20081757 Ver 1_Application_20081126

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
November 19, 2008
Division of Water Quality Central Office
2321 Crabtree Blvd, Suite 250
Raleigh, NC 27604 081757
ATTN Mr Rob Ridings
NCDOT Coordinator
Subject Application for Tar-Pamlico Riparian Buffer Authorization for the replacement of Bridge
45 on SR 1600 (Baltimore Road) over Fishing Creek in Warren County, Federal Aid Project
Number BRZ-1600 (7), State Project No 8 2410901, WBS No 33355 1 1 , T I P No B-3921
Dear Sir,
The North Carolina Department of Transportation (NCDOT) proposes to replace bndge 45 in Warren
County There will be 7494 ft2 (Zone 1 = 5300 ftz and Zone 2 = 2194 ftZ) of allowable buffer impacts to
Fishing Creek These impacts occur as a result of the installation of the intenor bents, a temporary crane
access mat, and a small section of fill for one of the end bents for the replacement bridge
Please see the enclosed copies of the permit drawings, design plans, and Pre-Construction Notification
(PCN) for the above-referenced project The Categorical Exclusion (CE) was completed for this project
in October 2007 and was distributed shortly thereafter Additional copies are available upon request
This project calls for a letting date of June 16, 2009 and a review date of April 28, 2009 A copy of this
permit application will be posted on the NCDOT Website at http //www ncdot org/doh/preconstruct/pe/
If you have any questions or need additional information, please call Deanna Riffey at [phone]
Sincere
Gregory J Thorpe, PhD
Environmental Management Director, PDEA
W/attachment
Mr Enc Alsmeyer, USACE
Mr J Wally Bowman, PE , Division Engineer
Mr Chris Murray, DEO
W/o attachment (see website for attachments)
Dr David Chang, P E, Hydraulics
Mr Mark Staley, Roadside Environmental
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION TELEPHONE [phone] Or
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 919-715-1335
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER FAX [phone]
RALEIGH NC 27699-1598
WEBSITE WWW NCDOT ORG
Mr Greg Perfetti, P E , Structure Design
Mr Victor Barbour, Project Services Unit
Mr Gary Jordan, USFWS
Mr Travis Wilson, NCWRC
Mr Jay Bennett, P E , Roadway Design
Mr Majed Alghandour, P E, Program & TIP
Mr Art McMillan, P E , Highway Design
Mr Tracy Walter, PDEA
LOCATION
2728 CAPITAL BLVD SUITE 240
RALEIGH NC 27604
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 8 1 7 5 7
ku any par icuiar item is not applicable to tills project, please enter "Not Applicable" or "N/A" )
1. Processing
1 Check all of the approval(s) requested for this project
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here ?
4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
Owner/Applicant Information
Name Gregory J Thorpe PhD Environmental Management Director
Mailing Address North Carolina Department of Transportation
1598 Mail Service Center Raleigh NC 27699
Telephone Number 919-733-3141 Fax Number 919-715-5501
E-mail Address
2 Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant )
Name
Company Affiliation
Mailing Address
Telephone Number
E-mail Address
Fax Number
Updated 11/1/2005
Page 1 of 9
III. Project Information
5
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties Both the vicinity map
and site plan must include a scale and north arrow The specific footprints of all buildings,
impervious surfaces, or other facilities must be included If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
Name of project Replacement of Bridges 45 on SR 1600 (Baltimore Road) over Fishing
Creek
2 T I P Project Number or State Project Number (NCDOT Only) B-3921
3 Property Identification Number (Tax PIN)
4 Location
Subdivision name (include phase/lot number) _
Directions to site (include road numbers/names,
County Warren Nearest Town Warrenton
landmarks, etc ) 401 north to Baltimore
Road prior to Warrenton
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody )
Decimal Degrees (6 digits minimum) 36 36 ON 78 14
6 Property size (acres)
attach a sheet that
OW
7 Name of nearest receiving body of water Fishing Creek
8 River Basin Tar-Pamlico (HUC 03020102)
(Note - this must be one of North Carolina's seventeen designated mayor river basins The
River Basin map is available at http //h2o enr state nc us/admm/miaps/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application The land use is primarily forested and SR 1600 is a rural
local route
Updated 11/1/2005
Page 2 of 9

10 Descnbe the overall project in detail, including the type of equipment to be used
Bridge number 45, which is 124-feet will be replaced east of its existing location with a
new 3 span bridge approximately 185 feet in length A temporary offsite detour will be
required to maintain traffic Heavy duty excavation equipment will be used such as
trucks, dozers, cranes and other equipment necessary for roadway construction
11 Explain the purpose of the proposed work Improve safety and efficiency of overall traffic
operations
IV. Prior Project History
If junsdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn Provide photocopies of previously issued permits,
certifications or other useful information Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable) If this is a NCDOT project,
list and describe permits issued for prior segments of the same T I P project, along with
construction schedules
A junsdictional determination was received for the project on January 2 2002 for one
wetland and Fishing Creek The determination was not renewed based on the avoidance of
the wetland and the stream being aperennial stream Action Id# 200220364
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project Each impact must be
listed separately in the tables below (e g , culvert installation should be listed separately from
nprap dissipater pads) Be sure to indicate if an impact is temporary All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems
Wetland and stream evaluation and delineation forms should be included as appropriate
Photographs may be included at the applicant's discretion If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below If additional
space is needed for listing or description, please attach a separate sheet
Updated 11/1/2005
Page 3 of 9
I Provide a written description of the proposed impacts
Permanent Impacts There are no permanent impacts to jurisdictional streams or wetlands
associated with this project
Temporary Impacts No temporary stream impacts to Fishing Creek will result from this project
Utility Impacts No jurisdictional impacts by utilities will result from this project
2 Individually list wetland impacts Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc For dams,
s aratel list impacts due to both structure and flooding
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e g , forested, marsh,
herbaceous, bog, etc
) Located within
100-year
Flood lam
(yes no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

0
3 List the total acreage (estimated) of all existing wetlands on the property N/A
4 Individually list all intermittent and perennial stream impacts Be sure to identify temporary
impacts Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e g , cement walls, np-rap, crib
walls, gabions, etc ), excavation, ditching/straightening, etc If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acreage, multiply length X width, then divide by 43,560
Stream Impact
Number
indicate on ma
( )
Stream Name
Type of Impact
Perennial or
Intermittent Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 9
5 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U S ) Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc) Area of
Impact
(acres)

Total Open Water Impact (acres)
6 List t:
he cumulative impact to all Waters of the U S resulting from the project
Stream Impact (acres)
Wetland Impact (acres)
Open Water Impact (acres)
Total Impact to Waters of the U S (acres)
Total Stream Impact (linear feet)
7 Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet) Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE
8 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ? uplands ? stream ? wetlands
Describe the method of construction (e g, dam/embankment, excavation, installation of
draw-down valve or spillway, etc )
Proposed use or purpose of pond (e g, livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc )
Current land use in the vicinity of the pond
Size of watershed draining to pond Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts It may be useful to
provide information related to site constraints such as topography, building ordinances,
accessibility, and financial viability of the project The applicant may attach drawings
of alternative, lower-impact site layouts, and explain why these design options were not
feasible Also discuss how impacts were minimized once the desired site plan was
Updated 11/1/2005
Page 5 of 9
developed If applicable, discuss construction techniques to be followed during
construction to reduce impacts
NCDOT has eliminated stream impacts by using a longer bridge that spans Fishing Creek and by
using an offsrte detour NCDOT will also be using Design Standards for Sensitive Watersheds
Buffer impacts were minimized by incorporating directional bore from upland to upland for the
telephone and water utilities
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed Examples of mitigation that may be appropriate and practicable include,
but are not limited to reducing the size of the project, establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams, and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version )
1. Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsrte), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e g , deed restrictions, conservation easement, etc), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
No mitigation is proposed
2 Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
updated 11/1/2005
Page 6 of 9
's
that they are will to accept payment for the mitigation must be attached to this form For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http //www nceep net/pages/mlleurgplace htm If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information
Amount of stream mitigation requested (linear feet) 0
Amount of buffer mitigation requested (square feet) 0
Amount of Riparian wetland mitigation requested (acres) 0
Amount of Non-npanan wetland mitigation requested (acres) 0
Amount of Coastal wetland mitigation requested (acres) 0
IX. Environmental Documentation (required by DWQ)
1 Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land9 Yes ® No ?
2 If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ® No ?
3 If yes, has the document review been finalized by the State Clearinghouse'? If so, please
attach a copy of the NEPA or SEPA final approval letter Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project The applicant must also provide
justification for these impacts in Section VII above All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
1 Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233
(Meuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC
2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify (Tar-Pamlico)9 Yes ® No ?
There will impacts to the buffer from hand clearing for the aerial power lines These impacts
are located in the 16 foot wide utility corridor The utility corridor is perpendicular to the
stream The buffer impacts are exempt since this perpendicular crossing impacts less than
150 linear feet of npanan buffer There will also be buffer impacts from construction of the
new bridge All buffer impacts associated with the bridge are allowable
Updated 11/1/2005
Page 7 of 9

2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers
Zone* Impact Multiplier Required
(square feet) Mitigation
1 5300 3 (2 for Catawba) 0
2 2194 15 0
Total 7494
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel, Zone 2 extends an
additional 20 feet from the edge of Zone 1
3 If buffer mitigation is required, please discuss what type of mitigation is proposed (i e ,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund) Please attach all appropriate information as identified
within 15A NCAC 213 0242 or 0244, or 0260 The utility perpendicular crossing will
impact less than 150 linear feet of buffer making the impacts exempt and the bridge mpacts
allowable
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level
XII. Sewage Disposal (required by DWQ)
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
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application Yes ? No
Updated l l/l/2005
Page 8 of 9
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality9 Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http //h2o enr state nc us/ncwetlands If no, please provide a short narrative description
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g, draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)
As of January 31, 2008, the United States Fish and Wildlife Service (USFWS) lists two federally
protected species for Warren County the dwarf wedgemussel and the Tar River spinymussel
Surveys were completed in June 2002 and August 2007 Neither of the federally listed species
were found Based on the survey results the commitment to Design Standards in Sensitive
Watersheds, and other available information the USFWS agreed to a biological conclusion of
may affect, not likely to adversely affect the dwarf wedglnussel or Tar River spinymussel in
December 2007

C( ZQdd
A fplicAt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Updated 11/1/2005
Page 9 of 9

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BUFFER IMPACT
ENLARGEMENT
ABUTMENT
EXCAVATION
SEE DETAIL D
ROADWAY PLA
TEMP. ACCESS
CRANE MAT
50 0 50 100 I50
GRAPHIC SCALE
N C DEPT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WARREN COUNTY
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PROJECT 3335511 (B-3921)
BRIDGE NO 45 OVER
FISHING CREEK AND
APPROACHES ON SR 1600
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Warren County
Bridge No. 45 on SR 1600 (Baltimore Road)
over Fishing Creek
Federal Aid Project No. Brz-1600(7)
W.B.S. No. 33355.1.1
State Project No. 8.2410901
T.I.P. No. B-3921
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
161if - ZlArre??c,
DA E Gregory J. Thorpe, PhD,
Environmental Management Director, PDEA
DATE John F. Sullivan, III, Divis dmimstrator
Federal Highway Administration
Warren County
Bridge No. 45 on SR 1600 (Baltimore Road)
over Fishing Creek
Federal Aid Project No. Brz-1600(7)
W.B.S. No. 33355.1.1
State Project No. 8.2410901
T.I.P. No. B-3921
CATEGORICAL EXCLUSION
Documentation Prepared in
Project Development and Environmental Analysis Branch By
1,0 lz?,/o-l
DATE Tracy Walter
Project Development Engineer CARO
/0 ZL 07
DA E
Bryan D'Kluchar, PE, Project Engineer
Bridge Project Development Unit
SEAL
= 026877
G1
N E??G. jQ?
11"D "'0
PROJECT COMMITMENTS
Warren County
Bridge No. 45 on SR 1600
Over Fishing Creek
Federal Project Brz-1600 ('n
State Project 8.2410901
WBS No. 33355.1.1
TIP No. B-3921
Roadside Environmental Unit
Sedimentation and erosion control measures shall adhere to Design Standards in Sensitive
Watersheds
Division 5 Construction
The division should contact the Transportation Director for Warren County Schools at least
30 days prior to closing the road to coordinate the possible need for bus turnarounds
The division should contact Warren County Emergency Services at least 30 days prior to
closing the road so temporary reassignments to primary response routes can be made
Green Sheet
Categorical Exclusion Page 1 of 1
October 2007
Warren County
Bridge No 45 on SR 1600 (Baltimore Road)
over Fishing Creek
Federal Aid Project No Brz-1600(7)
W B S No 33355 1 1
State Project No 8 2410901
TIP No B-3921
INTRODUCTION: Bridge No 45 is included in the latest approved North Carolina
Department of Transportation (NCDOT) Transportation Improvement Program and is eligible
for the Federal-Aid Bridge Replacement and Rehabilitation Program The location is shown in
Figure 1 No substantial environmental impacts are anticipated The project is classified as a
Federal "Categorical Exclusion"
1. PURPOSE AND NEED STATEMENT
NCDOT Bridge Maintenance Unit records indicate Bridge No 45 has a sufficiency rating of
22 1 out of a possible 100 for a new structure The bridge is considered structurally deficient
due to substructure rating of 4 out of 9 according to Federal Highway Administration (FHWA)
standards and therefore eligible for FHWA's Bridge Replacement Program In addition, the
structure is considered functionally obsolete due to a deck geometry rating of 2 out of a
possible 9
Bridge No 45 has a fifty-six year old timber substructure with a typical life expectancy
between 40 to 50 years due to the natural deterioration rate of wood Rehabilitation of a timber
structure is generally practical only when a few members are damaged or prematurely
deteriorated However, past a certain degree of deterioration, timber structures become
impractical to maintain and upon eligibility are programmed for replacement. Bridge No 45
has reached the end of its useful life
H. EXISTING CONDITIONS
The project is located a few miles south of the town of Warrenton in Warren County (see
Figure 1) The surrounding area is primarily forested
SR 1600 is classified as a Rural Local Route in the Statewide Functional Classification
System and it is not a National Highway System Route This route is not a designated bicycle
route and there is no indication that an unusual number of bicyclists and/or pedestrians use
this roadway Therefore, bicycle and pedestrian accommodations have not been provided
In the vicinity of the bridge, SR 1600 has a 20-foot pavement width with grass shoulders that
vary between four and six feet in width The roadway grade is in a sag vertical curve
throughout the project area The roadway to the north is in a horizontal curve which becomes
tangent at the bridge The roadway is approximately 17 feet above the creek bed
Bridge No 45 is an eleven span structure constructed in 1951 The superstructure of this
bridge consists of a timber floor on timber joists and 1-beams The substructure is composed
of timber piles with concrete caps All components of the bridge will be removed without
dropping any portion into Waters of the United States The bridge is 124 feet long with a clear
roadway width of 19 3 feet There are two lanes of traffic on the bridge Presently the bridge
is posted with weight restrictions of 16 tons for single vehicles and 19 tons for truck-tractor
semi-trailers
Overhead power lines and underground telephone line are located on the east side of SR 1600
The underground telephone line goes aerial to cross the creek Utility impacts are considered
to be low
The current traffic volume of 700 vehicles per day (VPD) is expected to increase to 1300 VPD
by the year 2025 The projected volume includes 1% truck-tractor semi-trailer (TTST) and
2% dual-tired vehicles (DT) There is no posted speed limit in the vicinity of the bridge, a
statutory 55 mph speed limit applies
The Traffic Engineering Branch indicates that two accidents have been reported during a
recent 3-year period in the vicinity of the project One was a result of Hurricane Floyd flood
waters and resulted in two fatalities The other was due to narrow bridge width
According to the Transportation Director for Warren County, this road has 6 school bus trips
per day They can re-route if they have a place for the bus to turn around on each side of the
bridge.
III. ALTERNATIVES
A. Project Description
The replacement structure will consist of a bridge approximately 130-foot long The bridge
length is based on preliminary design information and is set by hydraulic requirements The
bridge will be of sufficient width to provide for two 11-foot lanes with 3-foot offsets on each
side The roadway grade of the new structure will be approximately the same as the existing
grade
The existing roadway will be widened to a 22-foot pavement width to provide two 11-foot
lanes Six-foot shoulders will be provided on each side; rune-foot paved shoulders with
guardrail This roadway will be designed as a mayor collector
B. Reasonable and Feasible Alternatives
Four alternatives for replacing Bridge No 45 that were studied in detail are described below.
Alternate 1 - consists of replacing the existing structure with a new structure, approximately
140 feet in length, in the same location and elevation as the existing while using an off-site
detour to maintain traffic
Alternate 2 - consists of replacing the existing structure with a new structure, approximately
140 feet in length, in the same location and elevation as the existing while using a temporary
on-site detour located to the east of the existing bridge during construction The temporary
structure will be approximately 105 feet in length
Alternate 3 - (preferred) consists of replacing the structure in its existing location,
incorporating a skew to improve the sight distance on the North end of the bridge
Improvements to the approach roadways will be required for a distance of approximately 600
feet north and 180 feet south of the proposed structure Traffic will be maintained using an
offsite detour during construction
Alternate 4 - consists of replacing the structure with a new structure, approximately 140 feet
in length, to the east at approximately the same elevation as the existing bridge Traffic will
be maintained using the existing structure during construction
NCDOT Guidelines for Evaluation of Offsite Detours for Bridge Replacement Projects
considers multiple project variables beginning with the additional time traveled by the average
road user resulting from the offsite detour The offsite detour for this project would include
US 401, SR 1613, and SR 1625 The detour for the average road user would result in 10
minutes additional travel time (8 miles additional travel) Up to a seven-month duration of
construction is expected on this project Based on the guidelines, the criteria above require
evaluation of alternatives including onsite and offsite detours to determine what is appropriate
C. Alternatives Eliminated From Further Consideration
The "do-nothing" alternative will eventually necessitate closure of the bridge This is not
acceptable due to the traffic service provided by SR 1600
"Rehabilitation" of the existing structure is not practical due to being composed of timber, and
the natural deterioration of timber
Alternate 1 - replacing the structure in the same location and elevation as the existing while
using an off-site detour was studied and eliminated due to the need to improve sight distance
to the north of the existing structure
Alternate 2 - replacing the structure in the same location and elevation as the existing while
using a temporary detour structure to the east to maintain traffic onsite was studied and
eliminated due to the amount of environmental impact and cost
Alternate 4 - replacing the structure to the east with a structure at approximately the same low
chord elevation was studied and eliminated due to the cost of realignment and environmental
impact
D. Preferred Alternative
Alternate 3 - (preferred) consists of replacing the structure in its existing location,
incorporating a skew to improve the sight distance on the north end of the bridge
Improvements to the sight distance of the structure will make both approaching and departing
the structure safer to the north
NCDOT Division 5 concurs with the selection of Alternative 3 as the preferred alternative
IV. ESTIMATED COSTS
The estimated costs for the preferred alternate are as follows
Table 1: Estimated costs
Alternate 3
Preferred
Structure $ 347,000
Roadway Approaches $ 212,000
Structure Removal $ 29,000
Misc & Mob $ 101,000
En & Contingencies $ 111,000
Total Construction Cost $ 800,000
Ri t-of-wa Costs $ 29,000
Total Project Cost $ 829,000
V. NATURAL ENVIRONMENT
PHYSICAL RESOURCES
The project study area is located in the piedmont physiographic province of North Carolina
The topography in the project study area is generally characterized as gently sloping to nearly
level Elevations in the protect study area range from 230 to 270 feet above sea level (USGS
1971) The protect study area consists of existing maintained rights-of-way, piedmont/low
mountain alluvial forest, mesic mixed hardwood forest, mixed pine/hardwood forest and
successional areas
The project vicinity is rural in nature and surrounding land use includes a mixture of
residential, agricultural, and silvicultural use Important products from this area include'
tobacco and timber
III. Soils
Soils information for the project study area is currently not available The soils in the project
study area have not been mapped at this time Warren County NRCS personnel stated that
limited areas of the county are mapped and the project study area is not included in these areas
(Personal Communication, USDA 2001)
Water Resources
The project study area is located within sub-basin 030304 of the Tar-Pamlico River Basin
(DWQ 1998) and is part of USGS hydrologic unit 03020102 (USGS 1974) Fishing Creek is
the only water resource likely to be impacted by the proposed bridge replacement project
This stream has been assigned Stream Index Number (SIN) 28-79-(1) by the DWQ (DEM
1993) Fishing Creek originates from northeast of Brookston in Vance County and flows east/
southeast to its confluence with the Tar River near Tarboro in Edgecombe County, North
Carolina, southeast of the project study area
Fishing Creek is a perennial stream with moderate flow over substrate consisting of sand, silt,
and gravel Piedmont/low mountain alluvial forest (Schafale and Weakly 1990) occurs along
the edges of Fishing Creek The channel ranges from approximately 25 to 60 feet wide and
depths range from approximately 1 foot to greater than 4 feet within the project study area
Preliminary observations indicate that this particular section of Fishing Creek may represent
an "F" type stream pursuant to Rosgen (1996) F" type streams have a gently sloped, relatively
wide and shallow, highly entrenched channel with moderate sinuosity "F" type streams are
characterized by a lack of a developed floodplain, a meandering channel, and terraces
consisting of abandoned floodplains
Fishing Creek has been assigned a best usage classification of C NSW (DEM 1993) The C
designation indicates waters designated for aquatic life propagation and survival, fishing,
wildlife, secondary recreation, and agriculture The NSW designation indicates a nutrient
sensitive water which requires limitations on nutrient inputs Point source discharges of
treated wastewater are permitted in these waters, pursuant to Rules 0104 and 0211 of 15A
NCAC 2B, however, local programs to control nonpoint source and stormwater discharge of
pollution are required Fishing Creek is rated as "Fully Supporting" from its source to its
confluence with the Tar River Fully supporting is a rating given to a water body that fully
supports its designated uses (DWQ 1999)
No Outstanding Resource Waters (ORW), High Quality Waters (HQW), WS I, or WS-11
Waters occur within 3 0 riles upstream or downstream of the project study area (DWQ 1999)
Fishing Creek is not designated as a North Carolina Natural and Scenic River, nor as a
national Wild and Scenic River
Portions of Fishing Creek 12 miles upstream and 15 miles downstream of the project study
area are Significant and Registered Natural Heritage Aquatic Habitat Areas (NHP records)
Registered sites represent the best examples of the natural diversity of the state, and therefore
11
have priority for protection (DWQ 1999) Coordination with NHP may be required during the
review phase
The Endangered Tar spinymussel (Ellzptio steinstansana)] is known to occur in Fishing Creek,
therefore, it is considered to be Significant Aquatic Endangered Species Habitat (CGIA 2001)
NCWRC recommends that all headwater areas that flow into these occupied habitats receive
special management (NCWRC 2001).
Since the project study area is witlun the Tar-Pamlico River Drainage Basin, jurisdictional
surface waters are subject to the Tar-Pamlico River Riparian Buffer Rules The Buffer Rules
apply to a 50-foot wide riparian buffer directly adjacent to surface waters in the Tar-Pamlico
River Drainage Basin This includes intermittent streams, perennial streams, lakes, ponds, and
estuaries that are depicted on either USGS topographic maps or county soil survey maps, but
does not include jurisdictional wetlands (non-surface waters) regulated under Section 404 of
the Clean Water Act Fishing Creek is mapped on the USGS map and is subject to the Buffer
Rules
BIOTIC RESOURCES
Biotic resources located in the project area include terrestrial and aquatic communities The
observed communities consist of existing vegetation patterns, piedmont/low mountain alluvial
forest, mesic mixed hardword forest (piedmont subtype), mixed pine/hardwood forest,
successional land, and maintained/disturbed land
The plant communities within the project study area were mapped on aerial photo base and
field venfied A summary of the coverage of each plant community within the project study
area is presented in Table 2 The open water area attributed to the Fishing Creek channel
(0 11 acres) and impervious road surface (0 55 acres) are not included in this plant community
assessment i
Table 2: Plant Communities within the Project Study Area
Plant Community Area
acres % of Project Study Area
Piedmont/Low Mountain Alluvial Forest 0 68 25
Mixed Mesic Hardwood Forest 0 04 15
Mixed Pine/Hardwood Forest 0 06 22
Successional Land Oil 4
Maintained/Disturbed Land 1 17 43
Totals 2 06 757
Project Study Area includes open water area attributed to the Fishing Creek channel (011 acres -
4 0 percent) and impervious road surface (0 55 acres - 20 3 percent) not included in this plant
community assessment
Terrestrial Communities
The replacement of Bridge No. 45 is expected to involve minor impacts to the terrestrial
communities located within the project study area The replacement of the existing structure
will reduce permanent impacts to plant communities and limit community fragmentation
Impacts resulting from bridge replacement are generally limited to narrow strips adjacent to
the existing bridge structure and roadway approach segments Plant communities within the
project study area are presented in Table 2, however, actual impacts will be limited to the
designed nght-of-way and permitted construction limits (Table 3) Due to the anticipated lack
of, or limited, infringement on natural communities, the proposed bridge replacement should
not result in significant loss or displacement of known terrestrial animal populations Wildlife
movement corridors should not be significantly impacted by the proposed project Wildlife
known to utilize the project study area are generally acclimated to fragmented landscapes, and
the bridge replacement should not create any additional detrimental conditions within the
project study area
Table 3. Plant Communities within Each Alternative
Plant Community Area
Bridge
(acres)
Piedmont/Low Mountain Alluvial Forest 0.12
Mixed Mesic Hardwood Forest 0
Mixed Pme/Hardwood Forest 0
Successional Land 0 07
Maintamed/Disturbed Land 0 49
Total- 0
Totals do not include open water area attributed to the Fishing Creek channel or unpervious road
surface
JURISDICTIONAL TOPICS
Wetlands and Surface Waters
Wetlands subject to review under Section 404 of the CWA (33 U S C 1344) are defined by
the presence of three primary criteria hydric soils, hydrophytic vegetation, and evidence of
hydrology at or near the surface for a portion (12 5 %) of the growing season (DOA 1987)
No jurisdictional wetlands occur within the project study area The surface water of Fishing
Creek is classified as a lower perennial nverme system (R2) (Cowardin 1979) and is the only
jurisdictional area that occurs within the project study area R2 systems are identified as those
areas contained within a channel that are not dominated by trees, shrubs, persistent emergents,
emergent mosses, or lichens, contain less than 0 5 parts per thousands (ppt) ocean derived
salts, have no tidal influence, and generally have slow flowing water all year (Cowardin et al
1979) These communities are generally associated with well-developed floodplams R2
systems account for 0 11 acres (4%) within the project study area. Delineation of the
jurisdictional extent of the surface water was based on current methodology, and the areas
were subsequently mapped with Tnmble TM Global Positioning System (GPS) units
Permits
Impacts to jurisdictional surface waters are not anticipated from the proposed project.
However, construction activities resulting in impacts will require permits and certifications
from various regulatory agencies in charge of protecting the water quality of public water
resources Surface water systems and wetlands receive similar treatment and consideration
with respect to most regulatory permits These permits are authorized under the Clean Water
Act and under separate state laws regarding significant water resources
Section 404 Permits
In accordance with provisions of Section 404 of the Clean Water Act (33 U S C 1344), a
permit will be required from the U.S Army Corps of Engineers (COE) for the discharge of
dredged or fill material into "Waters of the United States " The proposed project may not
require impacts to Fishing Creek if the stream channel is bridged, no disturbance to the stream
during construction activities, and bridge demolition does not result in material falling into the
stream
Given the limited nature of potential impacts, a Nationwide Permit (NWT) 23 (33 CFR 330
Appendix A) is likely to be applicable at the stream crossing found in the project study area
NWP #33 maybe needed if temporary structures, work and discharges, including cofferdams
are necessary for this project However, final decisions concerning applicable permits for the
proposed project rest with the COE
Water Quality Certification
This project will also require a 401 Water Quality General Certification from the DWQ prior
to the issuance of a Section 404 Nationwide Permit Section 401 of the Clean Water Act
requires that the state issue or deny water quality certification for any federally permitted or
licensed activity that may result in a discharge into the Waters of the United States Section
401 Certification allows surface waters to be temporarily impacted for the duration of the
construction or other land manipulation Issuance of a 401 Certification from the DWQ is a
prerequisite to the issuance of a Section 404 Permit
Anticipated impacts to open water areas will be limited to the actual right-of-way width and
will be determined by NCDOT during the design phase of this protect Impacts to open water
areas of Fishing Creek are not expected due to the use of channel-spanning structures During
bridge removal procedures, NCDOT's BMP's will be utilized, sediment and erosion control
measures shall adhere to Design Standards in Sensitive Watersheds Floating turbidity
curtains are also recommended to minimize the amount of turbid water flowing offsrte
IV. Rare and Protected Species
The Endangered Species Act of 1973, as amended, requires that any action likely to adversely
affect a species listed as a federally protected threatened or endangered species be subject to
review by the U.S Fish and Wildlife Service (USFWS) Other species (such as state-listed
threatened or endangered species) may receive additional protection under separate state laws
Federally-Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Sections 7 and 9 of
the Endangered Species Act (ESA) of 1973, as amended As of March 13, 2006, the USFWS
website lists the following federally-protected species for Warren County (Table 5) A brief
description of each species' characteristics and habitat follows Biological conclusions of
"May Affect, Not Likely to Adversely Affect" for each of these species were given
Table 5: Federally Protected Species Listed for Warren County, NC.
Common Name Scientific Name Status
Dwarf wedgemussel Alasmidonta heterodon Endangered
Tar River spinymussel Elliptio steinstansana Endangered
Dwarf wedgemussel
Biological Conclusion: May Affect: Not Likely to Adversely Affect
The dwarf wedgemussel rarely exceeds 1 5 inches in length The outer shell is brown or
yellowish brown with faint green rays, and the nacre is bluish or silvery white The shells of
the females are somewhat wider that those of males
This mussel species typically inhabits streams with moderate flow velocities and substrates
varying in texture from gravel and coarse sand to mud with little silt deposition (FWS 1993)
It is generally found in association with other mussels but is never very numerous As with
other mussel species, the dwarf wedge mussel has suffered from excess siltation in streams
and rivers and from the toxic effects of various pollutants entering waterways
Survey results in the project area have failed to demonstrate this species occurs witlun the area
immediately adjacent to the project Avoidance and minimization measures are designed to
avoid habitat alteration that can result from construction activities in order to ensure that
aquatic species occurring downstream of the construction project will not be affected
Tar River spinymussel
Biological Conclusion: May Affect: Not Likely to Adversely Affect
The Tar River spinymussel is a small, subrhomboidal mussel that grows to approximately 2 5
inches in length The external shell of the adult is smooth, orange-brown to dark brown, and
ornamented by one or two rows of short spines up to 0 2 inch long The shell is thicker on the
anterior end and thinner on the posterior end. Preferred habitat of the spmymussel includes
relatively fast-flowing, well-oxygenated, circumneutral water over a silt-free, noncompacted,
gravel/coarse sand substrate (FWS 1992)
Survey results in the project area have failed to demonstrate this species occurs within the area
immediately adjacent to the project Avoidance and minimization measures are designed to
avoid habitat alteration that can result from construction activities in order to ensure that
aquatic species occurring downstream of the construction project will not be affected
Federal Species of Concern and State Listed Species
The March 8, 2006 USFWS list also includes a category of species designated as "Federal
Species of Concern" (FSC) The FSC designation provides no federal protection under the
ESA for the species listed The presence of potential suitable habitat (Amoroso 1999,
LeGrand and Hall 1999) within the project study area has been evaluated for the FSC species
listed for Warren County (Table 6)
Table 6: Federal Species of Concern Listed for Warren County, NC.
Common Name Scientific Name State Statusa Potential Habitat
Bachman's sparrow Aimo hula aestnvalis SC No
Pinewoods Shiner L s matutinus SR Yes
Atlantic i oe Fusconaia masom T PE * Yes
Yellow lance Elli ho lanceolata T PE * Yes
Heller's trefoil Lotus helleri C Yes
E - Endangered, T - Threatened, SC - Special Concern, C - Candidate, W - Watch List, P -Proposed,
SR - Significantly Rare
*Atlantic pigtoe and yellow lance will receive a State Endangered status effective 1 July, 2002
(NCWRC 2001) 1
No FSC were observed during the field investigation. NHP files document five occurrences of
FSC species within 3 0 mules of the project study area In 1999 the yellow lance was
documented in four locations within Fishing Creek one within the project study area, two
upstream (13 miles and 2 6 miles), and one downstream (15 mules) In 1999 the Atlantic
pigtoe was documented approximately 15 miles downstream of the project study area
10
State Listed Species
Plant and animal species which are on the North Carolina state list as Endangered (E),
Threatened (T), or Special Concern (SC) receive limited protection under the North Carolina
Endangered Species Act (G.S. 113-331 et seq) and the North Carolina Plant Protection Act of
1979 (G S 106-202 et seq )
Three State listed species, in addition to those listed as FSC, have been documented within the
project study area They are the Neuse River waterdog (Necturus lewisi) (SC), least brook
lamprey (Lampetra aepyptera) (SC/PT) and North Carolina spiny crayfish (Oronectes
carohnensis) (SR/PSC)
VI. HUMAN ENVIRONMENT
Section 106 Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historic Preservation
Act of 1966, as amended, and implemented by the Advisory Council on Historic
Preservation's Regulations for Compliance with Section 106, codified at Title 36 CFR Part
800 Section 106 requires Federal agencies to take into account the effect of their undertakings
(federally funded, licensed, or permitted) on properties included in or eligible for inclusion in
the National Register of Historic Places and afford the Advisory Council a reasonable
opportunity to comment on such undertakings
Historic Architecture
The State Historic Preservation Office (SHPO) reviewed the subject project There are no
known historic architecture structures located within the area of potential effect, and no
architectural investigation needed to be conducted (see letter dated January 22, 2001)
Archaeology
The State Historic Preservation Office (SHPO) reviewed the subject project There are no
known archaeological sites within the proposed protect area, and no archaeological
investigation needed to be conducted (see letter dated January 22, 2001)
Community Impacts
No adverse impact on families or communities is anticipated right-of-way acquisition will be
limited No relocatees are expected with implementation of the proposed alternative.
No adverse effect on public facilities or services is expected The project is not expected to
adversely affect social, economic, or religious opportunities in the area
The project is not in conflict with any plan, existing land use, or zoning regulation No
change in land use is expected to result from the construction of the project
11
The Farmland Protection Policy Act requires all federal agencies or their representatives to
consider the potential impact to prune farmland of all land acquisition and construction
projects All construction will take place along existing alignment There are no soils
classified as prime, unique, or having state or local importance in the vicinity of the project
Therefore, the project will not involve the direct conversion of farmland acreage within these
classifications
The project will not have a disproportionately high and adverse human health and
environmental effect on any minority or low-income population
Noise & Air Quality
This project is exempt from the requirement to determine conformity per 40 CFR 93 126
(reconstructing bridges (no additional travel lanes)) This project will not result in any
meaningful changes in traffic volumes, vehicle mix, location of the existing facility, or any
other factor that would cause an increase in emissions impacts relative to the no-build
alternative. Therefore, FHWA has determined that this project will generate minimal air
quality impacts for Clean Air Act criteria pollutants and has not been linked with any special
MSAT concerns Consequently, this effort is exempt from analysis for MSATs Any burning
of vegetation shall be performed in accordance with applicable local laws and regulations of
the North Carolina State Implementation Plan (SIP) for air quality compliance with 15 NCAC
2D 0520
Noise levels may increase during protect construction; however, these impacts are not
expected to be substantial considering the relatively short-term nature of construction noise
and the limitation of construction to daytime hours The transmission loss characteristics of
nearby natural elements and man-made structures are believed to be sufficient to moderate the
effects of intrusive construction noise
VII. GENERAL ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact Replacement of an inadequate
bridge will result in safer traffic operations
The bridge replacement will not have an adverse effect on the quality of the human or natural
environment with the use of the current North Carolina Department of Transportation
standards and specifications
Section 4(f) of the USDOT Act of 1966 protects the use of publicly owned parks, recreational
areas, wildlife and waterfowl refuges, and historic properties
The proposed project will not require right-of-way acquisition or easement from any land
protected under Section 4(f) of the Department of Transportation Act of 1966 (49 U S 'C 303)
An examination of records at the North Carolina Department of Environment and Natural
Resources, Division of Environmental Management, Groundwater Section and the North
12
Carolina Department of Human Resources, Solid Waste Management Section revealed no
underground storage tanks or hazardous waste sites in the project area
VIII. COORDINATION & AGENCY COMMENTS
NCDOT has sought input from the following agencies as a part of the project development
U S Army Corps of Engineers, NC Department of Natural Resources, U S Fish & Wildlife
Service, N C Wildlife Resource Commission, N C Division of Parks & Recreation, North
Carolina State Historic Preservation Office, Warren County Planning Department.
The N C Wildlife Resource Commission and U S Fish & Wildlife Service in standardized
letters provided a request that they prefer any replacement structure to be a spanning structure
IX. PUBLIC INVOLVEMENT
A letter was sent by the Location & Surveys Unit to all property owners affected directly by
this project Property owners were invited to comment No comments have been received to
date
There is not substantial controversy on social, economic, or environmental grounds
concerning the project
X. CONCLUSION
On the basis of the above discussion, it is concluded that no substantial adverse environmental
impacts will result from implementation of the project The project is therefore considered to
be a federal "Categorical Exclusion" due to its limited scope and lack of substantial
environmental consequences
13

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dF ten' NORTH CAROLINA DEPARTMENT OF
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PROJECT DEVELOPMENT &
ENVIRONMENTAL ANALYSIS BRANCH
WARREN COUNTY
REPLACE BRIDGE No. 45 ON SR 1600
OVER FisFUNG CREEK
B-3921
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. 0

North Carolina Department of Cultural Resources
State Historic Preservation Office
David L S Brook, Administrator
Michael F Easley, Governor Division of Archives and History
Jeffrey J Crow, Director
January 22, 2001
MEMORANDUM
To William D Gilmore, PE, Manager
Project Development and Environmental Analysis Branch
From David Brook (?GZGtc I LYJ L-
Deputy State Historic Preservation Officer
Re Replace Bridge 45 on SR 1600 over Fishing Creek, TIP No B-3921, Warren County, ER 01-7925
We regret that a member of or staff was unable to attend the December 7, 2000, meeting of the minds for
the project However, on December 15, 2000, April Montgomery of our staff met with Karen Orthner
with the North Carolina Department of Transportation (NCDOT) concerning the project She reported
our available information on historic architectural and archaeological surveys and resources along with our
recommendations Ms Orthner provided project area photographs and aerial photographs Based upon
our review of the photographs and the information discussed at the meeting, we offer our preliminary
comments regarding this project
In terms of historic architectural resources we are aware of no historic structures located within the area of
potential effect We recommend that no historic architectural survey be conducted for this project
There are no known archaeological sites within the proposed project area Based on our present
knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in
the National Register of Historic Places, will be affected by the project construction We, therefore,
recommend that no archaeological investigation be conducted in connection with this project
Having provided this information, we look forward to the receipt of either a Categorical Exclusion or
Environmental Assessment, which indicates how NCDOT addressed our comments
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800
Thank you for your cooperation and consideration If you have any questions concerning the above
comment, contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919 733-4763
Location Mailing Address Telephone/Fax
Administration 507 N Blount St, Raleigh 4617 Mail Service Center Raleigh 276994617 [phone].715-8653
Restoration 515 N Blount St, Raleigh 4613 Mail Service Center Raleigh 27699-4613 [phone] •715-4801
Survey & Planning 515 N Blount St, Raleigh 4618 Mail Service Center, Raleigh 276994618 [phone] •715-4801