20061695 Ver 1_Application_20061027

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STATE OF NORTH CAROLINA
DEPARTIV~NT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
October 18, 2006
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
ATTENTION: Mr. William Wescott
NCDOT Coordinator
Dear Sir:
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06Iti95
Subject: Nationwide 23 Application and Neuse Riparian Buffer Authorization Request
for the Replacement of Bridge No. 43 over Rainbow Creek on SR 1438; Greene
County; TIP Project B-4127; Federal Aid Project No. BRZ-1438(5); State Project
No.8.2 l 80401; WBS 33480. L 1.
Please find enclosed the Preconstruction Notification (PCN), permit drawings, half=size plans, and
the Categorical Exclusion (CE) for the above-mentioned project. The North Carolina Department of
Transportation proposes to replace existing Bridge No. 43 over Rainbow Creek on SR 1438 in
Greene County. The project involves replacement of the existing bridge and related approaches ~~ith
a new bridge and new approaches. The new' bridge will feature two 12-foot lanes with 4-foot hike
lanes and a 7-foot, 6-inch offset to the north. The project schedule calls for a May I5, 2007 let with a
review date of March 27, 2007. Proposed permanent impacts include 0.256 acre of wetland impacts
and temporary impacts for hand clearing are 0.018 acre.
Impacts to Water of the United States
General Description: Rainbow Creek is located in the 03020203 CU of the Neuse River Basin. The
Division of Water Quality (DWQ) has assigned Rainbow Creek a Stream [ndex Number of 27-86-21.
DWQ has assigned a best usage classification of C Sw NSW.
Rainbow Creek is not designated as a North Carolina Natural or Scenic River, or as a National Vdild
and Scenic River, nor is it listed as a 303(d) stream. No designated Outstanding Resource Waters
(ORW), High Quality Waters (HQW), Water Supply I (WS-I), or Water Supply II (WS-II) waters
occur within 1.0 miles of the project study area.
Permanent Impacts: As stated above, permanent impacts total 0.256 acre of wetland impacts. The
impacts are as follows: 0.065 acre for till and 0.191 acre for mechanized clearing.
MAILING ADDRESS: TE~EvtioNE 919-733-3141 LOCATION:
NC DEPARTMENT QF TRANSPORTATION FAX. [phone] TRANSPORTATION BUILDrN'~
PROJECT DE ,ELOPMENT AND ENVIRONMENTAL ANALYSIS 1 Scil;rH W -MWGrON ST REE T
1548 MAe SER:ICE CENTER WEBSITE WWW.NCDOT ORG RALEIG~~ Nl.
F:ALF~c~ NC 27699-1548

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Utility Impacts: There will be 0.18 acre of impacts due to hand-clearing of jurisdictional wetlands for
the relocation of three power poles.
Neuse Buffer Rules: This project lies within the Neuse River Basin; therefore, the regulations
pertaining to the Neuse River Buffer Rules will apply. There are 9,707 square feet of impacts to
Zone 1 and 3,153 square feet of impacts to Zone 2. Of these impacts, 7,054 square feet are
considered allowable and 5,835 square feet are allowable with mitigation.
Bridge Demolition
The superstructure for Bridge No. 43 will allow removal without dropping components into the
water. Best Management Practices for Bridge Demolition and Removal will be implemented. Any
component of the bridge dropped into the water shall be immediately removed.
Avoidance and Minimization
Avoidance examines all appropriate and practicable possibilities of averting impacts to "Waters of
the United States". Due to the presence of surface waters and wetlands within the project study area,
avoidance of all impacts is not possible. The NCDOT is committed to incorporating all reasonable
and practicable design features to avoid and minimize jurisdictional impacts. Minimization
measures were incorporated as part of the project design these included:
• NCDOT is replacing Bridge No. 43 in place and utilizing an off-site detour.
• The bridge will be built using top-down construction.
• NCDOT is utilizing longer spans with fewer bents than the existing bridge.
• The green sheet in the attached CE has a moratorium of February 1 to September 30 of any
given year requested by the North Carolina Division of Marine Fisheries (NCDMF). Per Sean
Mckenna of NCDMF, he deferred the moratorium call to the North Carolina Wildlife
Resources Commission (WRC). WRC did not request a moratorium for this project.
Therefore, NCDOT will not adhere to the moratorium.
Mitigation
NCDOT proposes to use the North Carolina Ecosystem Enhancement Program (EEP) to mitigate for
permanent impacts associated with this project. The EEP acceptance letter was received on
September 16, 2006. A copy of this letter is included with this application. Compensatory mitigation
is not proposed for riparian buffer impacts because the threshold has not been exceeded, such that
mitigation would be required.
Federally Protected Species
As of April 27, 2006, the US Fish and Wildlife Service (USFWS) lists one federally protected
species for Greene County. The following table lists this species.
Common Name Scientific Name Status Habitat Conclusion
Red-cockaded Woodpecker T Picuides horecrlis E No No Etfect
Note: E -endangered

Regulatory Approvals
Section 404 Permit: This project is being processed by the Federal Highway Administration as a
"Categorical Exclusion" in accordance with 23 CFR 771.1 I5(b). Therefore, we do not anticipate
requesting an individual permit but propose to proceed under a Nationwide 23 as authorized by
Nationwide Permits 23 (67 FR 2020; January 15, 2002).
Section 401 Permit: We anticipate 401 General Certification number 3403 will apply to this project.
In accordance with 1 SA NCAC 2H, Section .0500(a) we are providing five copies of this application
to the North Carolina Department of Environmental and Natural Resources, Division of Water
Quality, for their review.
Neuse River Basin Buffer Authorization: NCDOT requests that the NC Division of Water Quality
review this application and issue a written approval for a Neuse River Riparian Buffer Authorization.
A copy of this permit application will be posted on the NCDOT website at:
http:,/,~www.ncdot.orb/dolvpreeonsti-uct%pe/neu!permit.html.
If you have any questions or need additional information, please contact Chris Underwood at (919)
715-1451.
Sincerely,
~,
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis
W/attachment:
Mr. John Hennessy, NCDWQ (5 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, PE, Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer
W/o attachment
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. John Williams, P.E., Planning Engineer
3

Office Use Only: Form Version March OS
20061 695
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: NW 23
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:
5. 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, Ph.D., Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number: [phone] Fax Number: (9191733-9794
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: Fax Number:
E-mail Address:
Page I of 8

III. Project lnformation
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.
1. Name of project: Replacement of Bridge No. 43 on SR 1438 over Rainbow Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4127
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Greene Nearest Town: Hookerton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Take US 64 east to US
264; take US 258 to NC 123 to SR 1438 in Hookerton
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.4244 °N 77.5935 °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Contentnea Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential
10. Describe the overall project in detail, including the type of equipment to be used: Replacing
a structurally deficient bride using ton-down construction. Standard road building
equipment will be used.
Page 2 of 8

11. Explain the purpose of the proposed work: To replace a structurally deficient bridge.
IV. Prior Project History
If jurisdictional 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. N/A
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.
No.
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
riprap 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.
1. Provide a written description of the proposed impacts: 0.256 acre of wetland impacts.
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,
separately list impacts due to both structure and flooding.
Page 3 of 8

Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g.
forested, marsh, 100-year Nearest Impact
(indicate on map) ,
herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Bridge Fill Riverine Yes 0 0.065
Bridge Mechanized Clearing Riverine Yes 0 0.191
Total Wetland Impact (acres) 0.256
3. List the total acreage (estimated) of all existing wetlands on the property: ~1
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, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straighteriing, 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 Average Impact Area of
Number Stream Name Type of Impact Perennial or Stream Width Length Impact
indicate on ma Intermittent? Before Im act linear feet acres
N/A

Total Stream Impact (by length and acreage)
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 the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Im act (acres):
Wetland Im act (acres): 0.256
O en Water Im act (acres):
Total Im act to Waters of the U.S. (acres) 0.256
Total Stream Im act (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Page 4 of 8

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.
N/A
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
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 developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Ton-down construction,
bridge was lengthened, and minimum widths were used for structures and approaches
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.
Page 5 of 8

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, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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 offsite), 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.
NCDOT proposes to use the EEP for mitigation.
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
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://h2o.enr.state.nc.us/wrp/index.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.256 acre
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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) land? 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 ^
Page 6 of 8

i
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
(Neuse), 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 )? Yes ® No ^
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* I Impact I I Required
/~.,,,~,-P f o*~ Multiplier ~,r:.:~...:,...
1 9,583.2 3 (2 for Catawba) None
2 3,484.8 1.5 None
Total I 13,068.0 I I None
* 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 2B .0242 or .0244, or .0260. Buffer mitigation is not required for these
allowable impacts.
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.Impervious acrea>?e will not appreciably increase
as a result of the bride construction.
Page 7 of 8

F
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.
No wastewater will be generated from the implementation of the proposed project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
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 quality? 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).
~~x.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

Y
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PROGRAM
September 1 1, 2006
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
RECEIVED
S EP 15 2006
~~ ^~ ~~~a~s nS,sf rr
B-4127, Replace Bridge Number 43 over Rainbow Creek on SR 1438,
Greene County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory riparian wetland mitigation for the subject project. Based
on the information supplied by you in a letter dated September 1, 2006, the impacts are located in
CU 03020203 of the Neuse River Basin in the Northern Inner Coastal Plain (NICP) Eco-Region,
and are as follows:
Riparian Wetlands: 0.256 acre
Mitigation for this project will be provided in accordance with the Memorandum of
Agreement between the N. C. Department of Environment and Natural Resources, the N. C.
Department of Transportation, and the U. S. Army Corps of Engineers signed on July 22, 2003.
EEP will commit to implementing sufficient compensatory riparian wetland mitigation to offset
the impacts associated with this project by the end of the MOA year in which this project is
permitted. If the above referenced impacts amounts are revised, then this mitigation acceptance
letter will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
t~- ~ ~,,~
Wi ~ m D. Gilmore, P.E.
EEP Director
cc: Mr. Bill Biddlecome, USACE-Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4127
1'}w°_CLU1~~~,1.,,'... .~I~~'%~~,1~~... 1'~~c~~_°.~:~~i~ri`~ ~~% ,` _i•LC~ °~ N ~NR
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0476 / www.nceep.net

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Greene County
Bridge No. 43 on SR 1438
Over Rainbow Creek
Federal Aid Project No. BRZ-1438 (5)
State Project No. 8.2180401
W.B.S. No. 33480.1.1
T.I.P. No. B-4127
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
Approved:
v
X1'0 `~- ~`~ ~ ~
,Gregory J. Thorpe, PhD, Environmental Manager
Project Development & Environmental Analysis Branch
`1 ` U'~ 1
AT ~ ,John F. Sullivan, III, P.E. Division Administrator
(, Federal Highway Administration

Greene County
Bridge No. 43 on SR 1438
Over Rainbow Creek
Federal Aid Project No. BRZ-1438 (5)
State Project No. 8.2180401
W.B.S. No. 33480.1.1
T.I.P. No. B-4127
CATEGORICAL EXCLUSION
Documentation Prepared in
Project Development and Environmental Analysis Branch By:
July 2004
.--, I,
'IA~I bi~}WJ
Jo L. Williams, PE
Project Planning Engineer
William T. Good 'n Jr., PE, Unit Hea
Bridge Replacement Planning Unit

PROJECT COMMITMENTS:
Greene County
Bridge No. 43 on SR 1438
Over Rainbow Creek
Federal Aid Project No. BRZ-1438 (5)
State Project No. 8.2180401
W.B.S. No. 33480.1.1
T.I.P. No. B-4127
PDEA -Project Development Engineer
Coordination should be continued with Greene County Transportation to insure that a survey of
demand is completed for the proposed van service to accommodate pedestrians during
construction. In May 2005 Mike Lovett of Greene County Transportation will be contacted to
follow up on the survey.
All Design Groups -High Quality Wetlands
The•footprint of the project should be minimized to the extent practical in order to reduce the
impact to the surrounding wetlands.
All Design Groups/ Division Resident Engineer - Anadramous Fish
The North Carolina Division of Marine Fisheries has indicated that a moratorium on in-water
construction will be in place from February 1 to September 30 of any given year.
To the extent practical, construction should be accomplished without the use of construction pads.
To the extent practical, bridge demolition should occur without getting into the water.
PDEA/ Structure Design/ Division Resident Engineer -Streetlight and aesthetic
considerations
The Town of Hookerton has requested that the bridge include aesthetic considerations including
mountings for lighting. PDEA will facilitate discussion between Structure Design and the town
council to work out the details.
Structure Design/ Roadway Design/ Resident Engineer -Bicycle & Pedestrian Facilities
The new bridge and approaches within the project limits shall include a sidewalk along the north
side of the project limits with pedestrian safe rail. The project shall also be designed to
accommodate bicycles with bicycle safe rail on the south side. The appropriate cross section is
referenced in Section III Part A of this document.
Categorical Exclusion Page 1 of 1
Green Sheet
July 2004

w
Greene County
Bridge No. 43 on SR 1438
Over Rainbow Creek
Federal Aid Project No. BRZ-1438 (5)
State Project No. 8.2180401
W.B.S. No. 33480.1.1
T.I.P. No. B-4127
INTRODUCTION: Bridge No. 43 is included in the 2004-2010 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".
I. PURPOSE AND NEED STATEMENT
Bridge Maintenance Unit records indicate the bridge has a sufficiency rating of 48.9 out of a
possible 100 for a new structure. The bridge's two-span superstructure is composed of an asphalt
wearing surface on a timber deck on I-beams and timber joists. The substructure is composed of
timber caps on timber piles. The bridge has recently had temporary timber crutches added to
extend the life of the timber structure until it could be replaced. According to Federal Highway
Administration (FHWA) standards the bridge is considered to be functional obsolete with a deck
geometry appraisal of 2 out of 9 and paired with a sufficiency rating of 50 or less is therefore
considered eligible for FHWA's Highway Bridge Replacement and Rehabilitation Program.
II. EXISTING CONDITIONS
The project is located on the western boundary of the Town of Hookerton, N.C. in Greene
County (see Figure 1). To the west of the project is a development of approximately 100 - 150
homes and a church (Faith Hope Temple Holy Church). West of the development the area is
largely agricultural with scattered residences.
SR 1438 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 although
there is indication of bicycle and heavy pedestrian traffic on this bridge.
In the vicinity of the bridge, SR 1438 has an 19-foot pavement width with 4-foot grass shoulders.
The roadway grade is relatively flat through the project area. The existing bridge is on a straight
alignment with a curve beginning a short distance from the bridge on the east approach. The
roadway is situated approximately 13 feet above the streambed.
The existing bridge (see Figure 3) was constructed in 1958. The overall length of the structure is
71 feet. The clear roadway width is 19 feet. This bridge is not currently posted with weight
restrictions.

residents in the community on the northwest quadrant of the" bridge to determine how frequent
the service should run. This service is already paid for out of other funding sources and will not
incur additional costs to this project.
Alternate 2: Replace on Existing Location, Onsite Detour
Bridge No. 43 will be replaced on the existing alignment with a new bridge (see Figure 3). A
temporary onsite detour to the north would be constructed with a bridge at least 70 feet long (the
final length would probably be longer to minimize impacts to wetlands). The total length of the
detour alignment would be 1060 feet.
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 1438.
Timber structures typically do not last beyond 30 to 40 yeazs of age due to the natural
deterioration rates 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 aze programmed for
replacement as is the case for this bridge.
An onsite detour to the south was not considered because of the impacts that would result to a
church on the southwest quadrant of the project. A second reason for discazding the alternate is
that the stream splits on the south side of the bridge running pazallel with the causeway. A
detour to this side is not practical.
A permanent realignment was ruled out in this case due to the presence of High Quality
Wetlands in all four quadrants of the bridge, the split stream to the south and utility impacts to
the north. A temporary detour alignment could be constructed in such as way as to assure a high
probability of restoring the site upon completion of the project.
D. Preferred Alternative
Bridge No. 43 will be replaced as recommended in Alternate 1 on the existing alignment as
shown in Figure 2. Traffic will be detoured offsite during construction (see Figure 1).
There are two primary traffic patterns associated with this project. Of the 1700 vehicles per day
currently crossing the bridge, 500 trips are generated from the community in the northwest
quadrant of the project. An 8-minute (5.5-mile) additional travel time would result from the
offsite detour. The remaining 1200 vehicles per day aze primarily through traffic and a 2-minute
(1.1-mile) additional travel time would result from the offsite detour. According to NCDOT
Guidelines for Evaluation of Offsite Detours For Bridge Replacement Pro~ects a project with a
four-month duration of road closure and an additional travel time of less than 10 minutes is
considered an acceptable delay if there aze no mitigating circumstances.
3

Sensitive Waters that require additional nutrient management because they are subject to
excessive growth of microscopic and/or macroscopic vegetation.
Neither High Quality Waters (HQW), Water Supplies (WS-I: undeveloped watersheds or WS-II:
predominately undeveloped watersheds) nor Outstanding Resource Waters (ORW) occur within
1.0 miles of the project study area.
Biotic Resources
Four distinct terrestrial communities are identified in the project area (Figure 2): Coastal Plain
Bottomland Hazdwoods, Coastal Plain Small Stream Swamp, early successional, and
maintained/disturbed: Community boundaries within the project area are well defined as shown
in Figure 2. Faunal species likely to occur within the project area will exploit all community
types for shelter, foraging opportunities, and/or as wildlife corridors.
Table 1. Habitat Within Project Area.
Coinmuni '~ Surface Water ~ Wetland Upland ~ .: ~T©tals
Bottomland Hardwoods - 0.09 ac 0.55 ac 0.64 ac
Small Stream Swamp - 0.1 l ac - 0.11 ac
Early Successional - - 0.01 ac 0.01 ac
Maintained/Disturbed - 0.02 ac 0.63 ac 0.65 ac
Stream 0.01 ac - - 0.01 ac
Rainbow Creek 0.13 ac - - 0.13 ac
Total 0.14 ac 0.22 ac 1.19 ac 1.55 ac
B. Jurisdictional Topics
Rainbow Creek is jurisdictional surface water under Section 404 of the Clean Water Act.
Summary of Anticipated Impacts
Potential wetland communities were investigated pursuant to the 1987 Corps of Engineers
Wetlands Delineation Manual. The three-pazameter approach was used. Hydric soils,
hydrophytic vegetation, and certain specific hydrologic characteristics must all be present for an
area to be considered a wetland. Wetlands are present within the Coastal Plain Bottomland
Hardwoods, Coastal Plain Small Stream Swamp, and the maintained/disturbed
community. The total area of wetlands within the project area is 0.22 ac (0.09 ha).
Rainbow Creek and a stream draining into the creek aze jurisdictional surface waters under
Section 404 of the Clean Water Act (33 USC 1344). Rainbow Creek covers 0.13 acres and 188
linear feet of the project area. The stream draining into the Creek covers 0.01 acres and 195
lineaz feet of the project area.
5

RED-COCKADED WOODPECKER
ENDANGERED
The mature, open pine stands required by the RCW are not present in the project azea. The North
Carolina Natural Heritage Program database was reviewed on June 12, 2001 and revealed no
records of existing populations of the RCW within 1.0 miles of the project azea. No habitat for
the RCW exists in the project area, thus, no impacts to RCWs will result from project
construction.
BIOLOGICAL CONCLUSION:
VI. CULTURAL RESOURCES
A. Compliance Guidelines
NO EFFECT
This project is subject to compliance with Section 106 of the National Historic Preservation Act
of 1966, as amended, 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.
B. Historic Architecture
The North Cazolina Department of Cultural Resources has reviewed this project and determined
that no structures of historic significance will be affected by the project (See attached letter).
C. Archaeology
The North Carolina Department of Cultural Resources has reviewed this project and determined
that there are no likely azchaeological resources of historic significance that could be affected by
the project (See attached letter).
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 project is considered to be a Federal "Categorical Exclusion" due to its limited scope and
lack of substantial environmental consequences.

VII. PUBLIC INVOLVEMENT
On March 4, 2004, NCDOT conducted a Citizens' Informational Workshop to discuss the
replacement of Bridge No. 43. Approximately 30 people were in attendance. Comment sheets
were distributed at the workshop with extras given out to provide to those who could not attend.
A one-month period was allowed for comment following the meeting. Ninety-nine comments
were received in that period of time including a letter from the Town of Hookerton.
Listed below are the issues raised by those sending comments and NCDOT's response:
Issue: Many of those in the community on the west side of the bridge were concerned about
Emergency Services and increased response time.
Response: This is a concern for NCDOT on every bridge project where an offsite detour is
considered. Prior to the meeting NCDOT had coordinated with Emergency Services of Greene
County who indicated that a mutual aid agreement could be established to provide adequate
service during the short period of road closure (see attached letter).
Issue: The community west of the bridge (see attached letter) indicated a preference for
maintaining traffic onsite stating that an offsite detour would disrupt normal travel patterns
making it more difficult for those traveling to and from their jobs. The Town also stated a
preference for maintenance of traffic onsite.
Response: While the NCDOT agrees with the validity of the community's concerns, we have
elected to detour traffic offsite for the reasons stated in Section III Part D of this document.
Issue: A significant number of pedestrians using the bridge that an offsite detour would not
accommodate.
Response: The Department concurs with the assessment and is coordinating with Greene County
Transportation to provide a van service during the period of construction. Within the next twelve
months, Greene County Transportation will be conducting a survey of the residents in the
community on the northwest quadrant of the bridge to determine how frequent the service should
run. Service will be provided for the duration of road closure.
Issue: The town and community have requested that the final bridge be both pedestrian and
bicycle friendly. The town also prefers bicycle/pedestrian friendly rail.
Response: The new bridge will be designed with a sidewalk on the north side with pedestrian
safe rail. The roadway cross section will be sufficient to accommodate bicycle travel with
bicycle safe rail on the south side.
Issue: The Town and a number of those commenting indicated that the current bridge is
responsible for flooding that occurs on a regular basis.
9

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/~~ ~\ NORTH CAROLINA DEPARTMENT OF
/4 ~~•, TRANSPORTATION
'' :. DIVISION OF HIGHWAYS
~, ~ ,~?~ PROJECT DEVELOPMENT &
'~. ~,y~ ~ ENVIItONMENTAL ANALYSIS BRANCH
•'!Tpciit-.
GREENE COUNTY
REPLACE BRIDGE NO. 43 ON SR 1438
OVER RAINBOW CREEK
B-4127
Figure 1

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iREENE COUNTY. DEPARTMENT
~F EMERGENCY SERVICES DICI:IE HILL
71 MARTIN L. KING 1R. PARKWAY DIRECTOR
NOW HILL, NC 28580 (-.s 1 ~~~ .saa
(s) -a~-~6~~
(25.) ;J7-1531
Date: 7-9-01
NC Department of Transportation
Project Development 8~ Environmental Analysis
Attn: Davis Moore
1548 Mail Service Center
Raleigh, NC 276S9-.1548
Subject: Replacement of Bridge No.'s 43, on SR 1438 , 49, on SR 1434, and 46 on SR
1091 in Greene County:
Road closures can be handled by a combination of re-routing and mutual aid
arrangements with surrounding Emergency Services Providers for the above identified
bridges.
~ckie Hil~
Emergency Manager
Emcrgeiicy rtilunugemenl -Fire :1(urs/~u! - EaIS - l~esp~criuirs
E-9/1 Addressing - ~Ylupbuse/Uacuhusc ;bluinlenunrc

~°~~~`~.
~ ~-~
~~ ~~~ ~~
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisheth C. Evans, Secretary
Jeffrey 1. Crow, Deputy Secretary
Office of Archives and History
March 22, 2002
I~1E~IORANDL'Iti
TO: William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
Division Of Highways
Department of Transportation
FR01~1: David Brook ',~'~~~-~ ~t(~ Y.' ~ ^-
St?B1ECT: Replace Bridge No. 43 and SR 1438 over Creek, B-4127,
.Greene Count~~, ER 02-8560
1,,,~;
Thank you for your memorandum of September 25, 2001, concerning the above project.
t:~'
~~~~I
c~`-
Division of Historical Resources
David 1. Olson, Director
There are no known archaeological sites within the project area. Based on our knowledge of the area, it is
unlikeh~ that ant- archaeological resources that ma~~ be eligible for conclusion in the National Register of.
Historic Places will be affected by the project. We, therefore, recommend that no archaeological
investigation be conducted in connection with this project.
Because the Department of Transportation is in the process of surveying and evaluating the National
Register eligibilir<~ of all of its concrete bridges, use are unable to comment on the National Register
eligibilit,- of the subject bridge. Please contact I~1ar}~ Pope Furr, in the Architectural History Section, to
determine if further study of the bridge is needed.
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 questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above-referenced tracking number.
DB:kgc
Administration
Restoration
Survey & Planning
Location
507 N. Blount St, Raleigh, NC
515 N. Blount St, Raleigh , NC
515 N. Blount St, Raleigh, NC
Mailing Address
4617 Mail Service Center. Raleigh 27699-4617
4613 Mail Service Center, Raleigh 27699-4613
4618 Mail Service Center, Raleigh 27699-4618
Telephorie/Fax
f919) 733-4763 •733-8653
[phone].715-4801
[phone].715-4801

or a stream survey show that these areas do not support anadromous fish species, then the
NCDMF will withdrawal its request for a moratorium. .
Bridge No. 118
NCDMF fisheries data for this portion of Grindle Creek are unavailable. At the confluence of
this creek and the Tar River, data show that the Tar River is used as spawning and nursery areas
for river hemng (blueback, and alewife), shads (American, and hickory), and striped bass. In the
absence of specific data the NCDMF requests that DOT take arisk-averse approach to this
project and impose an in-water moratorium from February through September to protect adult,
egg, and larval stages of these migratory species. If data from the Wildlife Resource Commission
or a stream survey show that these areas do not support anadromous species, then the NCDMF
will withdrawal its request for a moratorium.
Bridge No. 4
NCDMF fisheries data for this portion of Bay River are unavailable. However, there are
numerous Primary Nursery Areas (PNA's) located downstream of this site. All care must be
taken to protect these critical habitat areas. Additionally, if data from the Wildlife Resource
Commission show that this area is used by anadromous fish, species then an in-water moratorium
from February through September should be utilized.
Bridge No. 65
The proposed project is located just upstream of the confluence of this creek and the Neuse River.
Given its close proximity to the Neuse and the high likelihood (creeks upstream and down stream
of this site are PNA's) that this creek is utilized by estuarine fisheries species (blue crab, shrimp,
spot, Atlantic croaker, southern flounder, etc), the NCDMF requests that no in-water work be
conducted from April 1 through October 1. The use of silt curtains as proposed would interfere
with the ingress of juveniles into this system. Stranding data from the WRC and personal
observations from the NCDMF indicate that green and loggerhead sea turtles are also found in
this area in addition to the Kemp's ridley sea turtle. The NCDMF has caught Kemp's and
loggerheads in the shallow. waters around Minnesott Beach upstream of this creek.
Bridge No. 136, 108, and 77
The NCDMF sees no problem with the course of action proposed for the replacement of these
bridges.
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50°k recycled/10% post-consumer paper

7
Bride Memo
2
Nlay ??, 2002
Randolph County -Bridge No. 257, SR 2824, Vestal Creek, B-424
Richmond County -Bridge No. 129, SR 1321, Big Mountain Creek, B-4247
Sampson County -Bridge No. 150, SR 1006, Little Coharie Creek, B-4265
Sampson County- Bridge No. 191, SR 1845, Great Coharie Creek, B-4272
Vance County -Bridge No. 3, SR 1107, Ruin Creek, B-=1298
Wake County -Bridge No. 189, SR 2333, Little River, B-4305
Washington County - Bride No. 29, SR 1163, Maul Creek, B-4314
Wilson County -Bridge No. 52, SR 1131, Turkey Creek, B-4327
Wilson County -Bridge No. 3, SR 1634, Great Swamp, B- 4328
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge dec>: drains sho:~ld not dischar. oe directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x10'. If possible, when using temporary
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general .`404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species may be
required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.

•
Badge Memo 4 ~ May 22, 2002
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage. Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation. The azea should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
1. Beaufort County -Bridge No. 77, NC 99, Pantego Creek, B-3611
YELLOW LIGHT. Biologists indicate that a bride is preferred. There is potential for
wetland impacts at this location due to the width of stream and site elevation. Due to the
potential for anadromous fish at this location, NCDOT should closely follow the "Stream
Crossing Guidelines for Anadromous Fish Passage". This includes.a moratorium on
work within jurisdictional waters from February 15 to June 15.
2. Beaufort County -Bridge No. 136, SR 1626, Canal, B-4024
GREEN LIGHT. No concerns indicated by biologists. Standard conditions should be
appropriate.
3. Beaufort County -Bridge No. 136, SR 1626, Canal, B-4024
GREEN LIGHT. No concerns indicated by biologists. Standard conditions should be
appropriate.
4. Bertie County -Bridge No. 45, SR 1110, Choowatic Creek, B-4026
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15.
S. Brunswick County -Bridge No. 72, NC 179, Jinnys Branch, B-4031
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. There is also the potential for impacts to high quality coastal wetlands at this
location. NCDOT should employ all measures necessary to avoid impacts to these
resources.

~ ~ Bridge Memo 6 May ??, 200?
13. Greene County -Bridge No. 46, SR 1091, Wheat Swamp Creek, B-412
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or m_ inimize impacts to these wetlands. Standard recommendations
apply.
14. Greene/Lenoir Cos. -Bridge No. 49, SR 1434, Wheat Swamp Creek, B-4126
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these~wetlands. Standard recommendations
apply.
15. Greene County -Bridge No. 43, SR 1438, Rainbow Creek, B-4127
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Standard recommendations
apply.
16. Halifax County -Bridge No. 11, SR 1001, Jacket Swamp, B-4133
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Standard recommendations
apply.
17. Harnett County -Bridge No. 35, NC 42, Norfolk and Southern Railway, B-4137
GREEN LIGHT. No comment.
18. Hertford County - Bridge No. 67, SR 1118, Ahoskie Creek, B-4150
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 1~ to
June 15. Other standard comments apply. -
19. Hyde County -Bridge No. 108, SR 1340, Old State Canal, B-4154
GREEN LIGHT. Standard comments apply.
20. Jones County -Bridge No. 7, SR 1129, Big Chinquapin Branch, B-4169
YELLOW LIGHT. Big Chinquapin Branch supports a good fishery for sunfish;
therefore, we recommend a moratorium on work within jurisdictional waters from April 1
to June 15. There is also the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Other standard
recommendations apply.
21. Lee County -Bridge No. 4, SR 1423,_ Gum Fork, B-4171
GREEN LIGHT. Standard comments apply.
22. Martin County -Bridge No. 5, SR 1417, Conoho Creek, B-4187
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. Biologists indicate that a bridge is preferred. There is also the potential for
impacts to high quality wetlands at this site. NCDOT should avoid or minimize impacts
to these wetlands. Other standard comments apply.
23. Nash County -Bridge No. 56, SR 1544, Tar River, B-4211

,~
. Bride Memo
S May 22, 2002
~~
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. There is also the potential
for impacts to high quality wetlands at this site. NCDOT should avoid or minimize
impacts to these wetlands. Other standard comments apply.
32. Randolph County -Bridge No. 34, SR 1304, Second Creek, B-4242
GREEN LIGHT. Standard comments apply.
33. Randolph County -Bridge No. 257, SR 2824, Vestal Creek, B-4245
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Other standard comments
apply.
34. Richmond County -Bridge No. 129, SR 1321, Big Mountain Creek, B-4247
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Other standard continents
apply.
35. Sampson County -Bridge No. 150, SR 1006, Little Coharie Creek, B-4268
YELLOW LIGHT. Little Coharie Creek supports a good fishery for sunfish; therefore,
we recommend a moratorium on work within jurisdictional waters from April 1 to June
15. There is also the potential for impacts to high quality wetlands at this site. NCDOT
should avoid or minimize impacts to these wetlands. Other standard comments apply.
36. Sampson County -Bridge No. 191, SR 1845, Great Coharie Creek, B-4272
YELLOW LIGHT. Great Coharie Creek supports a good fishery for sunfish; therefore,.
we recommend a moratorium on work within jurisdictional waters from April 1 to June
15. Biologists indicate that a bridge is preferred. There is also the potential for impacts
to high quality wetlands at this site. NCDOT should avoid or minimize impacts to these
wetlands. Other standard comments apply.
37. Vance County -Bridge No. 3, SR 1107, Ruin Creek, B-4298
RED LIGHT. There are records of state and federally listed mussels in the project
vicinity. Therefore, due to the potential for impacts to listed species we request that
NCDOT perform a mussel survey prior to the construction of this bridge. An on-site
meeting should be held with NCWRC and USFWS biologists, prior to the `404' permit
application, to discuss bridge design and construction. We request NCDOT incorporate
High Quality Sedimentation and Erosion Control Measures into the design of this project.
Other standard recommendations apply.
38. Wake County -Bridge No. 189, SR 2333, Little River, B-4305
RED LIGHT. The Little River supports a good fishery for sunfish, therefore, we
recommend a moratorium on work within jurisdictional waters from April 1 to June 15.
There are records of state and federally listed mussels in the project vicinity. Therefore,
due to the potential for impacts to listed species we request that NCDOT perform a
mussel survey prior to the construction of this bridge. An on-site meeting should be held
with NCWRC and USFWS biologists, prior to the `404' permit application, to discuss
bridge design and construction. We request NCDOT incorporate High Quality
Sedimentation and Erosion Control Measures into the design of this project. Other
standard recommendations apply.

4

,. ~D~xi II~ ~ IID~tPx~l~~
~J. (~. +i~u~ 296
~~m~l;rrtun, 1. L. 28538
~Jhmm 7I7-3516
April 8, 2004
Mr. John Williams, Planning Engineer
Project Development & Environmental Branch
NCDOT
1548 Mail Service Center
Raleigh, NC 27699-1548
Subject: Bridge Replacement Preference
B4127#43 on SR 1438
Dear Mr. Williams:
I am writing on behalf of the Hookerton Board of Commissioners to convey. their decision of
April 6 to support placement of a temporary bridge as part of the project to replace the existing
bridge of Rainbow Run. A temporary bridge will have the least impact on disruption of normal
use of Dixon Farm Road and Main Street for the citizens in town and the vicinity. The basic
presentation of Alternative #2 would be desirable with the following additional considerations to
maximize the public benefits of the project while causing the least cost and disruption to the
Town and its residents.
1. Mitigate Conflict with Town's Sewer Pump Station
The proposed temporary bridge alignment conflicts with the Town's sewer pump station. The
project needs redesign or the budget needs to include sufficient funds to relocate or otherwise
mitigate the disruption to sewerage service to the west side of town if the conflict cannot be
avoided.
2. Reduce Flooding on the Creek
The new bridge should span Rainbow Run with sufficient clearance to allow floodwaters to pass
under the structure and eliminate the flooding problem caused by the existing low bridge and road
fill at each end. The further the span clears the flood channel the better.
3. Sufficiently wide bridge for pedestrians and bicycles
The bridge needs to be wide enough to provide separated vehicle and pedestrian bicycle traffic
sections. We were pleased to learn from Division Project Engineer John Rouse of NCDOT
approval of our request for an eight feet wide walk/bike path connecting the new bridge with our
downtown and the west side of town.
4. Include bike style railings

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