V1 ; ? V? (pad 71 JJ ? l
? ? d V
3

Ul
Co
ca
z
co? +
W
d r
R
5..R X
0
D? S
?c
?q
y G)Q
m ? ? O
D ' N
gv?
9-0
m ?c
Q8N
07 ?N
v- w
?Ln
4l
O
v/ (D
-L n
(Yl P.*
W
3 C
o C?
?Q
?D

Z
NG-4' r
i
o.
J
00
I
1
1
&) r'1'1?
Z _ i
=Mimi le:
US158 Area_Projecta3_Rev.mxd 10-25-05
010 1 1111111
y ? y N ? G ? V ?
d?
tL
0 C

t
u-
A
C4 z
r?
jai
? 3 w
L. Q
(n 0 o
ymcn
?- w
CD
N $'
N y ?
OCn N
ti
Mamma
r?
C
o
co
O (A CD
y CD
O
13
Z' CD
C
SR#1349
SR#f3s
!A ?., c
`?y?4ay ?`w Jl qr'? sRN1s0s s us?e
t"
l ¢? ° ?N
Stansbury Rd Mos6YAvo
rt`
z
uosn0 o - -? Hackett St..'
r
?r x
?ooe9
sit
i
?a??d
US158_Area_Projects3_Rev.mxd 10-25.06
Stansbury Rd csnB e sby
u q^vw
r `'s y
0 ps x
3 m , 1
C C V
3,
CL
90 0{? % u'l ied
I
- sirpmons CrSek Rd
Q r ptl ?emol eild
t ?
uaWReM 7s
p1i4oIDU0
/QarpO I
pl?yCiip? -! JPtl ueeAD 9 eluuo 1 L We/lqd :,? avie
/ e`qa ` Z U
l \ O
/ r
via * Sr?r
?O
'F ~
7 S
O?
z
o
Dmy
?70w
Sw?
CD
N y ?
$jny
y
/C ?
T -4
0.
C
? Nv
N (D
O
1_7
5 m
N C
Q M rF
1 Pb x¢Oe VA 60 U)
Qa
Mee d?
s
txtls ' ? -
F 06
t

i
Ir
y Rd #
L
i
Project Development and Environmental Analysis Branch
Scoping Information Sheet
TIP No.: R-2587/R-2581
WBS No.: 34471.1.1
Federal Aid No: NHF-158(24) &
NHF-158 19
Division: 4 and 5
Sent Date: January 8, 2007
Revision Date:
Meeting
County: Halifax and Warren
R-2587: US 158,1-85 (Warren County) to SR 1405 (Roanoke Chapel Road) east of Littleton
(Halifax County). Widen to multi-lanes with bypasses of Norlina, Macon, and Littleton on new
location.
R-2581: US 158, SR 1405 (Roanoke Chapel Road) east of Littleton to I-95 in Roanoke Rapids.
Widen to multi-lanes (Halifax County).
General Pro ect Need:
US 158 has been identified as a Strategic Highway Corridor. It is a key connecting route between
1-85 and I-95 and is of regional and statewide importance. Improvements to the route are needed to
fulfill the Strategic Highway Corridor vision for the road and to accommodate economic
development efforts in Warren and Halifax Counties.
Metropolitan / Rural Plannins Oreanization Area:
NEPA/404 Merger Candidate?: Yes
Feasibility Study Completed?: Yes
Kerr Tar RPO (Warren County)
Peanut Belt RPO (Halifax Count
No Not sure
No February 26, 1998 Date
Type of Environmental Documents to be Prepared / Project Schedule:
Type: Dates:
Environmental Document: Draft EIS
Final EIS
Record of Decision
Right of Way:
Let:
Air Quality Status: Non-attainment
Earl 2011
Earl 2013
Late 2013
2012(R-2587)
post year R-2581
post year (both projects)
Maintenance Attainment
SHEET 1 OF 4
Design Criteria:
Length of Project Limits:
Type of Access Control:
(Existing / Proposed)
Structure Inventory:
Functional Classification: Principal arterial
Strategic Corridor Information: These projects are included in Strategic Corridor
R-2587: 26 miles
R-2581: 15 miles
Existing: no control of access
Proposed: partial control of access
37 (US 158 from Winston-Salem to Nags Head).
The Corridor Vision for US 158 for these projects
from I-85 to 1-95 is a Freeway facility.
CTP/Thoroughfare Plan
Designation (Facility Type):
Roadway Typical Section:
(Existing / Proposed)
Existing: two-lanes
Proposed: four-lanes with paved shoulders and a 46-foot
wide grass median
Typical Section in Compliance with Conformity Determination:
Yes ? No
Right of Way_
(Existing / Proposed)
Existing: varies (60' -- 100')
Proposed: 250'
Existing Posted Speed: 25-55m ph Proposed Design Speed: 60 mph
Traffic (AADT): % TTST:
Current Year: KI 720 - 26,000 % Dual:
Design Year: % DHV:
Design Standards Applicable: AASHTO 3R
Railroad Involvement:
Seaboard Coast Line Railroad runs parallel to US 158 from east of Norlina (near SR
1314) to just west of NC 903. Widened US 158 may encroach on railroad right of way.
R-2581 and R-2587 may involve design and construction of new track, possibly outside
the existing railroad right of way.
SHEET 2 OF 4
Cost Estimate: Construction: Right of Way: Total Cost:
TIP Estimate:
Current Estimate:
$88,000,000 $18,625,000 $106,625,000
(R-2587) (R-2587) (R-2587)
$58,300,000 $28,100,000 $86,400,000
(R-2581) R-2581 R-2581)

SHEET 3 OF 4
Natural/Human Environmental Information:
The USGS quad maps through which the project study area cross are (from west to east):
Bracey
Middleburg
Warrenton
Macon
Littleton
Thelma
Roanoke Rapids
Weldon
Darlington
Named streams on the USGS Quadrangle maps within the preliminary R-2581/R-2587
project study area are (from west to east):
Matthews Creek
Rocky Creek
Fishing Creek
Phoebes Creek
Owens Creek
Horse Creek
Possumquarter Creek
Smith Creek
Cabin Branch
Terrapin Creek
Blue Mud Creek
Malones Creek
Sawmill Creek
Hawtree Creek
Reedy Creek
Sixpound Creek
Walkers Creek
Dowtins Creek
Big Branch Creek
Hubquarter Creek
Big Stone House Creek
Mill Creek
Bens Creek
Little Stone House Creek
Butterwood Creek
Poe Creek
Deep Creek
Quankey Creek
Chockoyotte Creek
SHEET 4 OF 4
US158_Study_area.mxd 10-26-06

G
z
m
o g e W
gn
0
D
v,
N G)`Z
05 ?1 O
Q?y(A
y 2 d
Og
9-0
CD ? c
rn ?
8N
Of n W W
v-
N
O
Cl)
J n
ul
W
3 C
o t7
Po
N
-n
co
C
J
(D
l
f
l i

-A
j
r
Cpl '$ v

SR#
St Rd 17
0 t

r
w
J
0
-Ph

I1J11
9? tote
C 41 1

1?8
IS"-t- Road•4301 'v
I ?( M ? I I III ?

JJ
US158_Area_Projects3_Rev.mxd 10-25-06
C n 8 is 8 a
y
so
Ear
m
z
to
N Z a N
>
05 Dmm
d
mow'
N ? C
y
ro
02
? (n ? N
so I
C
V1
O?
n• Q
Fm*
0,w /?
D V/ \V
rh
W
O
13
-n
C
d c? ?
r-
1
A .-

a 011",
Pd
Seamen Rd

?, ??Gip 9ZZL#!!S
4
f?,...ytlTlyL
/ v
ti ? t
- ' `v t z
?`O7
, °oj? s
ds ova
1. 60p?ds Q
?t.n#>is o`z?tt

°? PenyTo wn Road
'Cllr#>.iS
?? (f
v
a 4 ?' Snow Hill Rd --
U
} 1
Division St
Hawlu
g' ti '' .
7-
o
o, a ?
f
114
M NM
ainS,,m?
i.. aaSr ,
r
N
? wc?' s9ar \

ON
J
i, Ii Ili lC?

9L#>!S oar BG x133? ?, (
PoN'ell Mills ??••.- ? (? ? ? ? ? I ?? ? ?i I
Rd \. m x?3, 1
rY ,
BO£1# S 9
? y y J
Sgx/5 t? SR#1307
Pon \
40 d
r i CO) H' BI Rd? a? St
01
71
\r OtyB
?
\, ? $ Rd ? a ? 6? ? pd\\??p
y -,..
_... i r b 9051#tlS g n
Sqx a ., vq '?
006
i
_ _ - r -,?
hap\\ 0
7
? ?. ! Sqx I y N , o ? cb
'Nis m S J ?W 1'? ?. ? _ p ? ?'?o C gay3 a
Cobna,. -

'9 s
a

SR#1349

.. ? a w

q y ,
6
SR#15 Sqx, 0
6
O?? 09
?
Qa a5 ( pd logi¢H wed ?7 ,,
S
Stansbury Rd `

\

•
?
Mostiye
/
_ .
?lgu W
osn6i03 m c
Hac'kett St

?
; ?
m p e
d?
,?
- drS.
N je9
IP oo
Weavers Cha

fT
2 I?
US158_Area_Projecis3_Rev.mxd 10.25-08
Stansbury Rd 1 ?' ?'4'a \ MosbYAv s'. Ecf°O Fleming • airy Rd } Or ?N
O, I I I 1 i 1 m, `, a1i nBied r^.. •,'-yam
- - \ r 1$ uos x Hackett St od I i ._../'- N^
_ s
53' 2 "'t v bf / ! p For 9?
C ° ?WY O? N / Q?_.. ?•? ail
I I _ M Weevers chapel - i pJ( ti t?
d Pd SO 1 3 "ym od Dr
CIL -- aU/ _ S {y Oj fD (D 0
eOPP9audk - l Mn "9a Q
1
Li
J?s111? d
-YRd>
Gl 9 ?C S t m Shore qd t
IIIA
z
W Z c?? N
?3?7(D
'ow
o? o
y ?Q
to ? o
D rn )
?Inm
?v;
W ? C
N y ?
102 ? N
N
n
'C ?
CD
CI)
3
O?
O
3 CO U) m
O
m
cfl m
C
;r
Shnm<
,l
?y? ,. i/Pd uGBJ!
f ,?`g Aa1
Hedga th Rd
t-9$
?o
a C
Pd >feaJ? 1nw 4
r
a tads ?
" . s oa wct4
P?eu?,?BJO ?• 1
-Ab
W
.ph
C1 t 1r ??oa,?
6
N
?a
° C
m r OCO w
pp
DZ m0
7 N :_ ,' F/fir
^'?? - bf Im
3 C 7
-- l ? A
k N

Pad
m
W
-Ph
tD
9
r? 1_
ei omo9 _9ar.pik,

- ---- -------------
? ?n rc?
173 -fib 3-- l -
-d_ - T- --
It??y Cf eye. ? -
---- - - -Rom- - o ? --- - - - ---- ---

2e-JJy Cr?e -k
3 -1170
J - - ---- C
®or:9 o0'®®963a(3 019306

2 g - 7q_ ZS- Z C - ii?5c•?- - - -- ?S_ - 7?_Z S-

LA u t C?Ee -

7??i? - - - - - - -- ----- - - ---- - o? 0 - - - - -
- - ------------
,! 5?0,7e f7 f! e c,.-,,tk
-2 3 1,T
--- - C-- - - -
-- -- - ---23 -?? - -c --
__/??f - - 4 -- --- --------- - - - -o - - ----

Z 7q z.?- G ivs
S - - -- 2- 7 zs? -- - - - --

- RV
Cle-ek
i
-- -- ll(?d --? ----- - - - - - - RaA (5 7 -- - -
?( / ? sf
i !DC_ 0 Cr ?/-e-? S Gtr
?(Q?Vx I ?,wa; ?,oy