20090261 Ver 1_Application_20090313

From: 252 830 3341 Page: 2/4 Date: 3112/2009 9:42:46 AM
Wit a
STATE Of NORTH CARObTNA
DEPARTMENT OF TRANSPORTATION
mvp.w1Y PTa.wp
GO VSANOA
EUGENE A. CON- fT JR.
SECMTARY
Fel)rua>.ry 23, 2009
U.S. Army Corps of Enoeers
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
Attention; Mr, William Westcott
NCDOT Coordinator
Dear Mr. Westcott:
Subject Application for NWPs 14 and 27,401 Water Qp-,Jity Certifications 3704 and 3689,
and. Neuse River Basin Riparian Buffer Certification for NCDOT Project
NC 43 Road Widening from NC43/US264 to US13/NC11 (Memorial Dtive),
STTP U- 5018A, Division 2, Pitt County. WBS Element No, 4.1431.33
'Pie North Carolina Department of Transportation (NC-007) proposes to widen NC43 froth.
US264 to US13/NC11 (Memorial Drive) near Gremsville in Pitt County. The purpose of this
application is to request permit approval for unavoidable in7pacts that will occur to jurisdictional
resources. Trrmpacts will occur to Flarris Mill Run and associated, wetlands from removal of an
existing Culvert and from constrtiction of piers for a new bridge to span the stream. '],able 1
provides a summary of the permanent impacts to jurisdictional stream, wetland, and riparian buffer
resources.
Table 1. Turisdictional Resource Impact Summary
Im acts

Pennanmt
linear feet
Permanent
acre Permanent
Zone 1*
(square feet Permanent
Zone 2*
(square feet
Perennial Strearn 90 0.032
Wetland. 0.028
Ri arian Buffer 7,427 5,700
*Zone 1 and 2 riparian buffer impacts are allowable without mitigation as described in
15.A NCAC 02B 0259 (6).
WLIM eDDRM: TELEP( ONE; 2$2-63043490 LOCATION;
I aS FAcT ,us Ho WAY X 33) FAk 282-930.3341 105 NUTA31US Highww (NC 33)
GREBA&LE,NO 27834 Gradmilla,NO M34
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From: 252 830 3341 Page: 314 Date: 3112/2009 9:42:47 AM
Februwuy 23, 2009
'age 2
The project is separated into two phases and roadway improvements associated with the phase
identified as STIP U-5018.Pf`, From US264- to S's Barbeque Read, will replace the existing 84 foot
long culvert; on Huris Mill Win with a new bridge to span the stream. The roadway improvements
will also widen the existing two lane section of NC43 to a four-lane divided roadway with a shoulder
section along this section of the project, The U-5018A section covered by this permit, application is
aal. n A -14 t,,,'" /*%.4 ;e_ ortrartirtpt? i"ne tprr;nrr fn nrtnlim- 2nt19_ Improvements for the
phase identified as U-5018B, from B's Bart>eque Road to Mernorial Drive, are scheduled for letting
in June 2009 and will not impact jurisdictional surface water resources. 't'he entire project qualifies
under National Environmental Policy Act (NEPA) guidelines for review under a Minimum Criteria
Checklist (MCC), A, copy of ie approved MCC is included with this permit application package.
Mitigation for unavoidable stream and wetland impacts will be provided by omite restoration.
Restoration of the culvert removal site is also expected, to genemtte surplus stream and riparian
buffer rnitiption credits. Approximately 1.60 linear feet of stre2.m channel restoration will be
constructed, as shown in the channel detail plan sheet included in the restoration and. monitoring
plan (attached). In addition, approximately 4,764 square feet: of Zone 1 and 3,235 square feet of
Zone 2 riparian buffer restoration will be installed as pact of the stream channel restoration. A
stream restoration planting and monitoring plan is included with this application.
Utility relocations are associated with the U-5018A JB project area. Relocated. utilities will be moved
to a 15 toot wide permanent utility easement (PUE) behind the NCDOT right-of-way along the
south side of NC43. Any permits required for relocation of aerial utilities will be submitted by the
utility service provider. Subsurface utility relocations associated with the entire length of the project
will be located within the PUE and will be installed using directional bore or other methods to
avoid impacts to jurisdictional stream and wetland resources.
This pcrmit application consists of the corner letter; Pre-Construction Notification (PCN) form, a
project vicinity reap (Figure 1) wtd topographic map (Figure 2); peanut drawings and impact
summary tables; adjacent property owners list and. mailing labels; on-site stream restoration. planting
and monitoring plan; half sire plan sheets; a bridge hydraulic design report, and the approved
Minimum Criteria Checklist. Mailing labels for adjacent property owners are also included for your
use. It should be noted that a Condittiomil Letter of Map Revision (CJ OMR) has been requested
from t]ie Fedee{tl 17-mergency Management Agency (FEN 1A) and we anticipate receiving approval
before construction. Stormwater management will be in accordance with NPDES Permit No.
NCS000250.
Please debit WBS 41431.3.3 in the amount of $240 for the Water Quality Certification and Riparian
Buffer Authorization, If you have any questions or concerns regarding this project:, please contact
Cindy Carr, Mulkey Inc., at [phone] or by email to cc mulkey nc.com. You may also
contact Jay Johnson, NCDOT Division 2Enviroriment-4 officer at [phone] or by email to
jbjohnson titcdot.gov.
Sincerel
Jay B. Johnson
Division Environmental Officer
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From: 252 830 3341 Page: 414 Date: 3/12/2009 9:42:47 AM
February 23, 2009
Page 3
NCDOT Division 2
Attachments,.
PCN Application Form
Figure 1 projectVicinity
Figure 2 Topographic Map
r e=t Drawings and' Impact Summary 't'ables
Adjacent Property O=ers List and. Mail Labels
Stream Resto radon Pbmting and Monitoring Plan and ;Design Drawings
Half Sued Plan Shtetts (11 x 17)
Bridge Hydraulic Design Deport
Minimurn Criteria Checklist
CD witli electronic copies of all documents
Preprinted adjacent landowner mail labels (USACE only)
Copies w/attachments
Mr. GarcyWard, NCDWQ Fayetteville Regional Office
Mr. John Rouse, P. .E., NCDOT Division 2 Division Maintenance Rngineer
NC DWQ, 441 /Wetlands Unit, 1650 Mail Service Center, Raleigh, NC 2760-1654
(5 copies, including CD anal full-sized plan sheets)
Copies w/o am. chments
Mr. Kevin Austin, RE, Mulkey, inc.
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
®Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14,27 or General Permit (GP) number: 3704, 3689
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: NC 43 Road Widening from NC43/US264 to US13/NC11 (Memorial Drive)
WBS Element No. 41431.1.1
2b. County: Pitt
2c. Nearest municipality / town: Greenville
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state
project no. U-5018A
3. Owner Information
3a. Name on Recorded Deed: NC Dept. of Transportation, Div. of Highways
3b. Deed Book and Page No. n/a
3c. Responsible Party (for LLC if
applicable): n/a
3d. Street address: 105 Pactolus Highway (NC 33)
3e. City, state, zip: Greenville, NC 27834
3f. Telephone no.: 252-830-3490
3g. Fax no.: 252-830-3341
3h. Email address:
Page 1 of 12
PCN Form - Version 1.0 November 2008 Version
Section A. Applicant Information, continued
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: Mr. Jay Johnson, Environmental Officer
4c. Business name
(if applicable): NC Dept. of Transportation, Division 2
4d. Street address: 105 Pacto?us Highway (NC 33)
4e. City, state, zip: Greenville, NC 27834
4f. Telephone no.: 252-830-3490
4g. Fax no.: 252-830-3341
4h. Email address: [e-mail]
5. Agent/Consultant Information (it applicable)
5a. Name: Cindy Carr
5b. Business name
(if applicable): Mulkey, Inc.
5c. Street address: 6750 Tryon Road
5d. City, state, zip: Gary, NC 27518
5e. Telephone no.: 919-858-1871
5f. Fax no.: 919-851-1918
5g. Email address: ccarrCa mulkeyinc.com
Page 2 of 12
PCN Form - November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): n/a
1b. Site coordinates (in decimal degrees): 35.6232138`N - 77.4189328`W
1 G. Property size: n/a acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Harris Mill Run
proposed project:
2b. Water Quality Classification of nearest receiving water: C - NSW
2c. River basin: Tar-Pamlico 03-03-05
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
NC 43 is an existing 2 lane road from US264 to approximately Paladin Drive and is a 5 lane curb and gutter roadway
from Paladin Drive to the project terminus at NC 11 (Memorial Drive). There is an existing double box culvert under NC
43 at Harris Mill Run. Existing right-of-way on all sections is 100 feet. Current land use in the study area is a mix of
undeveloped property land land developed for residential, commercial, industrial, and agricultural uses. The primary land
use in the project location is commercial development and residential housing.
3b. List the total estimated acreage of all existing wetlands on the property:
0.12 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,872 LF of perennial streams; 116 LF of ephemeral streams on entire project U-5018A/B
3d. Explain the purpose of the proposed project:
The project purpose is to widen an existing two lane section to four lanes; make turning movement improvements
along the existing four lane section; and provide additional paved shoulder width for bicyclists and pedestrians.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project is separated into two phases of work, U-5018A and U-50186. The U-5018A phase three sections which are
described as follows:
U-5018A is one section from US 264 to SR 1204 (B's Barbeque Road) and will be widened from the existing two lanes
to a four-lane divided roadway with a shoulder section. The roadway sections will consist of 12-foot lanes, a 16-foot
median, and 8 foot shoulders, of which four feet will be paved. The horizontal alignment will be shifted to construct dual
cored slab bridges to replace the existing box culvert at Harris Mill Run. Section 1 will be constructed as TIP B-5018A
and is included on this permit application.
U-50188 is divided into two sections. The first section is from B's Barbeque Road to Paladin Drive and will be widened
from the existing two lanes to four-lane divided with curb and gutter. This section will consist of 12-foot lanes, a 16-foot
median, and an 8 foot berm. There are no jurisdictional resource impacts on this section.
The second section of U-5018B is from Paladin Drive to NC 11 (Memorial Drive). This section will be converted from
an existing five-lane curb and gutter to four-lane divided roadway. Existing curb and gutter will be retained. This section
will also retain the median and lane widths will be designed to fit accordingly. There are no jurisdictional resource
impacts on this section.
Sidewalks are not included as part of the project, but the berm width in U-50188 will be wide enough to accommodate
a future sidewalk. Widening will be symmetrical throughout project limits except for the area of the stream crossing. The
Greenville Utilities Commission will move existing electric utilities to a new permanent utility easement on the south side
of NC 43. A temporary causeway will be used along the left bank of Harris Mill Run during construction of the interior
support piers.
Typical roadway construction equipment will be used, which may include dump trucks, backhoes, bulldozers, cranes,
and paving equipment.
Page 3 of 12
PCN Form - Version 1.0 November 2008 Version
B. Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type ? Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Mulkey Inc.
Name (if known): Brian Dustin Other:
4d. If yes; list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID 200702579, dated August 9, 2007 (expires August 9, 2012).
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Emergency repairs were made in 1999 at the Harris Mill Run culvert under NW3 following Hurricanes Floyd and Dennis.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
See 3e above.
The project will be constructed in three sections. This permit application is for unavoidable impacts to jurisdictional
surface waters and associated riparian buffers occurring in U-5018A. The U-5018B phase will not create any
jurisdictional surface water impacts.
Page 4 of 12
PCN Form - November 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of Type of wetland Forested (Corps - 404, 10 Area of impact (acres)
Permanent (P) or impact (if known) DWQ - non-404, other)
Temporary T

W1 ®P ? T Interior
Piers Freshwater
emergent marsh
? Yes ® No ® Corps
? DWQ
0.017
(Bridge)

W2 ®P ? T End
Bents Freshwater
emergent marsh
? Yes ® No ® Corps
? DWQ
0.011
(Bridge)
W3 ? PEI T ? Yes ? No ? Corps
? DWQ
W4 ? P ? T ? Yes ? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? No ? Corps
? DWQ
W6 ? P ? T ? Yes ? No ? Corps
? DWQ
2g. Total wetland impacts 0.028
2h. Comments:
Impacts at W1 include 0.012 acre of fill and 0.005 acre of mechanized clearing (Method II without grubbing).
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
number - impact intermittent (INT)? length
Permanent (P) or (linear feet)
Temporary (T)
S1 ® P ? T Fill Harris Mill Run ® PER ? INT 30 14
S2 ® P ? T Fill Harris Mill Run ® PER ? INT 30 44
S3 ® P ? T Fill Harris Mill Run ® PER ? INT 30 32
S4 ?P?T ?PER ?INT
S5 ?P?T ?PER ?INT
S6 ? P ? T ? PER ? INT
3g. Total stream and tributary impacts 90
3h. Comments: Permanent impacts = 90 LF. The existing doublebox culvert will be removed and the section of Harris Mill
Run at the culvert will be restored. The fill material at the culvert will be removed to restore floodplain capacity under the
proposed bridges. The channel reach upstream of the existing culvert will be used as an on-site reference for channel
restoration design. Stream restoration is expected to generate approximately 160 linear feet of mitigation credits that will be
used by Division 2 to offset unavoidable impacts for maintenance work located elsewhere in the Division. A restoration
monitoring plan is attached to this permit application.
Page 5 of 12
PCN Form - Version 1.0 November 2008 Version
C. Proposed Impacts Inventory, continued
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number waterbody Type of impact Waterbody type Area of impact (acres)
- Permanent (if
(P) or applicable)
Temporary T
Of ?P? T
02 ?P?T
03 ?P?T
04 ?P?T
M. Total open water impacts
4g. Comments:
There are no open water impacts.
Page 6 of 12
PCN Form - November 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance Measures: Six perennial streams, one open water pond, and four wetlands were delineated in the project
study area. Project construction will avoid impacts to five streams and all open waters. Bridge piers will be installed using
a crane located on fill material and will not be located in stream or wetland areas. In addition, utility relocations will avoid
jurisdictional resource impacts. The project will replace the existing culvert on Harris Mill Run by building a new bridge on
new location that completely spans the stream.
Minimization Measures: Wetland impacts have been minimized to the extent feasible, with impacts occurring only
where bridge bents and piers are required to support the structure. Stream channel impacts on Harris Mill Run will occur
from removal of the existing culvert. However, impacts will be minimized by restoring and stabilizing the channel to match
existing upstream and downstream elevations.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimization includes use of the existing roadway to maintain traffic on-site during construction of the new bridge.
Additional measures to minimize potential stream impacts include, but are not limited to, provisions for waste materials
and storage, stormwater management measures, and appropriate road maintenance measures. Silt fencing will be
constructed around the wetlands in order to protect them during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: n/a
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm, cool, cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h.. Comments: Restoration of the Harris Mill Run channel after removal of the existing culvert will generate stream
mitigation credits for future use by NCDOT Division 2 to offset stream impacts from future road construction activities.
Page 8 of 12
PCN Form - Version 1.0 November 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? ® Yes ? No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No
2b. Is the project subject to General Certification 3704 or 3705? ® Yes ? No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW
? ORW
If so, attach one copy of the approval letter from the DWQ and one copy of the ? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project? Greenville/Pitt County
3c. Is this local government certified to implement a state stormwater program? ® Yes ? No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. Information Re uired for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? n/a
4b. Does this project contain any areas that meet the criteria for "high density" per El Yes ® No
General Certifications 3704 and 3705?
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
Site is a roadway facility constructed within right-of-way and is subject to the approved NCDOT Statewide NPDES Permit.
4d. Has a completed BMP Supplement Form with all required items been submitted ? Yes ? No
for each stormwater BMP?
Page 10 of 12
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
n/a
Page 11 of 12
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information, continued
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ® Yes ? No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program Virtual Workroom and Agency scoping letter comments from the US Fish and Wildlife
Service. In addition, a mussel survey was conducted on April 17, 2007 and results show suitable habitat does not exist at
the project site for protected mussel species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem website and Agency scoping letter comments from NC WRC and USFWS.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ? No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Agency scoping letter comments.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: A request for Conditional Letter of Map Revision (CLOMR) has
been submitted to FEMA.
8c. What source(s) did you use to make the floodplain determination? The most up to date NC flood map information was
used for hydraulic analysis.
10, y ? a LAS 4-1••
Q-, cz,-4?
Applicant/Agent's Printed Name pli nt/Agent's Signature
Y
(Agent's sign re i ali only if an authorization letter from the applicant Date
is provided.)
Page 12 of 12
PCN Form - November 2008 Version
MULKEY
cq?l
Project Vicinity
NC 43 Road Widening U-5018
From US 264 to US 13/NC 11
Pitt County, NC
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Figure
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angles: 4,500 6,000
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TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE
STREAM & WETLAND IMPA
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PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-5018A 0.851 MILES
LENGTH STRUCTURE TIP PROJECT U-5018A = 0.036 MILES
TOTAL LENGTH TIP PROJECT U-5018A = 0.886 MILES
?r
GREENVILLE
Prepared In the Orflce or:
-?-MUL-K i
ENGINEEnq & 0DWSULTANTE
NORTH CAR INA D a FOR TRANSPORTATION
7Ao6 SrwmAAD SmcmcWONS
RIGHT OF WAY DATE: TIM JORDAN, PE
PROJECT BNGINEER
LETTING DATE: JEFF BECK. PE
HYDRAULICS ENGRU:ER
AUGUST 19.2008
NCDOT CONTACT: JOHN ROUSE
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U-5018A 1 8
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STREAM & W ETLAND IMPACTS
f F DENOTES FG-L IN
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N
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28
MARION ERNEST TAYLOR MOSIER
21
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28
MARION ERNEST TAYLOR MOSIER
BM°5
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53.38 LEFT
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TOE PROTECTION
SEE DETAIL E -
EST. 130 LF PSRM
EST. 90 SY FIL. FAB.
'JAL DITCH
DETAIL A

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28
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3
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JULIAN W. RAWL
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SEE DIET

CLASS B RIP RAP \
EST .3 TONS
EST: 10 SY FIL FAB?
BASIN
SHEET 2-R
GIN EXP. GUTTER 35
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PUE PUE w_,1
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JULIAN W. RAWL
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DETAIL J
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PROJECT REFERENCE NO. 4 of 8
U-5018A
DADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER

INCOMPLE E P9,eAN9
DO NOT URL FOR /W ACQUISITION
PRELIMIN RY PL?N?
DO NOT USE FO CONSTRV(TION
FOR -L- PROFILE SEE SHEET 9
O
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?qI F SEE DETAIL
-WE 8
If RIY NAY; Jto
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1(
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30
DOROTH Y N. SATTERFIELD
CLASS IRIP RAP
(STRUCTURE PAY ITEM)
4
REMOVE BASTING CULVERT
AND ROADWAY EMBANKMENTS
(STRUCTURE PAY ITEM)
S
b
CLASS 8 RIP RAP
EST.2 TONS

x
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j SEE DETAIL SHEET 2-
T TS [
6
B-E
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sI ?.. 35
THE COVENGTON GROUP, LID
NOTE: ...__`::?..
PROVIDE 4' CIRCULAR DECK DRAINS
AT 6'O.C. ACROSS THE ENTIRE
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COLLECT DRAINAGE INTO A 15' U.V,
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DETAIL 7
PROPOSED CHANNEL
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28 SEE DETAIL A
MARION ERNEST TAYLOR MOSIER
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30
DOROTHY N. SATTERFIELD
CLASS IRIP RAP
/'(STRUCTURE PAY ITEM)
PROJECT REFERENCE NO.
U-5018A 5 of 8
OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER

INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMINA RY PLANS
DO NOT USE FO R CONSTRUCTION
FOR -L- PROFILE SEE SHEET 9
Sb
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EST.2 TONS
EST.7 SY FIL FAB RETENTION BASIN
SEE DETAIL SHEET 24
TO,
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DETAIL ?
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ROADWAY DESIGN HYDRAUDCS
ENGINEER ENGINEER
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GRAPHIC SCALES

25 0 50 ldd
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ACT 2007 = i9,?00
LENGTH ROADWAY TIP PROJECT U-501 8A .851 MILE Prepored In tte Office of.

4-MUL-KEY
11
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NORTH CAROLINA
EPARTMEXr OF TRANSPORTATION HYDTtAULT ICJ EKIGINFER DIP'ISION OF IIIGII' AY

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PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES ADDRESSES
26 Julian Rawl 103 Magnolia Crook Dr, Groenville, NC 2783
25 Julian Rawl 1705 River Drive, Greenville, NC 27835
35 The Cevengten Group W. P.O. Be: 3075, Groenvill% NC 27836
30 Dorothy SatterfielJ 2680 W Fifth St., Greenville, NC 2783
28 Marion Ernest Taylor Mosier 2944 NC 43 N, Groenville, NC 2783
Clark William Hunter 200 E Arlington Blvd, STE R, Greenville, NC 27858
Vance S, Harrington 4221 Winning Branch" Close, Winter.ille, NC 28590
General Utility Company P.O. Beg 574, Dunn, NC 28335
U5018A_hyd_prm_wet_permits. dgn 1/22/2009 4:12:54 PM

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- ~ ~ . PROJt_CT Ri=1=Ek1:f~CE iJ0 ,
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' a r~ 3.52 MI? Sour USGS QUAQ NAPS Char~rat~r _,.RURA~ ROLLING MILLS Hlstorlcal Road Infarl~a~tlon: NQ RECORD OF QVERTOPPINQ ~ ~r~aiiz ~aa( l+~~th~d _US05 :RURAL REGRESSIO ..u.. Y 9 ran ge rs_ URAL REGRESS30r~ EOUA3'(0'~l5, FACT SHEET oo7-ao _ R(Ve,.- Bt~~in, ~"~R-PAMLiCQ 1-lYriR~ULfCS f _ _ . EI~IGi,'~IEcR
' i 1'arlod ofi 1 !a &t f5uch as Tr~,~rf, R# h fluollt~ Yt~ater s~r;l ....i.;NSW Date....7/07..,,_Ele'v,.N/~._,....Est,Freq._._'"_.. 5ouraeLOCAL,RES1l7ENT/NCDOT-~1AIhl7ENANCE Knawl ~__YRS. - trea C S f{~~i4n 9 ~ 9~ig~a C~y>~roul#r, Dssigrt ~tfl'~'iti0[f,,..h~C-RAS 3.1,.E <I .C-Rd.s 3. 1.3. - - ii.k~ r~^~r,77 I T ~T/ gg3~:` J ~ x~. ef~,R ,
EMPLOYE lat,r I©C~ a~ Q BR/Q TOTAL. tt,,n jf~ { :!'t f. ~ '.w` l_. A ~ 1 1 ~ ~ i~ i L ~ ~ A a ~ tR?E D ~R/Q TOTA4 fYV I VI QI _....,.Ex3stin9 €~r ~poserl----:.. ,.-,_,~r?dga flpenli~ct , ~ ~j ~~~°~'t~~~~~~~s~~as~; ,
1 2 &t 8' x $ RCHL' .7107 , [lQ'~ti an Exlstfng S'ft'uctur6._ . Datar-- E,lev...?~.;.....Esfi.Frvgi-).i0 ~fRSauf`G~~._._.-----RECENT.DRII:T.. Y,nc~yl~:t#~p......, ~lf~ods Evaluated: Frsq: icfsf ices) ~lev f-F~? Elev (t-t} Elav {-~#t i~ackwa;fi~l~ ValocE#y tfips) ~~e2 has ~~~A
NONE NONE NDN 128 SF Hlsforical Scour Infia. ~ G, t'~ t-al_.,. Contrda'tlc~i~ L~Caf ~ N1a`srway Opening „ ~ ~ $ IO~YR ~#lCl A1Q.. f -~r~at~ GressEn .8(~ae Line ort U~~ ~ ~ ~
_ ~.l"0__/ ?lIt)w._~. _w._Zf_8..._- --27.0_, 27.1__.,.. _,..2.9 ~t~Yt' ~
~ 0.~0f. USGS QUAD MAC ~ ~ (7/ 13/U7# - r r ! Down Sfr`eam ...~~_5TRUCTtJR'f-~.~,~'X.6'RC~C-ON-US.HW:.26~;.l.aco.tad_-I,~.. CliannelSk~p~ ~~2WCGe,...._..,._...,......,..,... ~arma('~4~'ar"~ii~fa.~.e ~Pev, . K_v l~q`Fq or7 Si~ru~fu as Jp 9nd .2~ ,R 6DD 600. 6DD _27'i*.,, 28. C 27 9 X3.2 2.9 ~3°SI: ~ I~~ ~ ~ ;
Mlles LES of PraJact, Waterway Opening -96 sf DS STRUC~URE:CONfL11ENUE WITN TAh-RIVER Manning's r~ 7 Le'f~ O,B, ..4.15 Channel ..x_05... R1gh"t O.B, ~.l5.. Soy!-oe.y,._`IELL~ RED/IEW ~D~SIGN `tEdf~ 50-1'P, . ` , 4`V II,III~ :1Vr Crossin ti'.'i#f-,tn 0.5 m ~ ~ ~
" 750 ~ _ 28 28.4 2s 5 OY W~ . Cr-1 tfcal Ars~r ~ ~ ~ 2 ~.9
~ Li~iITED pEl"AILED STl1bY / 20NE AE -log., ~ NOtl ....___,,..,..,,,t.....,,.-~ .._..,.._,..t~ ~fofld ~tud~ S'ta~urs r .uwgJ Esicibilsh"edI 1Bk~ FLGOD) lOU-YR 955 555 ~~s _.30.0 -.29.1:....-_,_ _ 3.1 RQ_~' DW~Y RITE~Aa `
' r ~ - ~ R SF/ N/'A land S . p(schpr e 955 c. s • W 5. ~ #~/A - o:fiw ~I/A r ~ ~ ~ ~ ~ f ~
Da~lgn Control F~~v. _30,0,-(wX,.100-YR,WSELi._. Waterway Opening (J5!DS),_„_,,.,_ .................~L..~.;,. F tub 1t7~ yt' 9 f Eleu;:Ylfth Floadwr~ay.........4~~10.~4if F(~ a~-----..... ~NON-ENCI~QACHMECV~IOU-YRy, y955 955 k 9~, ~ ~~5 - ~~u,T~ t~E~lar~ATiarl- Y~.S N~1 ~Oru~ x 1 30.7 29.T~ .i.A
l Gdg~ Statlan No....::,,-.PIONE... Perlod 4f Records ..._...._..._...~./A $encl~ ~arlt `Ts . RM . 5,..8~.- SxA 54 50.Ba, 53.38 LEFT ~4rlar'lat I<~rbt~~ IS00 ~ 1500 _3t~_2_ _ 33.5_,,... __~0.4...__ ._..3.~ Aric~rictlRt~r~l ~ .
- A - - ~~f~,~11: , i
" hoax, Disolla' e NiA......... C.f.s, Cate ._..~l~_ Fro uena H/A.......,. - fN2469663.330,-F6857DO..3790) . Efe~t.. X5.54 Dt~'hut~i.,~,, ,VQ,~R.... a -"•k" ~ ~ Pi?opose~ Waterway "~Jpening Provid9d,_,;;~; Provided:- . _ 3(740_ FT ~ . _ . - - - _ Bel4vx lOO--year ~~EL~ 3 10 F~ ~ F ; _ Ufa X~" _ Si~~E:~~~'~~®~I~"~~;
Bad Matarial MUCK STABLE. W/ VSGETpTI01r ANp ~iEpIUM I~r~~" C~si~~ll~lan - Average ChannelVelael~y 1Designi...9,9.~? ~sic~N - - _ 4,9. ~a5 _ . - - Average Overbar~k V~l~~i'1'~ "Ee;~,~r#1 _ . t?.7 FPI~ I c# H*~'°~~~u ~~ItE l~ast~i ~~c~~~•-ed'~ ~ l~l
i SIZEO TREES _ u. Asa 1l?'l'I'~TpCf~~,
Debris potentlo~,al .__,:.._,."MODERATE.,, HO~#EVER, NON-~,NCROACHSIENT WIDTHS HAVE BEN E~T~~t,.ISHED NO%E: kLL W~EL SHOWN iN A~~VE CNART WERE ~E..~E~ART WERc 7-AKEN FROM H'~C-RAS SECT~C}N l
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MINIMUM CRITERIA DETERMINATION CHECKLIST
The following questions provide direction in determining when the Department is
required to prepare environmental documents for state-funded construction and
maintenance activities. Answer questions for Parts A through C by checking either yes or
no. Complete Part D of the checklist when Minimum Criteria Rule categories #8, 912i or
15 are used.
TIP Project No.: 1 NGMA Project No.: U-5018A & U--5018B
Contract No,:1 VMS Element No.: 0202134141431.33
Project Location: The project is located in Greenville along NC 43 from. US 264 to
US 131 NC 11 (Memorial Drive), Pitt County, North Carolina.
Project Description: The proposed project will widen NC 43 from US 264 to US 131
NC 11 (Memorial Drive). It is separated into two parts: U-5018A and U-5018B. Part B is
scheduled to be constructed first. Description of the two portions of the project is as
follows:
Part A extends from US 264 to west of SR 1204 (B's Barbeque Road). Two
existing lanes will be widened to a four-lane divided roadway with shoulder
section. The project typical section consists of four 12-foot lanes, a 17.5-foot
median, and. 8-foot shoulders, of which four feet will be paved. The double box
culvert that carries Harris Mill Run under NC 43 will be replaced with a bridge.
Part B extends from west of R 1204 (B's Barbeque Road) to US 131 NC 11
(Memorial Drive). From B's Barbeque Road to Paladin Drive, the existing two
lanes will be widened to a four-lane divided roadway with curb and gutter. The
project typical section consists of four 12-foot lanes, a 17.5-foot median, and an
eight-foot berm. From Paladin Drive to NC 11, the existing five-lane curb and
gutter will be converted to four 11-foot lanes with a 16-foot median. This section
will retain existing curb and gutter.
The functional classification of NC 43 is Urban Collector. The existing speed limit ranges
from 45 to 55 miles per hour (mph). According to the North Carolina Department of
Transportation (NCDUT) Division of Bicycle and Pedestrian Transportation, NC 43 was
designated as a Greenville Bike Route in the 2002 Greenville Bike Plan. It is listed as
Route 6, River Route Crosstown. The Mountains to Sea route, which is a major North
Carolina Bicycling Highway on NC 2, extends parallel to NC 43 along SR 1401.
Average daily traffic (ADT) for 2007 is 19,700 vehicles per day (vpd). Year 2029 ADT is
projected to be 40,600 vpd.
The proposed base typical section will be contained within the existing right-of-way with
the possible exception of the Harris Mill Run stream crossing. A permanent utility
easement is required for utility relocation. Construction easements will be needed in
08/28108
some areas to contain the toe of fill slopes and ditch back slopes. Sidewalks are not
included as part of the project, however, the berm width in Part B will be wide enough to
accommodate a future sidewalk. The proposed design speed is 50 mph. Widening will be
symmetrical throughout project limits except for the area of the Harris Mill Run stream
crossing. The horizontal alignment will be shifted to construct one bridge to replace the
existing box culvert at Harris Mill Run. During construction, traffic will be maintained
on-site. Estimated construction casts for U-5018A are $8,300,000. Estimated
construction costs for U-5018B are $4,100,000.
Anticipated Permit or Consultation Requirements: Permits will be required for
roadway encroachment into jurisdictional wetlands and surface waters. The delineated
areas where stream and wetland impacts are expected to occur are shown in the Natural
Resource Technical Report (NRTR) on Figures 5 and 5a (see Appendix B).
No permits are anticipated for U-5018 Fart B, which extends from west of SR 1204 (B's
Barbeque Road) to US 131 NC 11 (Memorial Drive). Utility relocation for U-5018B will
avoid jurisdictional stream impacts. U-5018 Part A extends from US .264 to west of
SR 1204 (B's Barbeque Road). Based on comments from Mr. William Westcott
(USAGE) during a July 22, 2008 field meeting, a Nationwide Permit (NWP) 14 is
appropriate for this project, The USAGE issues a NWP No. 14 for linear transportation
projects impacting Waters of the United States, provided that the project is in non-tidal
waters and the discharge does not cause the loss of greater than a half an acre of Waters
of the United States for each crossing of jurisdictional surface waters and wetlands. A
Glean Water Act section 401 water quality certification 3404, which corresponds to a
NWP 14, will also be required, Based on preliminary designs, impacts are estimated to
be less than 0.01 acres of wetlands from placement of bridge bents and 142 linear feet of
existing channel impacts on Harris Mill Run from removal of an existing culvert and
riprap.
According to 15A NCAC 211.0506(h) and 40 CFR 1548.24, mitigation will be required
for jurisdictional stream impacts that are equal to or greater than. 150 linear feet per
stream and any wetland impacts. During a July 22, 2008 field meeting, the USAGE and
NCDWQ agreed that restoration of the Harris Mill Run channel will not require
mitigation but will generation mitigation credit that can be used for another NCDOT
project within the Division. Wetland impacts associated with placement of bridge bents
are less than 0.01 acre and the USAGE will allow the stream restoration mitigation credit
to offset this impact.
Special Project Information-. Streams within the study area are located in the Tar-
Pamlico River Subbasin 03-03-05. The USGS 8-digit hydrologic unit in the study area is
43020103. Harris Mill Run, Schoolhouse Branch, and unnamed tributaries (UTs) to
Harris Mill Run and Schoolhouse Branch account for the surface waters in the study area,
During f=ield investigations, a total of two ephemeral streams and six perennial streams
were delineated within the study area (see NRTR in Appendix B).
08128/08
As of the May 10, 2007 North Carolina Division of Water Quality (NCDWQ) waterbody
classification report for subbasin 03-03-05, Harris Mill Run, Schoolhouse Branch and
their tributaries within the study area have a best use classification of C -NSW. Based on
the most recent waterbody classification data, there are no Outstanding Resource Waters
(ORW), High Quality Waters (HQW), drinking water supply (WS-1 or WS-11), or 303d
list waters within a one-mile radius of the study area.
The study area is located in the Tar-Pamlico River basin, which currently enforces
riparian buffer rules. The 50-foot riparian buffer rules apply to all intermittent and
perennial surface waters shown on either the most recent version of the Pitt soil survey
map or a USGS 7.5-minute topographic quadrangle map. The 50-foot buffer consists of
30 feet of undisturbed vegetation adjacent to the stream with the next 20 feet consisting
of maintained grass or vegetation. Bridges are deemed an "allowable" riparian buffer
impact by the NCDWQ; however, written authorization for the impact is required.
Four species have been identified by the UFWS as potentially occurring in Pitt County
as of May 10, 2007. Natural Heritage Program maps were reviewed on February 7, 2007
to determine if any species receiving federal protection have been identified near the
project area. This map review confirmed that no federally protected species are known to
occur within a one-mile radius of the study area. Currently there is no suitable habitat
present in the study area for bald eagles, red-cockaded woodpecker, West Indian
manatee, and Tar River spinymussel. Therefore a biological conclusion of No Effect was
rendered for all federally listed species within the study area.
Scoping comments received on the proposed project are in Appendix A. Highlights are
provided below. The Natural Resources Technical Report, which includes maps of the
project area, is included in Appendix B.
NCDOT Division of Bicycle and Pedestrian Transportation - Local plans recommend
that NC 43 be improved for cyclists and pedestrians. According to the City of Greenville,
sidewalks are currently planned along the south side of NC 43 from Memorial Drive to
Arlington Street. The City suggests working with the NCDOT to construct sidewalks on
both sides of W. 5`h Street (NC 43) along the curb and gutter section.
NCDOT State Location and Surveys - NC 43 is a major commuter route that also
serves hospital and other medical facilities in the area. Utility impacts are expected to be
low.
Fitt County Planning Department and Development Services - The County would
like to provide input concerning the proposed median adjacent to the County
Administrative Complex located at 1717 W. 5' Street to ensure the design facilitates safe
turn movements for the public entering and exiting the two existing driveways connecting
to NC 43.
08128/08
Noz;th Cat-olina Wildlife Resom ces Commission -- The North Carolina Wildlife
Resources Commission recommends an in=Nvater work moratorium from February 15 to
June 15 to minimize impacts to anadromous fish species.
State Historic Presetwation Office - The State Historic Preservation Office (SHPO)
recommended an architectural survey for time project. An archaeological investigation was
not recommended for the project. A survey for historic architecture was conducted and
findings were reviewed with the SHPO. The project has been determined to be in
compliance for historic architecture under Section 146 of the National Historic
Preservation Act by the SHPO {see Appendix A},
08/28/08
PART At MNUqUM CRITERIA
YES NO
Itettt 1 tci be cornwl o - by the Engineer.
1. Is the proposed project listed as a type and class of activity allowed under ® FJ
the Minimum Criteria Rule in which environmental documentation is not
required?
If the answer to number 1 is "no", then the project does not qualify as a
minhumn criteria project. A state environmental assessment is required.
If yes, under which category? 8
If either category 48, 412i or #15 is used complete Part D of this checklist.
PART B. MIl*41NIUM CRITERIA. EXCEPTIONS
Ifettts -- 4 to be cnitipteted by Me Etzgjkwer. .
2. Could the proposed activity cause significant changes in land use Q
concentrations that would be expected to create adverse air quality
impacts?
3. Will the proposed activity have secondary impacts or cumulative impacts F0
that may result in a significant adverse impact to human health or the
environment?
4. Is the proposed activity of such an unusual nature or does the proposed
F1
activity have such widespread implications, that an uncommon concern
for its environmental effects has been expressed to the Department?
Itetlt ?-$ to he cur lcted by Division Environmental Officer.
5. Does the proposed activity have a significant adverse effect on wetlands; El N
surface waters such as rivers, streams, and estuaries; parklands; prime or
unique agricultural lands; or areas of recognized scenic, recreational,
archaeological, or historical value?
6. Will the proposed activity endanger the existence of a species on the
Department of Interior's threatened and endangered species list?
7. Could the proposed activity cause significant changes in land use LN
concentrations that would be expected to create adverse water quality or
ground water impacts?
08/28/08
YES NO
8. Is the proposed activity expected to have a significant adverse effect on
long-term. recreational benefits or shellfish, finfish, wildlife, or their
natural habitats
If any questions 2 through 8 are answered "yes," the proposed project may not qualify as a
Minimum Criteria project. A state environmental assessment (EA) may be required. For
assistance, contact:
Manager, Project Development and Environrental Analysis Branch
P. O. Box 25201
Raleigh, NC 27611
(919) 733 -3141
Fax: [phone]
PART Cs COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
Iteins 9.4 2 to by c0i11plete"d by Division --Environmentul Officer. YES NO
9. Is a federally protected threatened or endangered species, or its '
habitat, likely to be impacted by the proposed action?
10. Does the action require the placement of temporary or permanent El
fill in waters of the United States? U-5019A
11. Does the project require the placement of a significant amount of 0 L N
fill in high duality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?
12. Is the proposed action located in an Area of Environmental
Concern, as defined in the coastal Area.: Management Act?
Itents,t3 -'.IS to he e o tt,{?leted by the Engineer.
l
h
?
anges
c
13. Does the project require stream relocation or channe
Cultural Resources
14, Will the project have an "effect" on a property or site listed on the El EN
National Register of Historic Places?
15. Will the proposed action require acquisition of additional right of El way from publicly owned parkland or recreational areas? EJN3
Questions in Part "C" are designed to assist the Engineer and the Division Environmental
Officer in determining whether a permit or consultation with a state or federal resource
agency may be required. If any questions in Part "C" are answered "yes," follow the
appropriate permitting procedures prior to beginning project construction.
48/28/08
FART D:( To be completed when either category 9% #12i or 915 of the rules are
used.
Items I6-, 22 to be completed by Division E'n vironrnew(d C?,Oker.
16. Project length:
17. Right of Way width:
18. Project completion date:
19. Total acres of newly disturbed ground
surface:
20. Total acres of wetland impacts:
21. Total linear feet of stream impacts:
22. Project purpose:
0.99 mi. (part A), 1.54 mi.
mart B), total 2.53 miles
100 to 272 feet variable
Part A.- October 2011
Part B- November 2009
3.7 ac. (part A),
0.7 ac. (part B), total 4.4 ac.
< 0.01 acre
142 feet
To add capacity and
improve traffic flaw on
NC 43.
If Part D of the checklist is completed, send a copy of the entire checklist document to:
Don G. Lee
State Roadside Environmental Engineer
Mail Service Center 1557
Raleigh, NC 27699-1557
[phone]
Fax [phone]
Email: [e-mail]
08128/08 7
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