20060582 Ver 1_Complete File_20060424

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STATE OF NORTH CAROLINA ~~~'' ~~ ~ ~ ~ ~~
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DEPARTTVIENT OF T~ZANSPORTATION ~ ~`~'" ~ ~~-.
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MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO~~TT
GOVERNOR SECRETARY
May 25, 2007
WBS Element: 33466.3.1 (B-4111)
Contract No.: C201547
F. A. No.: BRZ-1135 (6)
County: Edgecombe
Description: Bridge over Cokey Swamp and Approaches o:, SR 1135
SUBJECT: PRECONSTRUCTION CONFERENCE & PERMIT MEETING
Mr. Randall Gattis
Sanford Contractors, Inc.
628 Rocky Fork Church Road
Sanford, North Carolina 27332
Dear Mr. Gattis:
Per our conversation, the Preconstruction Conference and Permit Meeting for this project is being
scheduled for Wednesday, June 27 at 9:00 a.m. The Preconstruction Conference is contingent upon
the award of the project by the Board of Transportation. The conference will be held in the
Conference Room of the Wilson Division Office. Our office is located at 509 Ward Boulevard in
Wilson, N. C.
Please be prepared to present the following documents at this conference: progress schedule, letter
naming persons authorized to sign Supplemental Agreements, letter naming your Company EEO
Officer and Minority Liaison Officer, and letter naming Erosion and Sediment ControUStorm Water
Certified Supervisor, Certified Foreman and Certified Instiller.
We look forward to meeting with you at the above time.
Cordially yours,
Wendi O. Johnson, PE
Division Construction Engineer
WOJ/cbl
Post Office Box 3165, Wilson, North Carolina 27895-3165
Telephone [phone] Fax [phone]

Mr. Randall Gattis
/ May 25, 2007
Page 2
c: Ron Lucas (FHWA)
Gary Jordan (US Fish & Wildlife)
Rob Ridings (NCDENR, Division of Water Quality)
Brian Wrenn (NCDENR, Division of Water Quality)
John Holley (NCDENR, Land Quality Section)
Travis Wilson (NCWRC)
David Cox (NCWRC)
Ron Sechler (National Marine Fisheries)
William Wescott (US Army Corps of Engineers)
Ernie James (Edgecombe-Martin EMC)
Joan Waruzcak (Embarq)
ec: Cecil L. Jones, PE
Donald Pearson, EI, CPESC
F.obert Simpson
Andy Brown, PE
Bobby Lewis, PE
Mike Robinson, PE
Andy Pridgen
Ron Hancock, PE
Lloyd Johnston, Jr.
Eddie Bunn, PE
Keith Honeycutt, PE
Charles W. Brown, PE, PLS
Kevin Lacy, PE
Victor Barbour, PE
Ellis C. Powell, Jr., PE
Don G. Lee
Jimmy Marler
Jamie Guerrero
Warren Walker, PE
Haywood Daughtry, PE
Doug Allison
Barry Whitaker
Steve McKee, PE
Chris Kreider, PE
D. R. Henderson, PE
Queen Crittendon
Greg Dixon
Ronnie Keeter, PE
Wade Harper
Kenny Baines

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STATE OF NORTH CAROLINA T~v?^ •,~ '~r2 `~', ~)
. ti f„
DEPARTTVIENT OF TRANSPORTATION v ' ': ;~ ~~ ~U~.
MICHAEL F. EASLEY DIVLSION OF HIGHWAYS LY1~Dd~TIPPETT
GOVERNOR SECRh"~'i~}'
May 25, 2007
WBS Element: 33466.3.1 (B-4111)
Contract No.: C201547
F. A. No.: BRZ-1135 (6)
County: Edgecombe
Description: Bridge over Cokey Swamp and Approaches on SR 1135
SUBJECT: PRECONSTRUCTION CONFERENCE & PERMIT MEETING
Mr. Randall Gattis
Sanford Contractors, Inc.
628 Rocky Fork Church Road
Sanford, North Carolina 27332
Dear Mr. Gattis:
Per our conversation, the Preconstruction Conference and Permit Meeting for this project is being
scheduled for Wednesday, June 27 at 9:00 a.m. The Preconstruction Conference is contingent upon
the award of the project by the Board of Transportation. The conference will be held in the
Conference Room of the Wilson Division Office. Our office is located at 509 Ward Boulevard ire
Wilson, N. C.
Please be prepared to present the following documents at this conference: progress schedule, letter
naming persons authorized to sign Supplemental Agreements, letter naming your Company EEO
Officer and Minority Liaison Officer, and letter naming Erosion and Sediment ControUStorm Water
Certified Supervisor, Certified Foreman and Certified Installer.
We look forward to meeting with you at the above time.
Cordially yours,
Wendi O. Johnson, PE
Division Construction Engineer
WOJ/cbl
Post Office Box 3165, Wilson, North Carolina 27895-3165
Telephone [phone] Fax [phone]

Mr. Randall Gattis
May 25, 2007
Page 2
c: Ron Lucas (FHWA
Gary Jordan (US F
Rob Ridings (NCD
Brian Wrenn (NCD
John Holley (NCD
Travis Wilson (NC
David Cox (NCWR
Ron Sechler (Natio
William Wescott (U
Ernie James (Edge
Joan Waruzcak (Em
ec: Cecil L. Jones, PE
ish & Wildlife)
ENR, Division of Water Quality)
ENR, Division of Water Quality)
ENR., Land Quality Section)
WRC)
C)
nal Marine Fisheries)
S Army Corps of Engineers)
combe-Martin EMC)
bary)
Donald Pearson, EI, CPESC
Robert Simpson
Andy Brown, PE
Bobby Lewis, PE
Mike Robinson, PE
Andy Pridgen
Ron Hancock, PE
Lloyd Johnston, Jr.
Eddie Bunn, PE
Keith Honeycutt, PE
Charles W. Brown, PE, PLS
Kevin Lacy, PE
Victor Barbour, PE
Ellis C. Powell, Jr., PE
Don G. Lee
Jimmy Marler
Jamie Guerrero
Warren Walker, PE
Haywood Daughtry, PE
Doug Allison
Barry Whitaker
Steve McKee, PE
Chris Kreider, PE
D. R. Henderson, PE
Queen Crittendon
Greg Dixon
Ronnie Keeter, PE
Wade Harper
Kenny Baines

0~0~ W A TF9QG
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April 24, 2006
Edgecombe County
DWQ Project No. 20060582
Bridge 19 on SR 1135
TIP No. B-4111
APPROVAL of 401 WATER QUALITY CERTIFICATION and TAR-PAl\1LIC0 BUFFER AUTHORIZATION,
with ADDITIONAL CONDITIONS
Dr. Gregory J. Thorpe, Ph.D.
NCDOT, Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with flee conditions listed below, for the following impacts for the purpose of
replacing Bridge 19 in Edgecombe County:
Wetland Impacts in the Tar-Pamlico River Basin
Site Fill
ac Fill (temporary)
ac Excavation
ac Mechanized
Clcarin ac Hand Clearing
ac Total Wetland
Im act ac
1 0.03 0 0 0.27 0 0.30
Total 0.03 0 0 0.27 0 0.30
Total Wetland Impact for Project: 0.30 acres.
Tar-Pamlico Ri arian Buffer Im acts
Site Zone 1 mir:us =Zone 1 Zone 1 Buffer Zone 2 minus =Zone 2 Zonc 2 Buffer
Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required (using
(sq ft) (sq ft) (using 3:1 ratio) (sq ft) wetlands) 1.5:1 ratio)
s ft
1 7,405.2 0 7,405.2 N/A G,098.4 0 6,098.4 N/A
Totals 7,405.2 0 7,405.2 0 6,098.4 0 6,098.4 0
* n/a =Total for Site is less than 1/3 acre and 1501inear feet of impact, no mitigation required
Total Buffer Impact for Project: 13,503.6 square feet.
The project shall be constructed in accordance with your application dated received Apri16, 2006. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
3403. This certification corresponds to the Nationwide Permit 23 issued by the Corps of Engineers. This approval
is also valid for the Tar-PamlicoI2iparian Buffer Rules (15A NCAC 2B.0250). In addition, you should acquire any
other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying 404 permit.
No4nhCarolina
Transportation Permitting Unit ~ atllra!!f
1650 Mail Service Center, Raleigh, NoRh Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet http:l/h2o.enr.state.nc.uslncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
An Equal OpportunitylAffirmative Action Employer- 50% Recycled110% Post Consumer Paper

Michael F. Easley, Governor
O~OF W ATF9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
~ Alan W. Klimek, P.E. Director
~ Division of Water C!ualit
> ~ ~~~ ~ r Y
O -C
T1us approval is valid solely.for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 1501inear feet, compensatory mitigation maybe required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification as well as those listed below.
Condition(s) of Certification:
1. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
2. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
3. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
4. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
5. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
6. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
7. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
8. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
9. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
10. The pernuttee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other appropriate requirements of State and Federal law. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated,
or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
11. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification..
None Carolina
Transportation Permitting Unit r/~firrllllJ
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet htto:/lh2o.enr.state.nc.us/navetlands
An Equal OpportunitylAffirmativeAaion Employer- 50% RecyCled110% Post Consumer Paper

Michael F. Easley, Governor
~OF W ATF9 William G. Ross Jr., Secretary
QG North Carolina Department of Environment and Natural Resources
\O ^ ~ Alan W. Klimek, P.E. Director
~~~ ~ Division of Water Quality
_ ,~__..r
12. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer
and the on-site project manager.
13. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification.
14. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been
completed.
15. Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
16. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
pemut without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
17. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
18. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by
this Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored upon completion of the project.
19. All stormwater runoff shall be directed as sheetflow through stream buffers at nonerosive velocities, unless
otherwise approved by this certification.
20. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the
preconstruction contours and revegated. Maintained buffers shall be permanently revegetated with non-woody
species by the end of the growing season following completion of construction. For the purpose of this condition,
maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular DOT
maintenance activities including mowing. The area with non-maintained buffers shall be permanently revegetated,
with native woody species before the next growing season following completion of construction.
None Cm.olina
~trrra!!~
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]ntemet: http•//h2o enr state nc us/ncwetlands
.. ..._ _ _ 1.._ ~~., ~ m......~;,,,, ~ rflnn Fmnlnvar . 50% ReLVC10dI1 O°/o Post Consumer Paper

0~ WATF Michael F. Easley, Governor
\OC~ 9oG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
~ ~ Alan W. Klimek, P.E. Director
> ~ ~ [ Division of Water Quality
o~~~
21. Pursuant to NCAC 15A 2B.0259(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Tar-Pamlico Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment
and erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this project. Moreover,
sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
22. The post-construction removal of any temporary bridge structures must return the project site to its
preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native species.
23. Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition
and Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification.
24. Bridge deck drains should not discharge directly into the stream. Stormwater should be directed across the
bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated buffers,
etc.) before entering the stream. Please refer to the most current version of Stornnvater Best Management Practices
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clcan Water Act. If you
have any questions, please contact Rob Ridings at [phone].
cer ly,
c
~~r't' ~ 1
lan W. Klimek, P
Attachments (General Certification and Certificate of Completion form)
cc: Wilmington US Army Corp District Office
Jamie Guerrero, Division 4 Environmental Officer
R. E. Greene, P.E., Division 4 Engineer
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Wilson, NC Wildlife Resources Comrnission
DWQ Raleigh Regional Office copy
Central Files
File Copy
No~SihCarolina
Transportation Permitting Unit ,/~1la~rrrR!!f
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, NoRh Carolina 27604
Phone: [phone] /FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetlands
An Equal OpportunitylAffirmativeAc1ion Employer- 50% Recycledll0% Post Consumer Paper

U.S. ARMY CORPS OF ENGINEERS Q Q
WILMINGTON DISTRICT
Action ID. 200610800 County: Ed~ecombe USGS Quad: Rocky Mount
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner /Authorized Agent: North Carolina Department of Transportation
Address: attn: Gregory Thorpe
1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone No.: 919-733-3141
Size and location of property (water body, road name/number, town, etc.): Bridge 19 on NCSR 1135
over Cokey Swamp, located southeast of ltocky Mount. TIP # B-4111. Colcey Swamp connects to
Town Creek which in a tributary to Tar River.
Description of projects area and activity: Replace existing bridge with a new bride at the same
location. Off-site detours will be utilized during construction. Proiect will result in impacts to 0.30
acres of riparian wetlands. Refer to Special Conditions for mitigation requirement.
Applicable I.aw: ® Section 404 (Clean Water Act, 33 USC 1344)
^ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 23
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are
scheduled to be modified, reissued, or revoked prior to March 18, 2007. it is incumbent upon you to remain
informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you
commence or are under contract to commence this activity before the date that the relevant nationwide permit is
modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP
to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the expiration
date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain
valid until the expiration date identified below, provided it complies with all new and/or modified terms and
conditions. The District Engineer may, at any time, exercise his discretionary authority to modify, suspend, or
revoke a case specific activity's authorization under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coasta] Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact William Wescott at 252-975-1616 extension 31.
Cor sRe Mato Official Vv1X~. ~ C"1w~s~ Date: 05/05/2006
P g rY
Es iration Date of Verification: 03/18/2007 0 ~~~~~~ D
P D
MAY 0 9 2006
Page 1 of 8 DENR • WATER QUALITY
yyETLANDS AND STORMWATER BRANCH

r"`:~,
~~ ~; ,~+ CY;.".~~ Determination of Jurisdiction:
''~;~~ i A~ Based on preliminary information, there appear to be waters of the US including wetlands within the above
~` ~° described project area. This preliminary determination is not an appealable action under the Regulatory
~~ Program Administrative Appeal Process (Reference 33 CFR Part 33 ] ).
13. ^ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and I-Iarbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ^ There arc waters of the US and/ot• wetlands within the above described project area subject to the permit
requirements aPSection 404 of the Crean Water Act (CWA)(33 USC ~ 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
fi•om the date of this notification.
ll. ®The jurisdictional areas within the above described project area have been identifted under a previous action.
Please reference jurisdictional determination issued 2/4/2004. Action 1D 200220749
Basis of .Jurisdictional lletermination: Colcey Swamp connects to Town Creek which in a tributary to Tar
River.
Appeals Cnformation: (This information does noC apply to preliminary determinations as indicated by paragraph A.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an achninistrative appeal under Corps regulations at 33 CFR part 331.
Gncloscd you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you
request to appeal this determination you must submit a completed KFA form to the South Atlantic Division,
Division Office at the Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CGSAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 33 LS,~ and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, iC must be received at the above address by
7/4/2006.
**It is not necessary to submit an RI'A norm to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Offcial: Vv ~~~`~7.
Date 05/0_5/2006
Copy T'urnished:
NCDOT, Division 4 Environmental Officer
NCDWQ, John L-[ennessy, Wetlands/401 Unit
Page 2 of 8

Additional Special Conditions
Action LD. # 200610800 - NCDOT, Division 4, NCSR 1135 (Bridge Replacement # 19)
a) All measures will be taken to avoid any temporary rill from entering into wetlands
and Cokey Swamp from bridge demolition. Bridge demolition shall follow NCDOT best
management practices for construction and maintenance activities dated August 2003 and
incorporate NCDOT policy entitled "Bridge Demolition and Removal in Waters of the
United States" dated September 20, 1999.
Pre-Construction
b) Prior to commencing construction within jurisdictional waters of the United States,
the permittee shall forward the latest version of project construction drawings to the
USACE, Washington Regulatory Field Office NCDOT Regulatory Project Manager.
Half size drawings are acceptable.
c) The pernittee shall schedule an environmental preconstruction meeting between its
representatives, the contractor's representatives, and the USACE, Washington Regulatory
Field Office NCDOT Regulatory Project Manager, prior to airy work within jurisdictional
waters and wetlands to ensure that there is a mutual understanding of all of the terms and
conditions contained within this Department of the Army Permit. The permittee shall
provide the USACE, Washington Regulatory Pield Office NCDOT Regulatory Project
Manager, with a copy of the final plans at least two weeks prior to the preconstruction
meeting along with a description of any changes that have been made to the project's
design, construction methodology or construction timeframe. The permittee shall
schedule the environmental preconstruction meeting for a time when the USACE, and
North Carolina Division of Water Quality (NCDWQ) Project Managers can attend. The
permittee shall invite the USACE and NCDWQ Project Managers a minimum of four
weeks in advance of the scheduled meeting in order to provide those individuals with
ample opportunity to schedule and participate in the required meeting.
d) Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill, or mechanized land-clearing activities shall take place at any
time in the construction or maintenance of this project, within waters or wetlands, or any
activities that cause the degradation of waters or wetlands, except as authorized by this
permit, or any modification to this permit. This permit does not authorize temporary
placement or double handling of excavated or fill material within waters or wetlands
outside the permitted area. There shall be no excavation from, waste disposal into, or
degradation of, jurisdictional waters or wetlands associated with this permit without
appropriate modification of this permit, including appropriate compensatory mitigation.
This prohibition applies to all borrow and fill activities connected with this project.

e) To ensure that all borrow and waste activities occur on high ground and do not
result in the degradation of adjacent wetlands and streams, except as authorized by this
permit, the permittee shall require its contractors and/or agents to identify all areas to be
used to borrow material, or to dispose or dredged, fill, or waste material. The permittee
shall provide the USACE with appropriate maps indicating the locations of proposed
borrow or waste sites as soon as the permittee has that information. The permittee will
coordinate with the USACE before approving any borrow or waste sites that are within
400 feet of any streams or wetlands. The permittee shall ensure that all such areas
comply with condition (d) of this permit, and shall require and maintain documentation of
the location and characteristics of all borrow and disposal sites associated with this
project. This information will include data regarding soils, vegetation and hydrology
sufficient to clearly demonstrate compliance with the preceding condition (d). All
information will be available to the USACE upon request. NCDOT shall require its
contractors to complete and execute reclamation plans for each waste and borrow site and
provide written documentation that the reclamation plans have been implemented and all
work is completed. This documentation will be provided to the Corps of Engineers
within 30 days of the completion of the reclamation work.
Mitigation
f) The unavoidable impacts to 0.30 acres of riparian swamp forest associated with this
project shall be mitigated by NCDO T by providing 0.30 acres of riparian wetlands
restoration in the '1 ar-Pamlico River basin (Hydrologic Cataloging Unit 03020103). It is
recommended that NCDOT provide this mitigation in accordance with the procedures
suggested in our letter dated 1 September 13, 2004 from Mr. Ken Jolly to Dr. Gregory J.
Thorpe

Action ID Number:200610800
Permittee: NCDOT
Date Permit Issued: 5/5/2006
Project Manager: William Wescott
County:Ed~ecombe
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON llISTRICT
WASHINGTON REGULATORY FIELD OFFICE
Post Office Box 1000
Washington, North Carolina 27889
Plcasc note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee
llate
Page 3 of 8

CESAW-RG-W DATE: OS/05/2006
MEMORANDUM FOR RECORD
SUBJECT: Consideration of Compensatory Mitigation and Potential Impacts to Endangered Species,
Cultural Resources and Essential Fish Habitat.
1. Action ID. 200610800
2. Project Name and Location: Bride 19 on NCSR 1135 over Colcey Swamp southeast of 12ocky
.Mount
3. Mitigation [Section 404(b)(1) Guidelines].
a. Has applicant avoided and minimized impacts to the maximum practicable extent? Y1JS
If NO, Explain:
b. Is compensatory mitigation necessary? Y>rS
Explain: in lieu payment to NCE~P at a 1:1 ratio for 0.3 acres of impact to riparian
wetlands.
4. Endangered Species (Section 7 of the ESA).
a. Will any threatened or endangered species or their critical habitats be affected by this project?
NO
IFYES, describe steps taken to address concerns:
5. Cultural Resources (Section 106 of the NAPA).
a. Will arty Cultural Resources be impacted by this project? NO
b. If YES, describe steps taken to address concerns:
6. Essential Fish Habitat (50 CSR Part 600, Magnuson-Stevens Act).
a. Is this a project that "may adversely affect essential fish habitat"? NO
b. If YES, describe steps taken to address concerns:
Corps Regulatory Official: V~/tiKJU.u..-, ~/v~+-L~, - ' (~U~ S ,
Page 4 of 8

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A licant: NCDOT File Number: 200610800 Date: 5/5/2006
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission)
PROFFERED PERMIT Standard Permit or Letter of ermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DF_,TERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
5I?CTION I-'Theft~Iltivvizl~ identifies your rights ~d olitton~~re~arding an;adtnihistrati~~e.appe~l~ol'thc a~o~-e
~~ •, ,. ,.
decision. Additidrxal i~iforlnation~niay be ~fo~tnd at ~http
%/vwvw.usace.army r~i l~inetilunctions~/cw~wc~ rc'~ or
~
Co s re ulations of 33 CSR Part 331.
~l?~ g
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may renuest that the permit be modified accordingly. You must complete Section II oI'this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should he issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for foal
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
Page 7 of 8

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. 'I'bis form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION I 1 - RE VEST I~OR ~11'Pl „~ C. or OBJECTIONS TO AN INITIAL I'ROFFERIsD I'>~RNIIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: T'he appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is alread in the administrative record.
POIN"I' OF C'~NTAC',"1" 1,'ORr(~idbiSTION~ OR.IN~FORMA~L~ICN:_ ~~
~_- _..W _
~_-- __ __~._.~ _
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
US Army Corps of Engineers Mr. 1Vlichael F. Bell, Administrative Appeal Review
attn: William Wescott, P.W.S. Officer
Post Office Box 1000 CESAD-ET-CO-R
Washington, NC 27889 U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of a ellant or agent.
llIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 I'orsyth Street, Room 9IVI15
Atlanta, Georgia 30303-3490
Page 8 of 8

L~' rSS/V[
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STATE OF NORTH CAROLINA
DEPARTZVIENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
ATTENTION: Mr. William Wescott
NCDOT Coordinator
Apri13, 2006
Dear Sir:
LYNDO TIPPETT
SECRETARY
°~~~od~
D
APK U 6 ?006
~-+t11At~DSAN STORK~t)RAtJCFl
Subject: Nationwide 23 Permit Application and Riparian Buffer Authorization for
the Replacement of Bridge No. 19 over Cokey Swamp on SR 1135, Edgecombe
County. Federal Aid Project No. BRZ-1135(6), State Project No. 8.2291301,
TIP Project No. B-4111, WBS Element 33466.1.1.
Please find enclosed the Preconstruction Notification (PCN), permit drawings, half-size plans,
Categorical Exclusion Action Classification (CE), Natural Resources Technical Report (NRTR), and the -~-,,
Ecosystem Enhancement Program (EEP) acceptance letter for the above-mentioned project. The North ~~'
Carolina Department of Transportation proposes to replace existing Bridge No. 19 over Cokey Swamp on
SR 1135 in Edgecombe County. The project involves replacement of the existing structure with a 135-
foot long bridge in the same location using top-down construction. The proposed structure for Bridge No. :..__=,~..~
19 will provide a 24-foot travel-way with a 3-foot offset on the north side and a 6-foot offset on the south
side. An offsite detour will be utilized. The project schedule calls for a December 19, 2006 let with a - `".~
review date of October 31, 2006. Proposed permanent impacts include 0.30 acre to jurisdictional I ~~'
wetlands. ~'`~
Impacts to Water of the United States '~~~
I~
General Description: Cokey Swamp is located in the 03020103 CU of the Tar-Pamlico River Basin. The '~~`
Division of Water Quality (DWQ) has assigned Cokey Swamp a Stream Index Number of 28-83-3.
DWQ has assigned a best usage classification of C NSW.
Permanent Impacts: Cokey Swamp and adjacent riverine wetlands will be impacted by the proposed
project. Construction of the proposed project will result in permanent impacts of 0.03 acre of fill and
0.27 acre of mechanized clearing in wetlands (see permit drawings).
MAtLINQ ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

Tar-Pamlico Riparian Buffer Rules
As stated above, this project is located in the Tar-Pamlico River Basin and therefore buffer rules apply.
NCDOT proposes 0.17 acre of allowable impacts to Zone 1 and 0.14 acre of allowable impacts to Zone 2.
Therefore no mitigation is required.
Utilitv Impacts: There is an existing 10" water line located on the west side of the project that will be
relocated by directional bore from high ground to high ground on the east side of the project. The cut will
originate outside the buffer area and end outside the buffer area.
There is also an existing aerial power line that will be dismantled, removed and laid inside conduit on top
of the ground west of the project and outside the project limits.
Bridge Demolition
The superstructure and substructure for Bridge No. 19 will allow removal without dropping components
into the water. Best Management Practices for Bridge Demolition and Removal will be implemented.
Avoidance and Minimization
Due to the location of this project and the juxtaposition of adjacent wetlands and surface waters, total
avoidance of the surrounding marsh and wetland is impossible during the construction of this project.
NCDOT has taken steps to minimize the impacts to this resource.
To minimize impacts to the wetland adjacent to Bridge No. 19, NCDOT is replacing the bridge in place
and utilizing an off-site detour.
Minimum width for the approaches and structure has been utilized. Fill slopes in wetlands on this
project will be 3:1 due to the loose alluvial sandy soils lacking clay or cohesion in order to avoid major
erosion and slope failure.
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 March 15,
2006. A copy of this letter is included with this application.
Federally Protected Species
As of March 3, 2006, the US Fish and Wildlife Service (USFWS) lists the red-cockaded woodpecker
(Picoides borealis) and the Tar spinymussel (Elliptio steinstansana) as endangered for Edgecombe
County. The bald eagle (Haliaeetus leucocephalus) is listed as threatened. The biological conclusion of
each species is "No Effect".
Scientific Name Common Name Status Biolo ical Conclusion Habitat
Elli do steinstansana Tar Rivers in mussel Endan ered No Effect No
Haliaeetus leucoce halus Bald ea le Threatened No Effect No
Picoides borealis Red-cockaded wood ecker Endan ered No Effect No

Regulatory Approvals
Section 404 Permit: This project is being processed by the Federal Highway Administration as a
"Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore, we do not anticipate
requesting an individual permit .but propose to proceed under a Nationwide 23 as authorized by a
Nationwide Permit 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 15A 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.
Tar-Pamlico River Basin Buffer Authorization: NCDOT requests that the NC Division of Water Quality
review this application and issue a written approval for aTar-Pamlico River Riparian Buffer
Authorization.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org~doh/preconstruct/pe/neu/Permit.html.
If you have any questions or need additional information, please contact Chris Underwood at (919) 715-
1451.
Sincerely,
,~ ~ Gregory .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
Ms. Wendy O. Johnson, P.E., Division 4 Engineer
Mr. Jamie Guerrero, Division 4 Environmental Specialist
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. Bill Goodwin, P.E., Planning Engineer

Off1Ce USe Only: Form Version March OS
20060582
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: NWP 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
1. Owner/Applicant Information
Name: NCDOT/ Proiect Development & Environmental Analysis Branch/ Grey Thorpe
Mailing Address: 1548 Mail Service Center. Raleiuh, NC 27699-1548
Telephone Number: 919-733-3141 Fax Number: 919-733-9794
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: N/A __
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12

III. Project Information
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 maybe 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: Replacment of Bridge 19 over Cokey Swamp on SR 1135
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4111
3. Property Identification Number (Tax PIN):
4. Location
County: Edgecombe Nearest Town: Rocky Mount
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take US 64 E from
Rocky Mount to NC 43 to SR 1135 and Bridge 19•
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° 53' 25" °N 77° 45' 28" °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Coke~p (Class C, NSW)
8. River Basin: Tar-Pamlico
(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: Substandard bride on SR 1135
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Replace Bridge 19 with a ne structure. Typical roadway construction equipment (excavators,
bull dozers, dump trucks, graders, etc.) will be utilized.
Explain the purpose of the proposed work: To provide a safer structure.
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.
N/A
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 maybe 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: 0.03 acre of fill and 0.27 acre of
mechanized clearing iniurisdictional wetland.
Page 7 of 12

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,
se aratel list im acts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
1 Fill Cypress-gum yes 0.03
1 Mechanized clearing Cypress-gum yes 0.27

Total Wetland Impact (acres)
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, rip-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 Im act Impact
Length
linear feet Area of
Impact
acres

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, dred in ,floodin , draina e, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Watcrbody

(lake, pond, estuary, sound, bay,
ocean etc. Area of

Impact
acres
No Impacts

Total Open Water Impact (acres)
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resultinu from the project:
Stream Im act acres : 0
Wetland Im act acres : 0.30
O en Water Im act acres : 0
Total Impact to Waters of the U.S.
acres 0
Total Stream Impact (linear feet): 0.30 acre permanent
impact
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.
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 Mininuzation)
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.
The bridce will be replaced in place utilizing an off-site detour. 3:1 slopes will be utilized due to soil
conditions.
Page 9 of 12

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 maybe 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, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
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 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.
Proposed permanent wetland impacts equal 0.30 acre. The NC Ecosystem Enhancement
Pro am EEP) will provide the compensato mitigation required for this project.
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 httn://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): 0.30 acre
Amount of buffer mitigation requested (square feet):0
Amount of Riparian wetland mitigation requested (acres): N/A
Page 10 of 12

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 ^
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 )? 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.
Im act
Zone* ,........p ~ ~~~ Multiplier
1 7,405.2
2 6,098.4
Total 13,503.6
* Zone 1 cxtcnds out 30 feet perpendicu
additiona120 feet from the edge of Zone 1.
Required
Mitigatior
none
none
~ none ~
the top of the near bank of channel; Zone 2 cxtcnds an
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. N/A
Page 11 of 12

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.
N/A
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.
N/A
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 anafter-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).
N/A
~~ ~~y~a~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

_':F
,~ `~:'
-~Eco~stem_ ~..
PROGRAM
March 13, 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:
B-4111, Bridge Number 19 over Cokey Swamp on SR 1135, Edgecombe
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP)
will provide the compensatory riverine wetland mitigation for the subject project. Based on the
information supplied by you in a letter dated March 8, 2006, the impacts are located in CU
03020103 of the Tar-Pamlico River Basin in the Northcm Inner Coastal Plain (NICP) Eco-
Regions, and are as follows:
Riverine Wetlands: 0.30 acre
This mitigation acceptance letter replaces the mitigation acceptance letter issued on
February 21, 2006. 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. EEP
will commit to implementing sufficient compensatory riverine 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,
' liam D. Gilmore, P.E.
EEP Director
cc: Mr. Bill Biddlecome, USACE-Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4111 Additional
~. ~.i1 t~ L, Lv~• .Y~L. LC4t ~t'y ;,.t( ~i t. ,.. t. i. M~.:. ~~'y. ~'~ c...~ 6~
~ NCDENR
North Carolina Ecosystem Enhancement Program,16S2 Mail Service Center, Raleigh, NC 27699-1651 / 919-115-0416 / www.nceep.net

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CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No. B-4111
State Project No. 8.2291301
Federal Project No. BRZ-1135(6)
A. Project Description:
This project proposes to replace Bridge No. 19 on SR 1135 over Cokey Swamp
in Edgecombe County. The bridge will be replaced with a 125-foot (38.1-m) long
bridge in approximately the same location and roadway elevation as the existing
bridge. The cross section of the new bridge will include two 12-foot (3.6-m)
lanes with 3-foot (1.0-m) offsets. Approach work will consist of resurfacing and
tying into the existing alignment for approximately 360 feet (109.7 m) to the
north and approximately 235 feet (71.6 m) to the south of the existing bridge.
Guardrail will be installed where warranted. Traffic will be detoured along
surrounding roads during construction. Please reference Figure 1.
B. Purpose and Nced:
Bridge No. 19 has a sufficiency rating of 23.0 out of a possible 100. The deck
and substructure of the existing bridge are in poor condition. Therefore, the
bridge needs to be replaced.
C. Proposed Improvements:
The following Type II improvements which apply to the project are circled:
1. Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R
and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including
safety treatments
g. Providing driveway pipes
h. Perfomung minor bridge widening (less than one through lane)
2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers

g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing cleaz zone safety improvements including removing hazazds
and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hazdwaze including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of grade
separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour repair,
fender systems, and minor structural improvements
O Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.
5. Construction of new truck weigh stations or rest areas.
6. Approvals for disposal of excess right-of--way or for joint or limited use of right-
of-way, where the proposed use does not have significant adverse impacts.
7. Approvals for changes in access control.
8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction is
not inconsistent with existing zoning and located on or near a street with adequate
capacity to handle anticipated bus and support vehicle traffic.
9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary
facilities where only minor amounts of additional land are required and there is
not a substantial increase in the number of users.
10. Construction of bus transfer facilities (an open area consisting of passenger
shelters, boarding areas, kiosks and related street improvements) when located in
a commercial area or other high activity center in which there is adequate street
capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction is
not inconsistent with existing zoning and where there is no significant noise
impact on the surrounding community.
12. Acquisition of land for hardship or protective purposes, advance land acquisition
loans under section 3(b) of the UMT Act. Hazdship and protective buying will be
permitted only for a particular parcel or a limited number of parcels. These types
of land acquisition qualify for a CE only where the acquisition will not limit the
evaluation of alternatives, including shifts in alignment for planned construction
projects, which may be required in the NEPA process. No project development
on such land may proceed until the NEPA process has been completed.

D. Special Proiect InformAtion:
Estimated Costs:
Total Construction $ 625,000
Right of Way $ 36 500
Total 661,500
Estimated Traffic:
Current . - 1200 vpd
Year 2025 - 2000 vpd
TTST -1%
Dual - 2%
Proposed Typical Cross Section:
The proposed typical cross section consists of two 12-foot (3.6-m) lanes with six-foot (1.8-m)
grass shoulders. The shoulders will be widened out to nine feet (2.7 m) where guardrail is
required.
Design Speed:
60 mph (95 kmh) A design exception will be required for this project in order to minimize
environmental impacts. The horizontal curvature meets a 45 mph (70 kph) design speed.
Functional Classification:
Rural Local Route
Division Office Comments:
The Division Four Construction Office concurs with the recommendation to replace the existing
structure with a new bridge in the existing location and elevation and to detour traffic offsite.
Bridge Demolition:
Bridge No. 19 has a superstructure composed of Precast Prestressed Concrete Channels with an
asphalt-wearing surface. The substructure is composed of Precast Prestressed Concrete caps on
timber piles with timber bulkheads. The maximum potential resulting temporary fill associated
with Bndge No. 19 is 100.3 yd3.
3

~ E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II actions
ECOLOGICAL YES NO
(1) Will the project have a substantial impact on any unique or ~

important natural resource? ^
X
(2) Does the project involve habitat where federally listed
endangered or threatened species may occur? X
(3) Will the project affect anadromous fish? ^
X
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-third (1/3) of an acre and have all practicable
measures to avoid and minimise wetland takings been
evaluated? (See Note) )(
(5) Will the project require the use of U. S. Forest Service lands?
X
(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities? X
(7) Does the project involve waters classified as Outstanding
Water Resources (OWR) and/or High Quality Waters (HQW)?
X
(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties? X
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites? X
PERMITS AND COORDINATION YES NO
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)? X
(11) Does the project involve Coastal Barrier Resources Act
resources? X
(12) Will a U. S. Coast Guard permit be required? ^
X
4

(13) Will the project result in the modification of any existing
regulatory floodway?
(14) Will the project require any stream relocations or channel
changes?
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES
(15) Will the project induce substantial impacts to planned
growth or land use for the area?
(16) Will the project require the relocation of any family or ^
business?
(17) Will the project have a disproportionately high and
adverse human health and environmental effect on any minority
orlow-income population?
(18) If the project involves the acquisition of right of way, is the
amount of right of way acquisition considered minor?
(19) Will the project involve any changes in access control?
(20) Will the project substantially alter the usefulness and/or land
use of adjacent property?
(21) Will the project have an adverse effect on permanent local
traffic patterns or community cohesiveness?
(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)?
(23) Is the project anticipated to cause an increase in traffic
volumes?
(24) Will traffic be maintained during construction using existing ^
roads, staged construction, or on-site detours? X
(25) If the project is a bridge replacement project, will the bridge be
replaced at its existing location (along the
existing facility) and will all construction proposed in
association with the bridge replacement project be contained on ^
the existing facility? X
(26) Is there substantial controversy on social, economic, or
environmental grounds concerning the project? X
X
X
YES NO

0
0
X
X
X
X
X
X
X
5

(27) Is the project consistent with all Federal, State, and local laws ^
relating to the environmental aspects of the project? X
(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places?
X
(29) Will the project affect any archaeological remains, which are
important to history orpre-history? X
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in
Section 4(f) of the U. S. Department of Transportation Act of
1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as
defined by Section 6(f) of the Land and Water Conservation
Act of 1965, as amended? X
(32) Will the project involve construction in, across, or
adjacent to a river designated as a component of or
proposed for inclusion in the Natural System of Wild and
Scenic Rivers? )(
F. Additional Documentation Required for Unfavorable Responses in Part E
(Discussion regarding all unfavora a responses m art sou a prove a el~
Additional supporting documentation may be attached, as necessary.)
2. Based on mussel surveys conducted on June 6, 2002 and
the apparent lack of suitable habitat, NCDOT has
reached a biological conclusion of "no effect" for the
Tar spinymussel. NCWRC and USFWS concur with the
findings and conclusion. Please see attached
documentation. The biological conclusion for the Red-
cockaded Woodpecker is "no effect." The project area
does not contain suitable foraging or nesting habitat.
3. This reach has potential as a travel corridor for
migratory fish. Therefore, it is classified as case 2
and will require an in-stream moratorium from February
1 to June 1.
Note The minimum acrage of wetland impacts allowed without
on 4. requiring mitigation has been reduced from 1/3 acre to 0.1
acre. The proposed project impacts approximately 0.10 acre
of wetlands. All efforts to avoid and minimize impacts to
the wetlands have been made. The existing bridge .will be
replaced in the existing location and at the existing
elevation. The proposed bridge will be longer than the
existing bridge to accommodate the spillthrough end bents.
6

Top-down construction methods will be used to both remove
the existing bridge and build the proposed bridge.
Therefore, work pads will not be required for construction.
Traffic will be maintained with an offsite detour.
7

G. CE Approval
TIP Project No.
State Project No.
Federal-Aid Project No.
B-4111
8.2291301
BRZ-113S(6)
Project Description:
This project proposes to replace Bridge No. 19 on SR 1135 over Cokey Swamp in
Edgecombe County. The bridge will be replaced with a 125-foot (38.1-m) long
bridge in approximately the same location and roadway elevation as the existing
bridge. The cross section of the new bridge will include two 12-foot (3.6-m)
lanes with 3-foot (1.0-m) offsets. Approach work will consist of resurfacing and
tying into the existing alignment for approximately 360 feet (109.7 m) to the
north and approximately 235 feet to the south of the existing bridge. Guardrail
will be installed where warranted. Traffic will be detoured along surrounding
roads during construction.
Categorical Exclusion Action Classification:
TYPE II(A)
X TYPE II(B)
Approved:
!~'z ~;3
D to
/~29~0.3
Date
P. E., l~foject Development Engineer
Went & Environmental Analysis Branch
Project D
For Type II(B) projects only:
3~py
Date
1~ivision Administrator
Federal Highway Administration
8
Bridge Replacement Unit
Project Development & Environmental Analysis Branch

Due to the composition of the Cokey Swamp substrate, sediment curtains should be
utilized to rrLn;mize potential water quality degradation as a result of disturbing the
streambed during bridge construction.
Division 4, Roadside Enrvironmental Unit, Structure Design Unit
NCDOT's Stream Crossings Guidelines for Anadromous Fish will be adhered to during
the life of the project. There will be an in-stream moratorium from February 1 to June 1.
No in-stream work will be allowed during this period.
Roadway Design Unit, Structure Design Unit, Roadside Environmental Unit, Division ~
Top-down construction will be used in the removal of the existing bridge and the
construction of the proposed bridge. The Structure Design Unit will place all appropriate
notes on the final design plans to this effect.
PDEA
March 7, 2003

.~'
dw SWis .
~y r +•
~~ ~ .~
~ _
.` o..r ~,
North CArollnu Department of Cultural Resources
State Historic Preservation Office
• David L S. Brook, Adtninisirator
Michael F. Easley, Governor
I~sbcth C. Evans, SccrGary
1etTrey J. Crow, Deputy Secretary •
Otiiee of Archives and History
March 22, 2002 2 $ 2002
MAR
MEMORANDUM
TO: William D. Gilmore, Manager
Project Development and Environmentzl Analysis Branch
Division of Highways
Department of Transportation
FROM: ~ David Brook ~y~U ~~
SUBJECT: Replace Bridge No. 19 and SR 1135 aver Cokey Swamp, B-4111,
Edgecombe County, ER 02-8595
Thank you for your memorandum of September 25, 2001, concerning the above project.
~~~
Division of Historical Rcsotuccs
David J. Olson, Dirxtor
There are no known archaeological sites within the project area. Based on our knowledge of the area, it is
unlikely that any archaeological resources that maybe 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 eligibility of all of its concrete bridges, we are unable to comment on the National Register
eligibility of the subject bridge. Please contact Mary 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 296
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 919/72929-47629. In all future
communication concerning this project, please cite the above-referenced tracking number.
DB:kgc
Location 1lfaiting Address
Administration _507 N. Eilount St, Raleigh, NC 4617 Mail Srnice Center, Raleigh 27699617
Restoration 515 N. Blount St, Raleigh , NC 4613 A1ail Srnice Center, Raleigh 27699613
Survey & Planning 515 N. E3lount St, Raleigh, NC 4618 Mail Service Crntc, Raleigh 27699-4618
TclephonelFax
[phone].733-8653
[phone].715-4801
[phone] •715~SO1

.~
y
. United States Department of ttie Interior
FISH AND WILDLIFE SERVICE .
. .. ~ Ralciah Field Otnc~
.. .. Post Otrice llax ~STZ6 ~ ~ . .
Raleigh, North CaroSiaa 278S6~7gE3 .. '
December 30, 2002
Ms. Karen Capps
North Cazolina Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Ms. Capps:
This letter is in response to your letter of December 19, 2002, which provided the U.S. Fish and
Wildlife Service (Service with the biological conclusion of the North Cazolina Department of
Transportation (NCDOT~that the replacement of Bridge No. 19 on SR 1135 over Cokey Swamp
in Edgecombe County (TIP No. B-4111) will have "no effect" on the federally-endangered Tar
spinymussel (Elliptio steinstansana). These comments aze provided in accordance with section 7
of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
According to the information you submitted, a mussel survey was conducted at the project site
on June 6, 2002. The survey extended 200 feet upstream and 200 feet downstream of the
existing bridge. Most of the stream channel was dry. No mussels of any species were found
within the surveyed azea.
Based on the mussel survey results and the apparent lack of habitat, the Service concurs with the
conclusion of "no effect" on the Taz spinymussel. We believe that the requirements of section 7
(a)(2) of the ESA have been satisfied. We remind you that obligations under section 7
consultation must be reconsidered if (1) new information reveals impacts of this identified
action that may affect listed species or critical habitat in a manner not previously considered in
this review; (2) this action is subsequently modified in a manner that was not considered in this
review; or, (3) a new species is listed or critical habitat determined that maybe affected by this
identified action.
For future aquatic surveys, the Service asks that each survey extend a minimum of 400 meters
downstream and 100 meters upstream of the project's work limits, with the exception of azeas
with the obvious lack of habitat. The Service appreciates the opportunity to review this project.

., . ~:
''~~ ~~ If you have any questions regarding our response, please contact Mr. Gary Jordan at (919)
~~_<, k ~'' 856-4520 (Ext. 32).
Sincerely,
e1•
arland B. Pardue, Ph.D.
Ecological Services Supervisor
cc: Mike Bell, USACE, Washington, NC
John Hennessy, NCDWQ, Raleigh, NC
David Cox, NCWRC, Northside, NC
Chris Militscher, USEPA, Raleigh, NC

r
t
4/. ~iH~ NORTIi CAROLINA DEPARTMENT OF
TRANSPORTATION
r ; `:-< DMSION OF HIGHWAYS
R ~' PROIECr DEVELOPMENT &
~~ ~`/ ENVIItONMENTAL ANALYSIS BRANCH
EDGECOhIIIE COUNTY
REPLACE BRIDGE N0.19 ON SR 1135
OVER COKEY SWAMP
8-4111
Figure 1
Propoticcl Oc~wr R.ov~'c,

NATURAL SYSTEMS REPORT
Replacement of Bridge No.19
SR 1135 (Pleasant Hill Road) over Cokey Swamp
Edgecombe County, North Carolina
(B-4111)
(State Project No. 8.2291301)
(Federal Aid No. BRZ-1135(6))
Prepared for:
The North Carolina Department of Transportation
Raleigh, North Carolina
Prepared by:
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EcoScience
ECOSCIENCE CORPORATION
1101 Haynes Street, Suite 101
Raleigh, NC 27604
Tel [phone] Fax [phone]
August 2001

TABLE OF CONTENTS
Page
1.0 INTRODUCTION ......................................................................... ........................................1
1.1 Project Description ................................................................ ........................................1
1.2 Purpose ................................................................................ ........................................1
1.3 Methods ................................................................................ ........................................1
1.4 Project Area .......................................................................... ........................................4
1.5 Physiography and Soils ......................................................... ........................................5
2.0 WATER RESOURCES ........................................................................................................6
2.1 Waters Impacted ...........................................................................................................6
2.1.1 Surface Water Characteristics ............................................................................. 6
2.1.2 Best Usage Classifications and Water Quality ..................................................... 6
2.2 Anticipated impacts to Water Resources ......................................................................7
3.0 BIOTIC RESOURCES .................................................................. ....................................... 8
1
3 t Communities
Pl ............................... ..8
. .................................................................
an ......
3.2 Terrestrial Plant Community Areas ........................................ ..................................... 10
3
3 ........
Wildlife ..................................... 10
. ...........................................................................
10
3.3.1 Terrestrial ..................................................................... .....................................
11
3.3.2 Aquatic ......................................................................... .....................................
4
3 acts to Wildlife~
ted Im
i
ti
A ............................... 11
. ...............................................
p
pa
c
n ......
4.0 SPECIAL TOPICS .............................................................................................................12
4.1 Waters of the United States ........................................................................................12
4.1.1 Permits ..............................................................................................................14
4.1.2 Mitigation ...........................................................................................................14
4.2 Protected Species .......................................................................................................15
4.2.1 Federally Protected Species ...........................:..................................................15
4.2.2 State Protected Species ....................................................................................17
5.0 REFERENCES ..................................................................................................................18

LIST OF FIGURES
Page
Figure 1. Site location ...............................................................................................................2
Figure 2. Project area (Bridge No. 19 over Cokey Swamp) ........................................................3
Figure 3. Plant communities ......................................................................................................9
Figure 4. Jurisdictional areas ...................................................................................................13
LIST OF TABLES
Table.1. Plant communities within the project area ....................................................................9
Table 2. Jurisdictional areas and riparian buffers .....................................................................12
Table 3. Federally Protected Species ......................................................................................15
Table 4. Federal Species of Concern .......................................................................................16

Replacement of Bridge No. 19
SR 1135 (Pleasant Hill Road) over Cokey Swamp
Edgecombe County, North Carolina
(B-4111)
1.0 INTRODUCTION
1.1 Project Description
The North Carolina Department of Transportation (NCDOT) proposes replacement of Bridge
No. 19 on SR 1135 (Pleasant Hill Road) over Cokey Swamp and the associated floodplain
(Figure 1). Bridge No. 19 spans Cokey Swamp for a distance of approximately 85 feet (25.9
meters). The existing roadway is approximately 23 feet (7.0 meters) wide with aright-of-way
width of 60 feet (18.3 meters).
[Alternatives]
[Demolition Information]
1.2 Purpose
The purpose of this study is to provide an evaluation of biological resources within the project
area as defined by NCDOT staff (Figure 2). Specific tasks performed for this study include 1)
an assessment of biological features within the project area including descriptions of vegetation,
wildlife, protected species, jurisdictional wetlands, and water quality, 2) a delineation of Section
404 jurisdictional areas and subsequent survey of jurisdictional boundaries (utilizing Trimble
XRS Differential Global Positioning System technology), 3) an evaluation of plant communities
and their areas within the project area, and 4) a preliminary determination of permit needs.
1.3 Methods
Materials and literature supporting this investigation have been derived from a number of
sources including U.S. Geological Survey (USGS) topographic mapping (Rocky Mount, NC 7.5
minute quadrangle), U.S. Fish and Wildlife Service (FWS) National Wetlands Inventory mapping
(NWI) (Rocky Mount, NC 7.5 minute quadrangle), Natural Resources Conservation Service
(NRCS; formerly the Soils Conservation Service) soils mapping (NRCS 1979), and recent aerial
photography (scale 1:1200) furnished by NCDOT.
The site was visited on August 14 and August 16, 2001. The project area was walked and
visually surveyed for significant features. Special concerns evaluated in the field include 1)
1

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potential protected species habitat and 2) wetlands and water quality protection in Cokey
Swamp.
The field work for this investigation was conducted by EcoScience Corporation biologists Mr.
Matt Cusack and Mr. Kendrick Weeks. Mr. Weeks is a project scientist with 4 years of
experience in the field of natural sciences. Mr. Weeks earned a B.S. in biology from
Appalachian State University and a M.S. in zoology from North Carolina State University. His
graduate research focused on breeding productivity of neotropical migrant landbirds in the
southern Appalachians. Professional expertise includes plant and wildlife identification,
protected species surveys, environmental document preparation, and stream and wetland
delineations.
Mr. Cusack is a Project Scientist with 4 years of experience in the environmental field. He has
received a bachelor's degree in marine biology with honors in biology from the University of
North Carolina at Wilmington. He has conducted fieldwork involving estuarine and freshwater
invertebrate ecology and sea turtle nesting biology. He has conducted aquatic toxicity research
in estuarine fauna. His professional expertise includes jurisdictional area delineations, stream
determinations, plant and wildlife identification and community mapping, protected species
surveys, and environmental planning.
Plant community descriptions are based on a classification system utilized by N.C. Natural
Heritage Program (NHP) (Schafale and Weakley 1990). When appropriate, community
classifications were modified to better reflect field observations. Vascular plant names follow
nomenclature found in Radford et al. (1968) with adjustments for updated nomenclature
(Kartesz 1998). Jurisdictional areas were evaluated using the three-parameter approach
following U.S. Army Corps of Engineers (COE) delineation guidelines (DOA 1987).
Jurisdictional areas were characterized according to a classification scheme established by
Cowardin et al. (1979). Aquatic and terrestrial wildlife habitat requirements and distributions
were determined by supportive literature (Martof et al. 1980, Potter et al. 1980, Webster et al.
1985, Menhinick 1991, Hamel 1992, Palmer and Braswell 1995, and Rohde et al. 1994). Water
quality information for area streams and tributaries was derived from available sources (DWQ
1997, DWQ 1999). Quantitative sampling was not undertaken to support existing data.
The most current FWS listing of federally protected species with ranges extending into
Edgecombe County (April 12, 2001 FWS list) was reviewed prior to initiation of the field
investigation. In addition, NHP records documenting presence of federally or state fisted
species were consulted before commencing field investigations.
1.4 Project Area
The project area is located at the crossing of SR 1135 (Pleasant Hill Road) and Cokey Swamp
approximately 2.0 miles (3.2 kilometers) south of Rocky Mount, NC (Figure 1). U.S. Highway
SR 1135 (Pleasant Hill Road) intersects SR 1141 (Green Pasture Road) approximately 1.2
4

miles (1.7 kilometers) north of the project area. The project area spans Cokey Swamp, the
associated floodplain, and adjacent uplands along a northwest to southeast orientation for a
distance of 300 feet (91.4 meters) in both directions. The floodplain extends farther to the
northwest of Bridge No. 19 than southeast due to topography (Figure 1). This section of Cokey
Swamp is a second-order perennial stream system whose headwaters are mostly rural
residential and agriculture between Rocky Mount and Sharpsburg to the west. Approximately
60 percent of the land within the project vicinity (0.5 mile [0.8 kilometer] radius) is forested. The
remaining area is made up of equal amounts residential and agriculture. Almost all land in the
project area is forested swamp.
1.5 Physiography and Soils
Bridge No. -19 on Pleasant Hill Road is underlain by Flood Plain System soils in the Coastal
Plain physiographic province of North Carolina. Large river valleys with wide floodplains
characterize the region. Sediments in the river valleys range from gravel to silt. The project
area is located within a relatively level, narrow floodplain valley surrounded by gentle slopes to
uplands. Elevations in the project area range from a high of approximately 100 feet (30.5
meters) National Geodetic Vertical Datum (NGVD), on the southeast and northwest slopes of
Cokey Swamp floodplain to a low of approximately 80 feet (24.4 meters) NGVD near the
deepest portion of Cokey Swamp.
Based on soil mapping for Edgecombe County (SCS 1979), the project area is underlain by
three soil series: Bibb soils (thermic Typic Fluvaquents), Lumbee fine sandy loam (thermic Typic
Ochraquults), and Norfolk loamy sand (thermic Typic Paleudults). The majority of the project
area, if not its entirety, is composed of the Cokey Swamp floodplain and mapped as the Bibb
series. The narrow road approaches to the bridge are mapped as Lumbee (to the northwest)
and Norfolk series (southeast). Bibb .and Lumbee soils are listed as hydric for Wilson County
(NRCS 1997).
The Bibb series is a nearly level, poorly drained soil on floodplains along major streams. Bibb
soils formed in recent alluvium. Typically, the surface layer is dark, grayish, brown loam seven
inches thick. The subsoil is dark gray fine sandy loam that has grayish brown and strong brown
mottles and becomes more brown and coarser in texture with depth. Organic matter content is
medium and permeability is moderate. The seasonal high vrater table is at a depth of 6 to 18
inches (15.2 to 45.7 centimeters).
The Lumbee fine sandy loam is nearly level, poorly drained and occupies broad, smooth flats
and shallow depressions in stream terraces. Lumbee soils formed in fluvial sediments. The
surface layer is typically dark grayish brown fine sandy loam 4 inches (10.2 centimeters) thick.
The 21-inch (53.3-centimeter), strongly acid subsoil is gray sandy clay loam in the upper part
becoming lighter and sandier with depth. Organic matter content is medium and permeability is
moderate. The seasonal high water table is at or near the surface. These soils are rarely
flooded.
5

Norfolk loamy sand is well drained and located in broad, smooth areas on uplands. Norfolk
soils farmed in Coastal Plain sediments. The surface layer is brown loamy sand 7 inches (17.8
centimeters) thick. The subsurface layer is light yellowish brown loamy sand 5 inches (12.7
centimeters) thick. The subsoil is yellowish brown sandy clay becoming more yellov/ with depth.
Organic matter content is low, and permeability is moderate. The seasonal high water table is 4
to 6 feet (1.2 to 1.8 meters) below the surface.
2.0 WATER RESOURCES
2.1 Waters Impacted
The project area is located within sub-basin 030303 of the Tar-Pamlico Basin (DWQ 1999).
This area is part of USGS Cataloging Unit 03020103 of the South Atlantic/Gulf Region. The
structure targeted for replacement spans Cokey Swamp. This section of Cokey Swamp has
been assigned Stream Index Number 28-83-3 by the N.C. Division of Water Quality (DWQ
1997). The project area is approximately 1.0 mile (1.6 kilometers) upstream of the confluence
of Cokey Swamp and Little Cokey Swamp.
2.1.1 Surface Water Characteristics
Cokey Swamp is designated as a perennial stream by USGS quadrangle. However, NWI
mapping and field visits verify that it is black water swamp system characterized by extended
surface flooding with low flow velocities over an unconsolidated bottom. The area supports an
emergent bottomland swamp forest and patches of rooted aquatic vegetation. This system
lacks a primary channel and is problematic for classification because swamp flow is
concentrated to pass under the bridge, appearing channel-like, but spreads back out to a black
water swamp system downstream of the bridge. The submerged banks near the bridge slope
steeply from the streambed to the water's surface. This system does not have discernable
channels.
During field investigations, Cokey Swamp was approximately 80 feet (24.4 meters) wide and
standing water was approximately 7 to 8 feet (2.1 to 2.4 meters) deep. Water level appeared
moderate, clarity was good, and flow velocity was slow. Submerged aquatic vegetation was
present in small patches in sunny, shallow areas. The entire floodplain within the project area
exhibits wetland conditions including hydrophytic vegetation, presence of hydric soils, and
evidence of regular, prolonged inundation.
2.1.2 Best Usage Classifications and Water Quality
Classifications are assigned to waters of the State of North Carolina based on the existing or
contemplated best usage of various streams or segments of streams in the basin. A Best
Usage Classification of C NSW has been assigned to this reach of Cokey Swamp. The
6

designation C denotes waters protected for secondary recreation, fishing, wildlife, fish and
aquatic life propagation and survival, agriculture and other uses. Secondary recreation includes
wading, boating, and other uses involving human body contact with water where such activities
take place in an infrequent, unorganized, or incidental manner. The supplementary classification
of Nutrient Sensitive Waters (NSW) is .intended for waters needing additional nutrient
management due to their being subject to excessive growth of microscopic and macroscopic
vegetation. NSW are subject to nutrient input restrictions. All waters within the Tar-Pamlico
Basin are classified NSW. No restrictions on watershed development activities are required.
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 mile (1.6 kilometers) of the
project area. No watershed Critical Area (CA) occurs within 1.0 mile (1.6 kilometers) of the
project area.
The Division of Water Quality (DWQ) (previously known as the Division of Environmental
Management, Water Quality Section [DEM]) has initiated awhole-basin approach to water
quality management for the 17 river basins within the state. Water quality for the proposed
project area is summarized in the Tar-Pamlico River Basinwide Water Quality plan (DWQ 1999).
Based on DWQ data, Cokey Swamp is currently designated as Fully Supporting. Cokey
Swamp at SR 1135, has been assigned a bioclassification of Fair based on benthic
macroinvertebrate monitoring in 1997 at SR 1141.
Sub-basin 030303 of the Tar-Pamlico River Basin supports five permitted, point source
discharges. The total permitted discharge is 6.325 MGD (23.9 MLD) and includes one major
discharge (5.0 MGD [18.9 MLD]) and four minor discharges (1.325 MGD [5.016 MLD]). No
permitted discharges are located on Cokey Swamp. Major non-point sources of pollution for
Cokey Swamp include runoff from cropping and grazing pastures. Cokey Swamp is one of two
stream systems in sub-basin 030303. identified as having the greatest potential for non-point
source pollution. Sedimentation and nutrient inputs are major problems associated with non-
point source discharges and often result in fecal coliform (DWQ 1999). Low flow of Coastal
Plain streams and their associated hypoxic conditions make water quality assessment difficult.
2.2 Anticipated Impacts to Water Resources
Project alternatives will include complete bridging of Cokey Swamp to maintain the current
water quality, aquatic habitat, and flow regime. Temporary construction impacts due to erosion
and sedimentation will be minimized through implementation of a stringent erosion control
schedule and the use of Best Management Practices (BMPs). The contractor will follow
contract specifications .pertaining to erosion control measures as outlined in 23 CFR 650
Subpart B and Article 107-13 entitled "Control of Erosion, Siltation, and Pollution" (NCDOT,
Specifications for Roads and Structures). These measures include the use of dikes, berms, silt
basins, and other containment measures to control runoff; elimination of construction staging
areas in floodplains and adjacent to waterways; re-seeding of herbaceous cover on disturbed
sites; management of chemicals (herbicides, pesticides, de-icing compounds) with potential
7

negative impacts on water quality; and avoidance of direct discharges into streams by catch
basins and roadside vegetation.
The proposed bridge replacement will allow for continuation of pre-project flow in Great Swamp,
thereby protecting the integrity of this waterway. Long-term impacts resulting from construction
are expected to be negligible. In order to minimize impacts to water resources, NCDOT BMPs
for the Protection of Surface Waters will be strictly enforced during the entire life of the project.
The proposed bridge replacement will allow for continuation of pre-project stream flows in Great
Swamp, thereby protecting the integrity of this waterway. Long-term impacts resulting from
construction are expected to be negligible. In order to minimize impacts to water resources,
NCDOT BMPs for the Protection of Surface Waters will be strictly enforced during the entire life
of the project.
Due to the composition of the Cokey Swamp substrate, sediment curtains should be utilized to
minimize potential water quality degradation as a result of disturbing the streambed during
bridge replacement.
3.0 BIOTIC RESOURCES
3.1 Plant Communities
Two distinct plant communities were identified within the project area: Coastal Plain Bottomland
Hardwood Forest and disturbed/maintained land (Figure 3). Plant community descriptions are
based on a classification system utilized by N.C. Natural Heritage Program (NHP) (Schafale and
Weakley 1990). These communities are described below.
Coastal Plain Bottomland Hardwood Forest -This plant community occurs on the floodplains
in all four quadrants of the project area. This community is in a late successional stage (> 100
years old) and exhibits well-developed strata. The canopy is closed and consists of water
tupelo (Nyssa bif/ora), swamp chestnut oak (Q. michauxiiJ, sweetgum (Liquidambar styraciflua),
slippery elm (U/mus alata), American elm (U. americans), river birch (Betula nigra), red maple
(Acer rubrum), overcup oak (Quercus lyrata), water oak (Q. nigra), and green ash (Fraxinus
pennsylvanica). Many of the canopy species are regenerating in the subcanopy but other
species such as Carolina ash (Fraxinus caroliniana) and ironwood (Carpinus caroliniana) also
occur. Shrubs and vines include Virginia willow (Itea virginica), viburnums (Viburnum nudum
and V. prunifolium), American holly (Ilex opaca), privet (Ligustrum sinense), sweet pepperbush
(Clethra alnifolia), greenbrier (Smilax rotundifolia), cross vine (Berchemia scandens), trumpet
creeper (Campsis radicans), Virginia creeper (Parthenocissus quinquefolia), and muscadine
grape (Vitis rotundifolia). The herbs vary in diversity and abundance depending upon water
depth but include mosses, violets (Viola spp.), wing stem (Bohmeria cylindrica), rushes (Juncus
spp.), cardinal flower (Lobelia cardinalis), sedge (Carex intumescens), giant cane (Arundinaria
gigantea), Japanese grass, Asiatic dayflower (Murdania kiesak), netted chain-fern (Woodwardia
capreolata), knotweed (Polygonum densiflorum), and pickerel weed (Pontederia cordata),
8

p 80 160
-~ - - - ~
SCALE W FEET
C4ent~ Ru}.ce~ o... ar c.. er
BRIDGE #r7~ (B4171) o,,,, ""~ ""' FIGURE
SR 1135 (Pleasant Hill Road) Auc zoo,
EcoScience I~CDOT over COKEV SWAMP "°" r~-soy
COI'pOI"dtlon Ed~ocomba County, Pdorth Carolina `s"'°j"` "°''
NQ,y ~„~,,, 00-046.09

~ w ..•
Y
o terrestrial reptile or amphibian species were observed during the site visit. Some
terrestrial reptiles and amphibians which may occur within the project area include
eastern box turtle (Terrapene Carolina), five-lined skink (Eumeces Fasciatus), rat snake
(Elaphe obso/eta), eastem garter snake (Thamnophis sirtalis), copperhead (Agkistrodon
contortix), gray treefrog (Hyla versicolor), Fowler's toad (Bufo americanus), southern
toad (Bufo terrestris), and slimy salamander (Plethodon glutinosis).
3.3.2 Aquatic
Limited surveys within the project area resulted in observations of green frogs (Rana
clamitans) and southern leopard frogs (Rana utricularia) Additional aquatic or semi-
aquatic reptiles and amphibians which are expected to occur within the project area
include snapping turtle (Chelydra serpentina), eastern mud turtle (Kinosternon
subrubrum), river cooter (Pseudemys concinna), southern and northern cricket frogs
(Acris gryllus and A. crepitans), two-toed amphiuma (Amphiuma means), and dwarf
waterdog (Necturus punctatus).
Limited. sampling was undertaken in Cokey Swamp to determine fishery potential. Fish
species that may be present in Cokey Swamp include American eel (Anguilla rostrata),
eastern mudminnow (Umbra pygmaea), margined madtom (Noturus insignis), spottail
shiner (Notropis hudsonius), creek chubsucker (Erimyzon oblongus), sawcheek darter
(Etheostoma serriferum), tessellated darter (Etheostoma olmstedi), and yellow bullhead
(Ameiurus natalis). Potential game fish that may be present within the project area
include black crappie (Pomoxis nigromaculatus), warmouth (Lepomis auritus) and
largemouth bass (Micropterus salmoides). Dip-net samples revealed numerous
mosquitofish (Gambusia holbrooki). Signs of crayfish were observed within the project
area.
3.4 Anticipated Impacts to Wildlife
No significant habitat fragmentation is expected since potential improvements will be
restricted to adjoining roadside margins, construction noise and associated disturbances
will have short-term impacts on avifauna and migratory wildlife movement patterns.
Impacts associated with turbidity and suspended sediments resulting from bridge
replacement will be minimized through the use of silt curtains and the implementation of
stringent erosion control measures. Bridge replacement will be scheduled to avoid
potential impacts to migratory fish as requested by the N.C. Wildlife Resources
Commission (construction will occur outside of the period from February 15 through
June 15).
~- ti~l
11

7 ~• .~ M
No terrestrial reptile or amphibian species were observed during the site visit. Some terrestrial
reptiles and amphibians which may occur within the project area include eastern box turtle
(Terrapene Carolina), five-lined skink (Eumeces fasciatus), rat snake (Elaphe obsoleta), eastem
garter snake (Thamnophis sirtalis), copperhead (Agkistrodon contortrix), gray treefrog (Hyla
versicolor), Fowler's toad (Bufo woodhouse~), American toad (Bufo americanus), southern toad
(Bufo terrestris), and slimy salamander (Plethodon glutinosis).
3.3.2 Aquatic
Limited surveys within the project area resulted in observations of green frogs (Rana clamitans)
and southern leopard frogs (Rana utricularia) Additional aquatic or semi-aquatic reptiles and
amphibians which are expected to occur within the project area include snapping turtle
(Chelydra serpentina), eastern mud turtle (Kinosternon subrubrum), river cooter (Pseudemys
concinna), southem and northern cricket frogs (Acris gryllus and A. crepitans), two-toed
amphiuma (Amphiuma means), and dwarf waterdog (Necturus punctatus).
Limited sampling was undertaken in Cokey Swamp to determine fishery potential. Fish species
that may be present in Cokey Swamp include American eel (Anguilla rostrata), eastern
mudminnow (Umbra pygmaea), margined madtom (Noturus insignis), spottail shiner (Notropis
hudsonius), creek chubsucker (Erimyzon oblongus), sawcheek darter (Etheostoma serriferum),
tessellated darter (Etheostoma olmstedi), and yellow bullhead (Ameiurus natalis). Potential
game fish that may be present within the project area include black crappie (Pomoxis
nigromaculatus), warmouth (Lepomis auritus) and largemouth bass (Micropterus salmoides).
Dip-net samples revealed numerous mosquitofish (Gambusia holbrooki). Signs of crayfish were
observed within the project area.
3.4 Anticipated Impacts to Wildlife
No significant habitat fragmentation is expected since potential improvements will be restricted
or adjoining roadside margins, construction noise and associated disturbances will have short-
term impacts on avifauna and migratory wildlife movement patterns.
Impacts associated with turbidity and suspended sediments resulting from bridge replacement
will be minimized through the use of silt curtains and the implementation of stringent erosion
control measures. Bridge replacement will be scheduled to avoid potential impacts to migratory
fish (construction will occur outside of the period from February through May).
11

4.0 SPECIAL TOPICS
4.1 Waters of the United States
Surface waters are subject to jurisdictional consideration under Section 404 of the Clean Water
Act as waters of the United States (33 CFR section 328.3). NWI mapping indicates that Cokey
Swamp exhibits characteristics of a palustrine, forested, broad-leaved, and seasonally flooded
(PF01C; Cowardin et al. 1979). Field investigations verified this characterization and no
channel was discernable except near the bridge. Therefore, there are no jurisdictional surface
waters in Cokey Swamp.
Wetlands of Cokey Swamp are subject to jurisdictional consideration under Section 404 of the
Clean Water Act as waters of the United States (33 CFR section 328.3). These areas 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 percent) of the growing season
(DOA 1987). Jurisdictional wetlands were delineated during the site visit (Figure 4). These
wetlands are dominated by hydrophytic vegetation such as tupelo, overcup oak, and Carolina
ash. These species are growing in soils that exhibit values, chromas, and mottles characteristic
of hydric conditions. Evidence of wetland hydrology includes inundated areas, saturation in
upper 12 inches (centimeters), and tree buttresses.
The Nutrient Sensitive Waters Management Strategy for the Protection and Maintenance of
Riparian Buffers for the Tar-Pamlico River Basin (15A NCAC 02B .0259) provides a designation
for uses that cause impacts to riparian buffers within the Tar-Pamlico Basin. The Tar-Pamlico
Basin Rule applies to 50-foot wide riparian buffers (measured parallel to the stream) directly
adjacent to surface waters in the Tar-Pamlico River Basin. Changes in land use within the
buffer area are considered to be buffer impacts. Land use changes within the riparian are
defined as being Exempt, Allowable, Allowable with Mitigation, or Prohibited. The Exempt
designation refers to uses allowed within the buffer. The Allowable designation refers to uses
that may proceed within the riparian buffer provided there are no practical alternatives, and that
written authorization from the DWQ is obtained prior to project development. The Allowable
with Mitigation designation refers to uses that are allowed, given there are no practical
altematives and appropriate mitigation plans have been approved. The Prohibited designation
refers to uses that are prohibited without a variance. Exemptions to the riparian buffer rule
include the footprint of existing uses that are. present and ongoing. Although the project area is
not considered to contain an open-water channel, a stream channel is depicted in the project
area by both USGS topographic mapping (Rocky Mount, NC) and county soils mapping (SCS
1979). The Tar-Pamlico Riparian Buffer Rule will be considered in effect until an on-site
determination by a DWQ representative determines the validity of an exemption to this rule. A
completed DWQ stream classification form is attached to this report. Cokey Swamp has
received a total score of 36.5 on this form. Figure 4 indicates the location of the stream as
determined by USGS and soils mapping and the buffer area based on this stream.
12

0 80 160 I '
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PROJECT AREA `~ ~;•• ~ ,~`~il` ~ `•'. ., y ~~
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BRIDGE
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over COKEY SWAMP ~°"'
Edpocombo County, North Carolina
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00-046.09

Table 2. Jurisdictional streams and riparian buffers located within the project area. Linear
distance and area are expressed in feet (meters) and acres (hectares), respectively.
Jurisdictional Type
Surface Waters
Riparian Buffer
Vegetated Wetland
[Alternatives]
Bridge demolition information.
Linear Distance Area
N/A N/A
190.0 (57.9) 0.4 (0.2)
N/A 1.3 (0.5)
As this reach of Great Swamp has potential as a travel corridor for migratory fish, this project
can be classified as case 2, where in-water work will be avoided during moratorium periods
associated with fish migration, spawning, and nursery areas.
4.1.1 Permits
This project may be processed as a Categorical Exclusion (CE) under Federal Highway
Administration (FHWA) guidelines. The COE has made available Nationwide Permit (NWP) No.
23 (61 FR 65874, 65916; December 13, 1996) for CEs due to minimal impacts to waters of the
U.S. expected with bridge construction. DWQ has made available a General 401 Water Quality
Certification for NWP No. 23. However, authorization for jurisdictional area impacts through use
of this permit will require written notice to DWQ. In the event that NWP No. 23 will not suffice,
impacts attributed to bridge replacement and associated approach improvements may qualify
under General Bridge Permit (GP) 031 issued by the Wilmington COE District. DWQ has made
available a General 401 Water Quality Certification for GP 031. Notification to the Wilmington
COE office is required if this general permit is utilized. The COE may exert discretionary
authority and require an Individual Permit if avoidance and minimization have not been
adequately addressed, or if mitigation is inadequate (assuming mitigation may be required).
4.1.2 Mitigation
Mitigation for Section 404 impacts may need to be proposed for this project due to the amount
of jurisdictional area in the project area. However, utilization of BMPs is recommended in an
effort to minimize impacts. Temporary impacts to floodplains associated with construction
activities could be mitigated by replanting disturbed areas with native riparian species and
removal of temporary fill material upon project completion. Fill or alteration of more than 150
linear feet (45.8 meters) of stream may require compensatory mitigation in accordance with 15
14

NCAC 2H .0506(h). A final determination regarding mitigation rests with the COE and DWQ.
On-site mitigation opportunities are limited.
The requirement for riparian buffer mitigation will depend on the amount of potential impacts
resulting from proposed bridge replacement and the availability of practical alternatives. A final
determination regarding practical alternatives rests with DWQ.
4.2 Protected Species
4.2.1 Federally Protected Species
Species with the federal classification of Endangered (E), Threatened (T), or officially Proposed
(P) for such listing are protected under the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531 et seq.). The term "Endangered Species" is defined as "any species
which is in danger of extinction throughout all or a significant portion of its range," and the term
"Threatened Species" is defined as "any species which is likely to become an Endangered
species within the foreseeable future throughout all or a significant portion of its range" (16
U.S.C. 1532). Federally protected species listed for Edgecombe County (April 12, 2001 FWS
list) is presented in Table 3.
Table 3. Federally Protected Species listed for Edgecombe County (April 12, 2001 FWS list).
Common Name Scientific Name Status
Tar spinymussel Elliptio steinstansana E
Red-cockaded woodpecker Picoides borealis E
Tar spinymussel -The Tar River spinymussel is a small, subrhomboidal mussel that grows to
approximately 2.5 inches (6.4 centimeters) 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 (to 0.2 inches
[5.1 millimeters] long). The shell is thicker on the anterior end and thinner on the posterior end.
Preferred habitat of the spiny mussel includes relatively fast-flowing, well-oxygenated,
circumneutral water over asilt-free, non-compacted, gravel/coarse sand substrate (FWS 1992).
The mussel's range is believed to be limited to a 1.0-mile (1.6 kilometer) section of the Tar River
in Edgecombe County and Swift Creek in Vance and Edgecombe Counties (TSCFTM 1990).
BIOLOGICAL CONCLUSION: The Tar spinymussel typically occurs in rivers with
moderate flow rates and gravel to sand substrate. Cokey Swamp shoreline and river
bottom within the project area provide suitable habitat for the Tar spinymussel but, the
water is probably too acidic. A review of NHP records indicates that no known
population of this species occurs within 1.0 mile (1.6 kilometer) of the project area.
15

NCDOT biologists will provide further determinations of mussel populations within the
project area. Based on available information, this project may result in an adverse
impact to the Tar spinyussel. UNRESOLVED
Red-cockaded Woodpecker -This small woodpecker (7 to 8.5 inches [18 to 22 cm] long) has
a black head, prominent white cheek patches, and ablack-and-white barred back. Males often
have red markings (cockades) behind the eye, but the cockades may be absent or difficult to
see (Potter et al. 1980). Primary habitat consists of mature to over-mature southern pine forests
dominated by loblolly (Pinus taeda), long-leaf (P. palustris), slash (P. elliottir), and pond (P.
serotina) pines (Thompson and Baker 1971). Nest cavities are constructed in the heartwood of
living pines, generally older than 70 years, which have been infected with red-heart disease.
Nest cavity trees tend to occur in clusters, which are referred to as colonies (FWS 1985). The
woodpecker drills holes into the bark around the cavity entrance, resulting in a shiny, resinous
buildup around the entrance that allows for easy detection of active nest trees. Pine flatwoods
or pine-dominated savannas that have been maintained by frequent fires serve as ideal nesting
and foraging sites for this woodpecker. Development of a thick understory may result in
abandonment of cavity trees.
BIOLOGICAL CONCLUSION: The project area contains no suitable foraging or nesting
habitat for red-cockaded woodpeckers. NHP records document no occurrences of red-
cockaded woodpeckers within 5.0 miles (8.0 kilometers) of the project area. Based on
NHP records, field observations, and professional judgement, the proposed project will
not affect the red-cockaded woodpecker. NO EFFECT
Federal Species of Concern -The April 12, 2001 FWS list also includes a category of species
designated as "Federal species of concern" (FSC). A species with this designation is one that
may or may not be listed in the future (formerly C2 candidate species or species under
consideration for listing for which there is insufficient information to support listing). The FSC
designation provides no federal protection under the ESA for the species listed. FSC species
listed for Edgecombe County is presented in Table 4.
16

Table 4. Federal Species of Concern listed for Edgecombe County (FWS list, April 12, 200

Common Name
Scientific Name Potential
Habitat State
Status*
Henslow's Sparrow Ammodramus henslowii NO SR
Southern Hognose Snake Heterodon simus NO SR
Pinewoods Shiner Lythrurus matutinus NO SR
Yellow lampmussel Lampsilis cariosa NO T
Yellow lance Elliptio lanceolata YES T
Atlantic Pigtoe Fusconaia masoni No T
'E = Endangered; T =threatened; SR =Significantly Rare; C = Candidate; P =Species has been formally proposed
for listing as Endangered, Threatened, or Special Concem; W1 = NC Plant Watch List: rare because of severe
decline; W3 = NC Watch List: poorly known in North Carolina (Amoroso 1999; LeGrand and Ha111999).
4.2.2 State Protected Species
Plant and animal species which are on the North Carolina state list as Endangered (E),
Threatened (T), Special Concem (SC), Candidate, Significantly Rare (SR), or Proposed
(Amoroso 1999, LeGrand and Hall 1999) 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.). NHP records indicate no State protected species have been
documented within 2.0 miles (3.2 kilometers) of the project area.
NHP also documents Significant Natural Heritage Areas, sites selected on the basis of the
occurrence of rare plant and animal species, rare or high quality natural communities and
special animal habitats. There are no Significant Natural Heritage Areas within 2.0 miles (3.2
kilometers) of the project area. NHP Priority Areas (IPA) receive no formal protection but are
recognized as unique areas and may come under protection in the future. NHP documents a
Priority Area, Cokey Swamp Aquatic Habitat, downstream 1.7 miles (2.8 kilometers) (NHP
1999). The presence of downstream high quality aquatic habitat indicates that extra care
should be taken to preserve the hydrological and biological integrity of the project area.
17

5.0 REFERENCES
Amoroso, J.L. 1999. Natural Heritage Program List of the Rare Plant Species of North
Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation,
N.C. Department of Environment, Health and Natural Resources, Raleigh.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United Mates. FWS/OBS -79/31. Fish and Wildlife Service,
U.S. Department of the Interior, Washington, DC. 103 pp.
Daniels, R.B., S.W. Buol, H.J. Kleiss, and C.A. Ditzler. 1999. Soil Systems in North Carolina.
North Carolina State University Soil Science Department. Raleigh, North Carolina. 118
PP•
Department of the Army (DOA). 1987. Corps of Engineers Wetlands Delineation Manual.
Technical Report Y-87-1. US Army Engineer Waterways Experiment Station, Vicksburg,
MS. 100 pp.
Division of Water Quality (DWQ). 1997. Classifications and Water Quality Standards Assigned
to the Waters of the Tar-Pamlico River Basin. North Carolina Department of
Environment and Natural Resources, Raleigh.
Division of Water Quality (DWQ). 1999. Tar-Pamlico Basinwide Water Quality Plan. North
Carolina Department of Environment and Natural Resources, Raleigh.
Fish and Wildlife Service (FWS). 1992. Tar Spinymussel Recovery Plan: First Revision. U.S.
Department of the Interior, Fish and Wildlife Service, Southeast Region, Atlanta, GA. 34
PP•
Fish and Wildlife Service (FWS). 1985. Red-cockaded Woodpecker Recovery Plan. U.S.
Department of the Interior, Southeast Region, Atlanta, Georgia. 88 pp.
Hamel, P.B. 1992. Land Manager's Guide to the Birds of the South. The Nature Conservancy,
Southeastern Region, Chapel Hill, NC. 437 pp.
Kartesz, J. 1998. A Synonymized Checklist of the Vascular Flora of the United States, Puerto
Rico, and the Virgin Islands. Biota of North America Program.
LeGrand, H.E. and S.P. Hall. 1999. Natural Heritage Program List of the Rare Animal Species
of North Carolina. North Carolina Natural Heritage Program, Division of Parks and
Recreation, N.C. Department of Environment, Health, and Natural Resources, Raleigh.
18

Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of
the Carolinas and Virginia. The University of North Carolina Press, Chapel Hill, NC. 264
PP•
Menhinick, E.F. 1991. The Freshwater Fishes of North Carolina. North Carolina Wildlife
Resources Commission, Raleigh. 227 pp.
Natural Heritage Program (NHP). 1999. List of Significant Natural Heritage Areas. North
Carolina Division of Parks and Recreation, Department of Environment and Natural
Resources. Raleigh, NC.
Natural Resources Conservation Service (NRCS). 1997. U.S. Department of Agriculture.
Hydric Soils, Edgecombe County, N.C. Technical Guide, Section II-A-2.
Palmer, W.M. and A.L. Braswell. 1995. Reptiles of North Carolina. The University of North
Carolina Press, Chapel Hill, NC. 412 pp.
Potter, E.F., J.F. Parnell, and R.P. Teulings. 1980. Birds of the Carolinas. The University of
North Carolina Press, Chapel Hill, NC. 408 pp.
Radford, A.E., H.E. Ahles, and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas.
The University of North Carolina Press, Chapel Hill, NC. 1183 pp.
Rohde, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell. 1994. Freshwater Fishers of the
Carolinas, Virginia, Maryland, and Delaware. The University of North Carolina Press,
Chapel Hill, N.C. 222 pp.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina: Third Approximation. Natural Heritage Program, Division of Parks and
Recreation, N.C. Department of Environment, Health, and Natural Resources. Raleigh.
325 pp.
Soil Conservation Service (SCS). 1979. Soil survey of Edgecombe County, North Carolina,
USDA National Cooperative Soil Survey.
The Scientific Council on Freshwater and Terrestrial Mollusks (TSCFTM). 1990. A Report on
the Conservation Status of North Carolina's Freshwater and Terrestrial Molluscan
Fauna. Pp. 50-52.
Thompson, R.L. and W.W. Baker. 1971. A survey of red-cockaded woodpeckers nesting
habitat requirements (pp. 170-186). In R.L. Thompson ed., The Ecology and
Management of the Red-cockaded Woodpecker. Tall Timbers Research Station,
Tallahassee, FL.
19

Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. 1985. Mammals of the Carolinas, Virginia,
and Maryland. The University of North Carolina Press, Chapel Hill, NC. 255 pp.
Wildlife Resources Commission (V11RC). 2001. Tar Spinymussel: Species Information and
Status. North Carolina Atlas of Freshwater Mussels and Endangered Fish.
<http://www.ncwildlife.org/pg07 Wildlife SpeciesCon/pg7b1.htm>.
20

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Sito• ~ I1 Dato: ~ (J ~ op
Applicant/Owner: C'
~ County:
`~5 c ti
Investigator: ~
Do Notmal Circumstances exist on the siteT aCe tti.
°. tato:
Community ID:
rl
Is the site significantly disturbed (Atypical Situation)? o Transect ID:
Is the area a potential Problem Areal Yes Plot ID:
(If Hooded, explain an reverse)
VtC~tIHr rur~
pominn an S c i
1. ,
2 t r die
--1~~~ Qominc+nt Plant Soccie~ trn ndi n
9.
10.
3. AJS
~ -~ 11.
12
4.
6. 14.
7. 16.
>z. 16.
percent of Dominant Spocios that are O[IL, FACW or
___~~~JJJ
FAC foxcluding FAC•) .

Remarks: ,t , ^ l ~~
/~n'[d ~ ~ / L ~~.
/1T D ~7
HYDKUw~r
Recorded Dnta IDesuibe in Remaricsl: Wetland Hydrology indicators:
Strenm, Lako or Tide Gauge Primary Indicators:
Aortal Photographs Inundated '
-Other _ ~- atcd in Upper 12 Inches
No Recorded Data Available Wate arks
- Drift Linos
Sodiment Dapo..'
_
Orcina~o Pa s i otlanda
Field Observations•
• _
Socondcry In ton (2 or m required):
)
~7 (in _Oxi ` d Root Channels in r 121nchos
.
Depth of Surface Water. ter-Stained Leaves
~ lin.l
Depth to Froo Water in Pit: 1~,.--
~- Local Sail Survey Dnta
iin.l
Depth to Saturated Soil: -~ 1 _
FAC-Neutral Tost
_
Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Namo r I
(Series and Phasol: S~iM Sa (~ Drainage Clsss• ~~D L..~
Roid Obsorvations
Taxonomy (Subgroup)• !,G . ~ C' Confirm Mappod Typo: Ye No
Profile Description:
Depth Matrix Color
MotUo Colon hlottio Texture,
Concretions,
ice Ho 'zo Mansell Moi
(Mansell Moistl Ahundonce/Contrast Strvcri~re, etc.
~-
Hydric Soil Indicators: '
Histoso!
Histie Epipodon _Concrotions
-High Organic Content in Surface layer in Sandy Solis
Sulfidic Odor -Organic Stronking in Sandy Soils
Aquic Moisture Rogimo -Listed on Local Hydric Spits List
Reducing Conditions Ustod on National Hydric Soils LIst
Gleyed or Low-Chrome Colors Other (Explain in Remarks)

r ~ ~//
Remarks: ,n
~ ^ ~~ ~ ~ n ~l~ f' ))
v ~/~/d ~ ~ ~~ 1
~~
'~ Q
~a
~f
' 1
~~~Y~l
..w wlw~AT1A111
YVCILHIYL/ LJGIa.,,nu...-...~
Hydrophydc Vogotation Presontt
Wetland Hydrology ProsontT
Hydric Soils ProsontT
Remarks:
YeYe irclo) I (Circle)
Yo N
Is this Sampling Point Within a WetlandT
~.
n.,.....,,..a -,.. u('11ISGCF 7192
HJL
8/93
K

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wotlands Delineation Manual)
Project/Silo: ,D ~• Dato: ~~(5~~~
Applicant/Owner: County:
Investigator: c ~~ ,•,~ Stato: "-
Do Normal Circumstances oxist on tho sitoT es Community ID: ~"'
Is tho silo significantly disturbod (Atypical Situation)? Ye o Transoct ID: ~~~.~.rn~r
Is tho aroa a potential Problem AroaT Y o Plot ID:
Ilf neodod, oxplain on roverso)
VEGETATION
Dominant Plant Species S rn i ndica o pominant Plant S~ccie4 $tratt~m di n
1. ~' ~ 9.
2 ~n C. ~A C+ 10.
3. - ~ ~~; ~AGW t 11.

6. © ~
G. G
C 13.
14.
7. 16.
II. 16.
Percent of Dominant Spocies that are OBL. FACW or r~"•j~
FAC lexcluding FAC-1 ~..!!
Remarks:
HYDROLOGY
_Racordod Data (Doscribo in Remarks: Worland Hydrology Indicators:
_Straam. Lako or Tido Gauge Primary Indicators:
_Aorial Photographs ~ Inund3tad
Othar Saturated to Uppar 12 Inchas
_
~No Rocordod Data Available -
YJatcr 6larks
Drift Ltnaa
it
di
D
S
mcnt
epos
s
_
a
Fiord Obsarvations• ~Drcinago Pattoms in Wotlands
Socondery Indicators (2 or more requirodl:
Depth of Surface Water. O-~ (in.l -Oxidized Root Channals in Uppar 12 Inches
Depth to Froo Water in Pit: z-- ~ (in.) _Watar-Stained Loavas
Depth to Saturotod Soil: (} lip.) _LocrJ Soil Survey Data
FAC-Noutrai Tost
_
Other (Explain in Remarks)
Remarks:
ice"

sutw
Map Unit Namo ~r r f
(Sorios and Phasol: hil
Drainage Clan: ~~~~"~
~j~
Taxonomy (Subgroup)' / f G ~ Reid Obsorvations
v4'Q V ~ Confirm Mapped Typo: Yoa No
prefile_ Descriation:
Dopth Matrix Color Mottlo Colors 61ottla Taxturo,
Concretions,
a
n
se~l Moist-
M
i c ~forizon [
(Mansell Moistl AbandrnceLContmst Stnrctara, etc.
11
^/
(/
1
~T ~ ---J Il.~ /A~
V ~ f L~
Hydric Soil Indicators:
_Histosol
Histic Epipodcn _Concratians
High Organic Content in Surface layer in Sandy Sogs
~SulfidiC Odot Organic Streaking in Sandy Soils
Aquic Moisture Rogima Listed on Loccl Hydric Solis List
Reducing Conditions L[stod on Nation) Hydric Sogs List
Gloyed or Low-Chrome Colors Other (Explain in Remarks)

Remarks:
WETLAND DETERMINATION
Hydrophydc Vegetation Pn:sant7 Ye (Cirda) (Cirda)
Wetland Hydrology Proscntl
Hydric Sogs ProsantT s o Is this Sampling Point Within a Wotls Yas No
Remarks:
Approved by HQUSACE 2/92
HJL
8/93

.~
• ~ _ ~,.-.
~C{~ +~Jy/]~~~~1
PROGKIM
March 13, 2006
Mr. Bill Biddlecorne
U. S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Bos 1000
Washington, North Carolina 27889-1000
Dear Mr. Biddlecome:
Subject: EEP Mitigation Acceptance Letter:
0 h ~ i..~ ~ 1:/ l.~
~.
~`,~ r~1 ~ :~ ,i [ 14
'ti~ru ,as~,D ~7c~ti~:~~laT~iZAP'wtGi~
B-111, Bridge Number 19 over Cokey Swamp on SR 1135, Edgecombe
County; Tar-Pamlico River Basin (Cataloging Unit 03020103); Northern
Inner Coastal Plain (NICP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory riverine wetland mitigation for the unavoidable impact
associated with the above referenced project. As indicated in the NCDOT's mitigation request
letter dated March 8, 2006, the project will impact 0.30 acre of riverine wetlands.
Mitigation for this project will be provided in accordance with Section X of 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. EEP
commits to implement sufficient compensatory riverine wetland mitigation up to a 2:1 ratio to
offset the impacts associated with this project by the end of the MOA year in which this project is
permitted. If the impacts change from the above listed amount, then this mitigation strategy letter
will no longer be valid and a new mitigation strategy letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 9 f 9-715-1929.
Sincerely,
illiam D. Gilmore, P.E.
EEP Director
ce: IV1r. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
lV1r. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4111
North farolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-115-0116 / www.nceep.net

4
~fl~ S~e~
,, ~ ;
_.__ ._ _ __ ~. - - `PROGi2AM _
March 13, 2006
Ivlr. 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:
B-1111, Bridge Number 19 over Cokey Swamp on SR 1135, Edgecombe
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP)
will provide the compensatory riverine wetland mitigation for the subject project. Based on the
information supplied by you in a letter dated March 8, 2006, the impacts are located in CU
03020103 of the Tar-Pamlico River Basin in the Northern Inner Coastal Plain (NICP) Eco-
Regions, a~td arc as follows:
Riverine Wetlands: 0.30 acre
This mitigation acceptance letter replaces the mitigation acceptance letter issued on
February 21, 2000. 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. EEP
will commit to implementing sufficient compensatory riverine 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,
~ . ~-~ ~,-
' liam D. Gilmore, P.E.
EEP Director
cc: Mr. Bill Biddlccome, USACE-Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-411 l Additional
~' ' ' NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-Ib52 / 919-115-0416 / vrNw.nceep.net

M
e "' ~~ °~
~4~~;
~.~~ ~.
STATE OF NORTH CAROLINA
r~ A
., UST~4,%~ qTt ~~ y. /~'
RUB
DEPARTMENT OF TRANSPORTATION ~~"
MICHAEL F. EASLEY
GOVERNOR
March 8, 2006
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
LYNDO TIPPETT
SECRETARY
Subject: Proposed replacement of Bridge No. 19 over Cokey Swamp on SR 1135,
Edgecombe County. Federal Aid Project No. BRZ-1135(6), State Project No.
8.2291301, TIP Project No. B-4111, WBS 33466.1.1.
Please reference the EEP Mitigation Acceptance Letter dated February 21, 2006. The purpose of
this letter is to request that the North Carolina Ecosystem Enhancement Program (EEP) revise
the compensatory mitigation for this project.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that you are willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT.
The North Carolina Department of Transportation proposes to remove and replace Bridge
Number 19 carrying SR 1135 (Pleasant Hill Road) over Cokey Swamp in Edgecombe County.
Bridge No. 19 is 91 feet long and 25.8 feet wide and will be replaced with a 135-foot x 32-foot
bridge. This project is scheduled to let December 19, 2006.
RESnURCES UNI)F,R THF, .TURTSD1CTinN OF SF,CTTON 404 AND 401.
nF THE CT,F,AN WATER ACT
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible. We propose to provide compensatory mitigation for the jurisdictional impacts by using
the EEP. We also estimate that there will be 0.30 acre impacts to jurisdictional rivcrine wetlands.
The project is located in the Tar-Pamlico basin in Hydrological Cataloguing Unit 03020103,
DWQ Index # 28-83-3, and is classified as warm water.
Please send the letter of confirn~atian to P~4r.-Bill-Biddlcco.,,e (USACE Coordi.,ator) at U.S.-
Army Corps of Engineers Regulatory Field Office, P.O. Box 1000, Washington, NC 27889-1000.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

Please respond to NCDOT in writing within 10 business days with an EEP acceptance letter for
this NCDOT project.
If you have any questions or need additional information please contact Chris Underwood at
(919) 715 - 1451.
Sincerely,
C~% r/J
7/j"~~
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc: w/attachment
Mr. John Hennessy, NCDWQ
GMs. Nicole Thomson, NCDWQ
Mr. Bill Biddlecome, USACE
Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit
Mr. Majed Alghandour, P. E., NCDOT Project Management/Scheduling Unit
Mr. Todd Jones, NCDOT External Audit Branch
File-B-4111

If you have any questions or need additional information please contact Chris Underwood at
(919) 715 - 1451.
Sincerely,
/,~.../is / iiLt J
..S,tiMo
~e y
~ ti ~
~.;~,~.
STATE OF NORTH CAROLINA
~~
~~~~ ~~
FFB ~J~ ;~
I •~
DEPART~NT OF TRANSPORTATIO`I~7~- ~~s.-';~~ SIT,rM ~~U^
MICHAEL F. EASLEY LYNDCS''I~I~~"I'
GOVERNOR SECRETARY A~C%Y
February 8, 2006
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
Subject: Proposed replacement of Bridge No. 19 over Cokey Swamp on SR 1135,
Edgecombe County. Federal Aid Project No. BRZ-1135(6), State Project No.
8.2291301, TIP Project No. B-4111, WBS 33466.1.1.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that you are willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT.
The North Carolina Department of Transportation proposes to remove and replace Bridge
Number 19 carrying SR 1135 (Pleasant Hill Road) over Cokey Swamp in Edgecombe County.
Bridge No. 19 is 91 feet long and 25.8 feet wide and will be replaced with a 135-foot x 32-foot
bridge. This project is scheduled to let December 19, 2006.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401
OF THF, CLF,AN WATF,R ACT
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible. We propose to provide compensatory mitigation for the jurisdictional impacts by using
the EEP. We also estimate that there will be 0.27 acre impacts to jurisdictional riverine wetlands.
The project is located in the Tar-Pamlico basin in Hydrological Cataloguing Unit 03020103,
DWQ Index # 28-83-3, and is classified as warm water.
Please send the letter of confirmation to Mr. Bill Biddlecome (USACE Coordinator) at U.S.
Army Corps of Engineers Regulatory Field Office, P.O. Box 1000, Washington, NC 27889-1000.
Please respond to NCDOT in writing within 10 business days with an EEP acceptance letter for
this NCDOT project.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699.1598
TELEPHONE: [phone]
FAX [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

If you have any questions or need additional information please contact Chris Underwood at
(919) 715 - 1451.
Sincerely,
~~~ -
G' Gregory J. Thorpe, Ph.D., .
Environmental Management Director
Project Development & Environmental Analysis Branch
cc: w/attachment
Mr. John Hennessy, NCDWQ
~Is. Nicole Thomson, NCDWQ
Mr. Bill Biddlecome, USACE
Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit
Mr. Majed Alghandour, P. E., NCDOT Project Management/Scheduling Unit
Mr. Todd Jones, NCDOT External Audit Branch
File-B-4111

e~-~~
~,~~~~ ~~
-~~ ~ ~
FFB 1 ~ j
STATE OF NORTH CAROLINA l1.~. ~~. ,. ©~
DEPARTMENT OF TRANSPORTATION ` 'i''n,~ro~~Qq~R~
MICHAEL F. EASLEY LYNDO T(PY'~%1'
GOVERNOR SECRETARY
February 8, 2006
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
Subject: Proposed replacement of Bridge No. 19 over Cokey Swamp on SR 1135,
Edgecombe County. Federal Aid Project No. BRZ-1135(6), State Project No.
8.2291301, TIP Project No. B-4111, WBS 33466.1.1.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that you are willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT.
The North Carolina Department of Transportation proposes to remove and replace Bridge
Number 19 carrying SR 1135 (Pleasant Hill Road) over Cokey Swamp in Edgecombe County.
Bridge No. 19 is 91 feet long and 25.8 feet wide and will be replaced with a 135-foot x 32-foot
bridge. This project is scheduled to let December 19, 2006.
RF,SOURCES UNDER THE .IURiSniCTiON OF SECTION 404 AND 401
OF TNF, CI,F,AN WATF,R ACT
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible. We propose to provide compensatory mitigation for the jurisdictional impacts by using
the EEP. We also estimate that there will be 0.27 acre impacts to jurisdictional riverine wetlands.
The project is located in the Tar-Pamlico basin in Hydrological Cataloguing Unit 03020103,
DWQ Index # 28-83-3, and is classified as warm water.
Please send the letter of confirmation to Mr. Bill Biddlecome (USACE Coordinator) at U.S.
Army Corps of Engineers Regulatory Field Office, P.O. Box 1000, Washington, NC 27889-1000..
Please respond to NCDOT in writing within 10 business days with an EEP acceptance letter for
this NCDOT project.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTALANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LGCATION:
TRANSPORTATION BUILDING
1 SOUiH W ILMINGTON STREET
RALEIGH NC

If you have any questions or need additional information please contact Chris Underwood at
[phone].
Sincerely,/
~,Gtco~
G Q _ Gregory J. Thorpe, Ph.D., .
~~''" Environmental Management Director
Project Development & Environmental Analysis Branch
cc: w/attac ent
r. John Hennessy, NCDWQ
Ms. Nicole Thomson, NCDWQ
Mr. Bill Biddlecome, USACE
Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit
Mr. Majed Alghandour, P. E., NCDOT Project Management/Scheduling Unit
Mr. Todd Jones, NCDOT External Audit Branch
File-B-4111

,.~ ~, s
NATURAL SYSTEMS REPORT
Replacement of Bridge No.19
SR 1135 (Pleasant Hill Road) over Cokey Swamp
T Edgecombe County, North Carolina
(B-4111)
(State Project No. 8.2291301)
(Federal Aid No. BRZ-1135(6))
Prepared for:
The North Carolina Department of Transportation
Raleigh, North Carolina
Prepared by:
EcoScience
ECOSCIENCE CORPORATION
1101 Haynes Street, Suite 101
Raleigh, NC 27604
Tel [phone] Fax [phone]
August 2001

_ _~
TABLE OF CONTENTS
T
Page
1.0 INTRODUCTION .....................................................................................1
............................
1.1 Project Description ........................................................................................................1
1.2 Purpose .....................................................................................1
...................................
1.3 Methods ............................... ........,............................................................................1
.... ................................................................................4
1.4 Project Area ..................................
1.5 Physiography and Soils .................................................................................................5
2.0 WATER RESOURCES ........................................................................................................6
2.1 Waters Impacted ..................... ............................................................6
..........................
2.1.1 Surface Water Characterist~cs .............................................................................6
2.1.2 Best Usage Classifications and Water Quality .....................................................6
2.2 Anticipated Impacts to Water Resources ......................................................................7
3.0 BIOTIC RESOURCES .........................................................................................................8
3.1 Plant Communities .............. ......................................................................................10
3.2 Terrestrial Plant Community Areas .............................................................................
3.3 Wildlife ........................................................................................................................10
3.3.1 Terrestrial ..........................................................................................................10
3.3.2 Aquatic ..... ....................1
.. ................................................................... .
3.4 Anticipated Impacts to Wildlife ....................................................................................11
.....................................................................................12
........................
~ 4.0 SPECIAL TOPICS
4.1 Waters of the United States ........................................................................................12
4.1.1 Permits ..............14
................................................................................................
4.1.2 Mitigation ...........................................................................................................14
4.2 Protected Species .......................................................................................................15
4.2.1 Federally Protected Species ..............................................................................15
4.2.2 State Protected Species ....................................................................................17
.................................................................................................
5.0 REFERENCES """.'."""" 18

,~ ~ r
LIST OF FIGURES
Pa4e
Figure 1. Site location ...............................................................................................................2
Figure 2. Project area (Bridge No. 19 over Cokey Swamp) ........................................................3
Figure 3. Plant communities ...................................................................................................... 9
Figure 4. Jurisdictional areas ...................................................................................................13
LIST OF TABLES
Table.1. Plant communities within the project area ....................................................................9
Table 2. Jurisdictional areas and riparian buffers .....................................................................12
Table 3. Federally Protected Species ......................................................................................15
Table 4. Federal Species of Concem .......................................................................................16

Replacement of Bridge No. 19
SR 1135 (Pleasant Hill Road) over Cokey Swamp
Edgecombe County, North Carolina
(B-4111)
r-
1.0 INTRODUCTION
1.1 Project Description
The North Carolina Department of Transportation (NCDOT) proposes replacement of Bridge
No. 19 on SR 1135 (Pleasant Hill Road) over Cokey Swamp and the associated floodplain
(Figure 1). Bridge No. 19 spans Cokey Swamp for a distance of approximately 85 feet (25.9
meters). The existing roadway is approximately 23 feet (7.0 meters) wide with aright-of-way
width of 60 feet (18.3 meters).
[Alternatives]
[Demolition Information]
1.2 Purpose
The purpose of this study is to provide an evaluation of biological resources within the project
area as defined by NCDOT staff (Figure 2). Specific tasks performed for this study include 1)
an assessment of biological features within the project area including descriptions of vegetation,
wildlife, protected species, jurisdictional wetlands, and water quality, 2) a delineation of Section
404 jurisdictional areas and subsequent survey of jurisdictional boundaries (utilizing Trimble
XRS Differential Global Positioning System technology), 3) an evaluation of plant communities
and their areas within the project area, and 4) a preliminary determination of permit needs.
1.3 Methods
Materials and literature supporting this investigation have been derived from a number of
sources including U.S. Geological Survey (USGS) topographic mapping (Rocky Mount, NC 7.5
minute quadrangle), U.S. Fish and Wildlife Service (FWS) National Wetlands Inventory mapping
(NWI) (Rocky Mount, NC 7.5 minute quadrangle), Natural Resources Conservation Service
(NRCS; formerly the Soils Conservation Service) soils mapping (NRCS 1979), and recent aerial
- photography (scale 1:1200) furnished by NCDOT.
The site was visited on August 14 and August 16, 2001. The project area was walked and
visually surveyed for significant features. Special concerns evaluated in the field include 1)
1

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,~_ . ~ al/wm Olive _
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V %R x;~ i
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- -
.. f„s ~ , IZA' j
-.
_ ~~~~ N(1111 i~
bW ~
_ ~. - ~ ~
r `~ - -Sw __ _ cam `~ r-~ • 1 - I.
~~ amp. 13.. .
-_~ _ ,
_ _ ~'~ ~ •~•.• p
.. ~ -:r fir,. ~~ i ~0~~
•~ b.~1221~
~r
~fem ,~ '~ ~~ ~_ 5ch--j'~~ ~'~` ~~
I- ~ ~ j --
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potential protected species habitat and 2) wetlands and water quality protection in Cokey
Swamp.
The field work for this investigation was conducted by EcoScience Corporation biologists Mr.
Matt Cusack and Mr. Kendrick Weeks. Mr. Weeks is a project scientist with 4 years of
experience in the field of natural sciences. Mr. Weeks earned a B.S. in biology from
Appalachian State University and a M.S. in zoology from North Carolina State University. His
graduate research focused on breeding productivity of neotropical migrant landbirds in the
southern Appalachians. Professional expertise includes plant and wildlife identification,
protected species surveys, environmental document preparation, and stream and wetland
delineations.
Mr. Cusack is a Project Scientist with 4 years of experience in the environmental field. He has
received a bachelor's degree in marine biology with honors in biology from the University of
North Carolina at Wilmington. He has conducted fieldwork involving estuarine and freshwater
invertebrate ecology and sea turtle nesting biology. He has conducted aquatic toxicity research
in estuarine fauna. His professional expertise includes jurisdictional area delineations, stream
determinations, plant and wildlife identification and community mapping, protected species
surveys, and environmental planning.
Plant community descriptions are based on a classification system utilized by N.C. Natural
Heritage Program (NHP) (Schafale and Weakley 1990). When appropriate, community
classifications were modified to better reflect field observations. Vascular plant names follow
nomenclature found in Radford et al. (1968) with adjustments for updated nomenclature
(Kartesz 1998). Jurisdictional areas were evaluated using the three-parameter approach
following U.S. Army Corps of Engineers (COE) delineation guidelines (DOA 1987).
Jurisdictional areas were characterized according to a classification scheme established by
Cowardin et al. (1979). Aquatic and terrestrial wildlife habitat requirements and distributions
were determined by supportive literature (Martof et al. 1980, Potter et al. 1980, Webster et al.
1985, Menhinick 1991, Hamel 1992, Palmer and Braswell 1995, and Rohde et al. 1994). Water
quality information for area streams and tributaries was derived from available sources (DWQ
1997, DWQ 1999). Quantitative sampling was not undertaken to support existing data.
The most current FWS listing of federally protected species with ranges extending into
Edgecombe County (April 12, 2001 FWS list) was reviewed prior to initiation of the field
investigation. In addition, NHP records documenting presence of federally or state listed
species were consulted before commencing field investigations.
1.4 Project Area
The project area is located at the crossing of SR 1135 (Pleasant Hill Road) and Cokey Swamp
approximately 2.0 miles (3.2 kilometers) south of Rocky Mount, NC (Figure 1). U.S. Highway
SR 1135 (Pleasant Hill Road) intersects SR 1141 (Green Pasture Road) approximately 1.2
4

miles (1.7 kilometers) north of the project area. The project area spans Cokey Swamp, the
associated floodplain, and adjacent uplands along a northwest to southeast orientation for a
distance of 300 feet (91.4 meters) in both directions. The floodplain extends farther to the
northwest of Bridge No. 19 than southeast due to topography (Figure 1). This section of Cokey
Swamp is a second-order perennial stream system whose headwaters are mostly rural
residential and agriculture between Rocky Mount and Sharpsburg to the west. Approximately
60 percent of the land within the project vicinity (0.5 mile [0.8 kilometer] radius) is forested. The
remaining area is made up of equal amounts residential and agriculture. Almost all land in the
project area is forested swamp.
1.5 Physiography and Soils
Bridge No. 19 on Pleasant Hill Road is~ underlain by Flood Plain System soils in the Coastal
Plain physiographic province of North Carolina. Large river valleys with wide floodplains
characterize the region. Sediments in the river valleys range from gravel to silt. The project
area is located within a relatively level. narrow floodplain valley surrounded by gentle slopes to
uplands. Elevations in the project area range from a high of approximately 100 feet (30.5
meters) National Geodetic Vertical Datum (NGVD), on the southeast and northwest slopes of
Cokey Swamp floodplain to a low of approximately 80 feet (24.4 meters) NGVD near the
deepest portion of Cokey Swamp.
Based on soil mapping for Edgecombe County (SCS 1979), the project area is underlain by
three soil series: Bibb soils (thermic Typic Fluvaquents), Lumbee fine sandy foam (thermic Typic
Ochraquutts), and Norfolk loamy sand (thermic Typic Paieuduits). The majority of the project
area, if not its entirety, is composed of the Cokey Swamp floodplain and mapped as the Bibb
series. The narrow road approaches to the bridge are mapped as Lumbee (to the northwest)
and Norfolk series (southeast). Bibb and Lumbee soils are listed as hydric for Wilson County
(NRCS 1997).
The Bibb series is a nearly level, poorly drained soil on floodplains along major streams. Bibb
soils formed in recent alluvium. Typically, the surface layer is dark, grayish, brown foam seven
inches thick. The subsoil is dark gray fine sandy loam that has grayish brown and strong brown
mottles and becomes more brown and coarser in texture with depth. Organic matter content is
medium and permeability is moderate. The seasonal high water table is at a depth of 6 to 18
inches (15.2 to 45.7 centimeters).
The Lumbee fine sandy loam is nearly level, poorly drained and occupies broad. smooth flats
and shallow depressions in stream terraces. Lumbee soils formed in fluvial sediments. The
surface layer is typically dark grayish brown fine sandy loam 4 inches (10.2 centimeters) thick.
The 21-inch (53.3-centimeter), strongly acid subsoil is gray sandy clay loam in the upper part
becoming lighter and sandier with depth. Organic matter content is medium and permeability is
moderate. The seasonal high water table is at or near the surface. These soils are rarely
flooded.
5

Norfolk loamy sand is well drained and located in broad, smooth areas on uplands. Norfolk
soils formed in Coastal Plain sediments. The surface layer is brown loamy sand 7 inches (17.8
centimeters) thick. The subsurface layer is light yellowish brown loamy sand 5 inches (12.7
centimeters) thick. The subsoil is yellowish brown sandy clay becoming more yellow with depth.
,_ Organic matter content is low, and permeability is moderate. The seasonal high water table is 4
to 6 feet (1.2 to 1.8 meters) below the surface.
2.0 WATER RESOURCES
2.1 Waters Impacted
The project area is located within sub-basin 030303 of the Tar-Pamlico Basin (DWQ 1999).
This area is part of USGS Cataloging Unit 03020103 of the South Atlantic/Gulf Region. The
structure targeted for replacement spans Cokey Swamp. This section of Cokey Swamp has
been assigned Stream Index Number 28-83-3 by the N.C. Division of Water Quality (DWQ
1997). The project area is approximately 1.0 mile (1.6 kilometers) upstream of the confluence
of Cokey Swamp and Little Cokey Swamp.
2.1.1 Surface Water Characteristics
Cokey Swamp is designated as a perennial stream by USGS quadrangle. However, NWI
mapping and field visits verify that it is black water swamp system characterized by extended
surface flooding with low flow velocities over an unconsolidated bottom. The area supports an
emergent bottomland swamp forest and patches of rooted aquatic vegetation. This system
lacks a primary channel and is problematic for classification because swamp flow is
concentrated to pass under the bridge, appearing channel-like, but spreads back out to a black
water swamp system downstream of the bridge. The submerged banks near the bridge slope
steeply from the streambed to the water's surface. This system does not have discernable
channels.
During field investigations, Cokey Swamp was approximately 80 feet (24.4 meters) wide and
standing water was approximately 7 to 8 feet (2.1 to 2.4 meters) deep. Water level appeared
moderate, clarity was good, and flow velocity was slow. Submerged aquatic vegetation was
present in small patches in sunny, shallow areas. The entire floodplain within the project area
exhibits wetland conditions including hydrophytic vegetation, presence of hydric soils, and
evidence of regular, prolonged inundation.
2.1.2 Best Usage Classifications and Water Quality
Classifications are assigned to waters of the State of North Carolina based on the existing or
contemplated best usage of various streams or segments of streams in the basin. A Best
Usage Classification of C NSW has been assigned to this reach of Cokey Swamp. The
6

u
designation C denotes waters protected for secondary recreation, fishing, wildlife, fish and
aquatic life propagation and survival, agriculture and other uses. Secondary recreation includes
wading, boating, and other uses involving human body contact with water where such activities
take place in an infrequent, unorganized, or incidental manner. The supplementary classification
of Nutrient Sensitive Waters (NSW) is intended for waters needing additional nutrient
management due to their being subject to excessive growth of microscopic and macroscopic
vegetation. NSW are subject to nutrient input restrictions. All waters within the Tar-Pamlico
Basin are classified NSW. No restrictions on watershed development activities are required.
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 mile (1.6 kilometers) of the
project area. No watershed Critical Area (CA) occurs within 1.0 mile (1.6 kilometers) of the
project area.
The Division of Water Quality (DWQ) (previously known as the Division of Environmental
Management, Water Quality Section [DEM]) has initiated awhole-basin approach to water
quality management for the 17 river basins within the state. Water quality for the proposed
project area is summarized in the Tar-Pamlico River Basinwide Water Quality plan (DWQ 1999).
Based on DWQ data, Cokey Swamp is currently designated as Fully Supporting. Cokey
Swamp at SR 1135, has been assigned a bioclassification of Fair based on benthic
macroinvertebrate monitoring in 1997 at SR 1141.
Sub-basin 030303 of the Tar-Pamlico River Basin supports five permitted, point source
discharges. The total permitted discharge is 6.325 MGD (23.9 MLD) and includes one major
discharge (5.0 MGD [18.9 MLD]) and four minor discharges (1.325 MGD (5.016 MLD]). No
permitted discharges are located on Cokey Swamp. Major non-point sources of pollution for
Cokey Swamp include runoff from cropping and grazing pastures. Cokey Swamp is one of two
stream systems in sub-basin 030303 identified as having the greatest potential for non-point
source pollution. Sedimentation and nutrient inputs are major problems associated with non-
point source discharges and often result in fecal coliform (DWQ 1999). Low flow of Coastal
Plain streams and their associated hypoxic conditions make water quality assessment difficult.
2.2 Anticipated Impacts to Water Resources
Project alternatives will include complete bridging of Cokey Swamp to maintain the current
water quality, aquatic habitat, and flow regime. Temporary construction impacts due to erosion
and sedimentation will be minimized through implementation of a stringent erosion control
schedule and the use of Best Management Practices (BMPs). The contractor will follow
- contract specifications pertaining to erosion control measures as outlined in 23 Cr-R 650
Subpart B and Article 107-13 entitled Control of Erosion, Siltation, and Pollution" (NCDOT,
Specifications for Roads and Structures). These measures include the use of dikes, berms, silt
basins, and other containment measures to control runoff; elimination of construction staging
areas in floodplains and adjacent to waterways; re-seeding of herbaceous cover on disturbed
sites; management of chemicals (herbicides, pesticides, de-icing compounds) with potential
7

1
negative impacts on water quality; and avoidance of direct discharges into streams by catch
basins and roadside vegetation.
The proposed bridge replacement will allow for continuation of pre-project flow in Great Swamp,
thereby protecting the integrity of this waterway. Long-term impacts resulting from construction
are expected to be negligible. In order to minimize impacts to water resources, NCDOT BMPs
for the Protection of Surface Waters will be strictly enforced during the entire life of the project.
The proposed bridge replacement will allow for continuation of pre-project stream flows in Great
Swamp, thereby protecting the integrity of this waterway. Long-term impacts resulting from
construction are expected to be negligible. In order to minimize impacts to water resources,
NCDOT BMPs for the Protection of Surface Waters will be strictly enforced during the entire life
of the project.
Due to the composition of the Cokey Swamp substrate, sediment curtains should be utilized to
minimize potential water quality degradation as a result of disturbing the streambed during
bridge replacement.
3.0 BIOTIC RESOURCES
3.1 Plant Communities
Two distinct plant communities were identified within the project area: Coastal Plain Bottomland
Hardwood Forest and disturbed/maintained land (Figure 3). Plant community descriptions are
based on a classification system utilized by N.C. Natural Heritage Program (NHP) (Schafale and
Weakley 1990). These communities are described below.
Coastal Plain Bottomland Hardwood Forest -This plant community occurs on the floodplains
in all four quadrants of the project area. This community is in a late successional stage (> 100
years old) and exhibits well-developed strata. The canopy is closed and consists of water
tupelo (Nyssa biflora), swamp chestnut oak (Q. michauxii), sweetgum (Liquidambar styraciflua),
slippery elm (Ulmus alata), American elm (U. americans), river birch (Betula nigra), red maple
(Acer rubrum), overcup oak (Quencus lyrata), water oak (Q. nigra), and green ash (Fraxinus
pennsylvanica). Many of the canopy species are regenerating in the subcanopy but other
species such as Carolina ash (Fraxinus caroliniana) and ironwood (Carpinus caroliniana) also
occur. Shrubs and vines include Virginia willow (Itea virginica), viburnums (Viburnum nudum
and V. prunifolium), American holly (Ilex opaca), privet (Ligustrum sinense), sweet pepperbush
(Clethra alnifolia), greenbrier (Smilax rotundifolia), cross vine (Berchemia scandens), trumpet
' creeper (Campsis radicans), Virginia creeper (Parthenocissus quinquefolia), and muscadine
grape (Vitis rotundifolia). The herbs vary in diversity and abundance depending upon water
depth but include mosses, violets (Viola spp.), wing stem (Bohmeria cylindrica), rushes (Juncus
spp.), cardinal flower (Lobelia cardinalis), sedge (Carex intumescens), giant cane (Arundinaria
gigentea), Japanese grass, Asiatic dayflower (Murdania kiesak), netted chain-fern (Woodwardia
capreolata), knotweed (Polygonum densiflorum), and pickerel weed (Pontederia cordata).
8

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Disturbed/Maintained Land -Disturbed/maintained land occurs along the shoulders of SR
1135. Roadside right-of-way width is approximately 10 feet (3.0 meters) on each side of the
road. These areas are regularly maintained and support an abundant herb/grass assemblage
including dog fennel (Eupatorium capillifolium), lespedeza (Lespedeza spp.), fescue (Festuca
spp.), violets, plantain (Plantago rugelii), nightshade (Solanum carolinense), jewel weed
(Impatiens capensis), goldenrod (Solidago spp.), aster (Bidens spp.), Japanese grass
(Microstegium virmineum), knotweeds (Polygonum punctatum and P. persicaria), common
dayflower (Commelina communis), box seed (Ludwigia glandulosa), and silphium (Silphium
spp.). Scattered vines and shrubs including trumpet creeper (Campsis radicans), Japanese
honeysuckle (Lonicera japonica), poison ivy (Toxicodendron radicans), poison oak
(Toxicodendron toxicodendron), St. John's wort (Hypericum spp.), and elderberry (Sambucus
canadensis).
3.2 Terrestrial Plant Community Area
Plant communities within the project area were delineated to determine approximate area and
location of each community (Table 1 and Figure 3).
Table 1. Plant communities within project area.
Plant Community Area [acres/(hectares)]
Disturbed/maintained Land 0.8 (0.3)
Coastal Plain Bottomland Hardwood Forest 1.3 (0.5)
2.1 (0.8)
Total
3.3 Wildlife
3.3.1 Terrestrial
No terrestrial mammals were observed during the site visit but physical signs of beaver (Castor
canadensis) were observed within the project area. Other mammal species expected to occur
within the project area are gray fox (Urocyon cinereoargenteus), eastern cottontail (Sylvilagus
floridanus), eastern gray squirrel (Sciurus carolinensis), Virginia opossum (Didelphis virginiana),
mink (Mustela vison), southeastern shrew (Sorex longirostris), cotton mouse (Peromyscus
gossypinus), and red bat (Lasiurus borealis).
Birds observed within the project area are Carolina wren (Thryothorus ludovicianus), northern
cardinal (Cardinalis cardinalis), yellow-billed cuckoo (Coccyzus americanus), red-bellied
woodpecker (Melanerpes carolinus), red-shouldered hawk (Buteo lineatus), and white-breasted
nuthatch (Sitta carolinensis). Other species expected to occur include pileated woodpecker
(Dryocopus pileatus), prothonotary warbler (Protonotaria citrea), northern parula (Parula
americans), and barred owl (Strix varia).
10

No terrestrial reptile or amphibian species were observed during the site visit. Some terrestrial
reptiles and amphibians which may occur within the project area include eastern box turtle
(Terrapene Carolina), five-lined skink (Eumeces fasciatus), rat snake (Elaphe obsoleta), eastern
garter snake (Thamnophis sirtalis), copperhead (Agkistrodon contortrix), gray treefrog (Hyla
versicolor), Fowler's toad (Bufo woodhousei), American toad (Bufo americanus), southern toad
(Bufo terrestris), and slimy salamander (Plethodon glutinosis).
3.3.2 Aquatic
Limited surveys within the project area resulted in observations of green frogs (Rana clamitans)
and southern leopard frogs (Rana utricularia) Additional aquatic or semi-aquatic reptiles and
amphibians which are expected to occur within the project area include snapping turtle
(Chelydra serpentine), eastern mud turtle (Kinostemon subrubrum), river cooter (Pseudemys
concinna), ~ southern and northern cricket frogs (Acris gryllus and A. crepitans), two-toed
amphiuma (Amphiuma means), and dwarf waterdog (Necturus punctatus).
Limited sampling was undertaken in Cokey Swamp to determine fishery potential. Fish species
that may be present in Cokey Swamp include American eel (Anguilla rostrata), eastern
mudminnow (Umbra pygmaea), margined madtom (Noturus insignis), spottail shiner (Notropis
hudsonius), creek chubsucker (Erimyzon oblongus), sawcheek darter (Etheostoma serriferum),
tessellated darter (Etheostoma olmsted~), and yellow bullhead (Ameiurus natalis). Potential
game fish that may be present within the project area include black crappie (Pomoxis
nigromaculatus), warmouth (Lepomis auritus) and largemouth bass (Micropterus salmoides).
Dip-net samples revealed numerous mosquitofish (Gambusia holbrooki~. Signs of crayfish were
observed within the project area.
3.4 Anticipated Impacts to Wildlife
No significant habitat fragmentation is expected since potential improvements will be restricted
or adjoining roadside margins, construction noise and associated disturbances will have short-
term impacts on avifauna and migratory wildlife movement patterns.
Impacts associated with turbidity and suspended sediments resulting from bridge replacement
will be minimized through the use of silt curtains and the implementation of stringent erosion
control measures. Bridge replacement will be scheduled to avoid potential impacts to migratory
fish (construction will occur outside of the period from February through May).
11

^
4.0 SPECIAL TOPICS
4.1 Waters of the United States
Surface waters are subject to jurisdictional consideration under Section 404 of the Clean Water
Act as waters of the United States (33 CFR section 328.3). NWI mapping indicates that Cokey
Swamp exhibits characteristics of a palustrine, forested, broad-leaved, and seasonally flooded
(PF01 C; Cowardin et al. 1979). Field investigations verified this characterization and no
channel was discernable except near the bridge. Therefore, there are no jurisdictional surface
waters in Cokey Swamp.
Wetlands of Cokey Swamp are subject to jurisdictional consideration under Section 404 of the
Clean Water Act as waters of the United States (33 CFR section 328.3). These areas 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 percent) of the growing season
(DOA 1987). Jurisdictional wetlands were delineated during the site visit (Figure 4). These
wetlands are dominated by hydrophytic vegetation such as tupelo, overcup oak, and Carolina
ash. These species are growing in soils that exhibit values, chromas, and mottles characteristic
of hydric conditions. Evidence of wetland hydrology includes inundated areas, saturation in
upper 12 inches (centimeters), and tree buttresses.
The Nutrient Sensitive Waters Management Strategy for the Protection and Maintenance of
Riparian Buffers for the Tar-Pamlico River Basin (15A NCAC 026 .0259) provides a designation
for uses that cause impacts to riparian buffers within the Tar-Pamlico Basin. The Tar-Pamlico
Basin Rule applies to 50-foot wide riparian buffers (measured parallel to the stream) directly
adjacent to surface waters in the Tar-Pamlico River Basin. Changes in land use within the
buffer area are considered to be buffer impacts. Land use changes within the riparian are
defined as being Exempt, Allowable, Allowable with Mitigation, or Prohibited. The Exempt
designation refers to uses allowed within the buffer. The Allowable designation refers to uses
that may proceed within the riparian buffer provided there are no practical alternatives, and that
written authorization from the DWQ is obtained prior to project development. The Allowable
with Mitigation designation refers to uses that are allowed, given there are no practical
alternatives and appropriate mitigation plans have been approved. The Prohibited designation
refers to uses that are prohibited without a variance. Exemptions to the riparian buffer rule
include the footprint of existing uses that are present and ongoing. Although the project area is
not considered to contain an open-water channel, a stream channel is depicted in the project
area by both USGS topographic mapping (Rocky Mount, NC) and county soils mapping (SCS
1979). The Tar-Pamlico Riparian Buffer Rule will be considered in effect until an on-site
determination by a DWQ representative determines the validity of an exemption to this rule. A
completed DWQ stream classification form is attached to this report. Cokey Swamp has
received a total score of 36.5 on this form. Figure 4 indicates the location of the stream as
determined by USGS and soils mapping and the buffer area based on this stream.
12

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4

Table 2. Jurisdictional streams and riparian buffers located within the project area. Linear
distance and area are expressed in feet (meters) and acres (hectares), respectively.
Jurisdictional Type Linear Distance Area
Surface Waters N/A N/A
Riparian Buffer 190.0 (57.9) 0.4 (0.2)
Vegetated Wetland N/A 1.3 (0.5)
[Alternatives]
Bridge demolition information.
As this reach of Great Swamp has potential as a travel corridor for migratory fish, this project
can be classified as case 2, where in-water work will be avoided during moratorium periods
associated with fish migration, spawning, and nursery areas.
4.1.1 Permits
This project may be processed as a Categorical Exclusion (CE) under Federal Highway
Administration (FHWA) guidelines. The COE has made available Nationwide Permit (NWP) No.
23 (61 FR 65874, 65916; December 13, 1996) for CEs due to minimal impacts to waters of the
U.S. expected with bridge construction. DWQ has made available a General 401 Water Quality
Certification for NWP No. 23. However, authorization for jurisdictional area impacts through use
of this permit will require written notice to DWQ. In the event that NWP No. 23 will not suffice,
impacts attributed to bridge replacement and associated approach improvements may qualify
under General Bridge Permit (GP) 031 issued by the Wilmington COE District. DWQ has made
available a General 401 Water Quality Certification for GP 031. Notification to the Wilmington
COE office is required if this general permit is utilized. The COE may exert discretionary
authority and require an Individual Permit if avoidance and minimization have not been
adequately addressed, or if mitigation is inadequate (assuming mitigation may be required).
4.1.2 Mitigation
Mitigation for Section 404 impacts may need to be proposed for this project due to the amount
of jurisdictional area in the project area. However, utilization of BMPs is recommended in an
effort to minimize impacts. Temporary impacts to floodplains associated with construction
activities could be mitigated by replanting disturbed areas with native riparian species and
removal of temporary fill material upon project completion. Fill or alteration of more than 150
linear feet (45.8 meters) of stream may require compensatory mitigation in accordance with 15
14

NCAC 2H .0506(h). A final determination regarding mitigation rests with the COE and DWQ.
On-site mitigation opportunities are limited.
The requirement for riparian buffer mitigation will depend on the amount of potential impacts
resulting from proposed bridge replacement and the availability of practical alternatives. A final
determination regarding practical alternatives rests with DWQ.
4.2 Protected Species
4.2.1 Federally Protected Species
Species with the federal classification of Endangered (E), Threatened (T), or officially Proposed
(P) for such listing are protected under the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531 et seq.). The term "Endangered Species" is defined as "any species
which is in danger of extinction throughout all or a significant portion of its range," and the term
"Threatened Species" is defined as "any species which is likely to become an Endangered
species within the foreseeable future throughout all or a significant portion of its range" (16
U.S.C. 1532). Federally protected species listed for Edgecombe County (April 12, 2001 FWS
list) is presented in Table 3.
Table 3. Federally Protected Species fisted for Edgecombe County (April 12, 2001 FWS list).
Common Name Scientific Name
Status
Tar spinymussel Elliptio steinstansana E
Red-cockaded woodpecker Picoides borealis
E
Tar spinymussel -The Tar River spinymussel is a small, subrhomboidal mussel that grows to
approximately 2.5 inches (6.4 centimeters) 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 (to 0.2 inches
[5.1 millimeters] long). The shell is thicker on the anterior end and thinner on the posterior end.
Preferred habitat of the spiny mussel includes relatively fast-flowing, well-oxygenated,
circumneutral water over asilt-free, non-compacted, gravel/coarse sand substrate (FWS 1992).
The mussel's range is believed to be limited to a 1.0-mile (1.6 kilometer) section of the Tar River
in Edgecombe County and Swift Creek in Vance and Edgecombe Counties (TSCFTM 1990).
BIOLOGICAL CONCLUSION: The Tar spinymussel typically occurs in rivers with
moderate flow rates and gravel to sand substrate. Cokey Swamp shoreline and river
bottom within the project area provide suitable habitat for the Tar spinymussel but, the
water is probably too acidic. A review of NHP records indicates that no known
population of this species occurs within 1.0 mile (1.6 kilometer) of the project area.
15

NCDOT biologists will provide further determinations of mussel populations within the
project area. Based on available information, this project may result in an adverse
impact to the Tar spinyussel. UNRESOLVED
Red-cockaded Woodpecker -This small woodpecker (7 to 8.5 inches [18 to 22 cm] long) has
a black head, prominent white cheek patches, and ablack-and-white barred back. Males often
have red markings (cockades) behind the eye, but the cockades may be absent or difficult to
see (Potter et al. 1980). Primary habitat consists of mature to over-mature southern pine forests
dominated by loblolly (Pious taeda), long-leaf (P. palustris), slash (P. elliotti-), and pond (P.
serotina) pines (Thompson and Baker 1971). Nest cavities are constructed in the heartwood of
living pines, generally older than 70 years, which have been infected with red-heart disease.
Nest cavity trees tend to occur in clusters, which are referred to as colonies (FWS 1985). The
woodpecker drills holes into the bark around the cavity entrance, resulting in a shiny, resinous
buildup around the entrance that allows for easy detection of active nest trees. Pine flatwoods
or pine-dominated savannas that have been maintained by frequent fires serve as ideal nesting
and foraging sites for this woodpecker. Development of a thick understory may result in
abandonment of cavity trees.
BIOLOGICAL CONCLUSION: The project area contains no suitable foraging or nesting
habitat for red-cockaded woodpeckers. NHP records document no occurrences of red-
cockaded woodpeckers within 5.0 miles (8.0 kilometers) of the project area. Based on
NHP records, field observations, and professional judgement, the proposed project will
not affect the red-cockaded woodpecker. NO EFFECT
Federal Species of Concern -The April 12, 2001 FWS list also includes a category of species
~~
designated as "Federal species of concern (FSC). A species with this designation is one that
may or may not be listed in the future (formerly C2 candidate species or species under
consideration for listing for which there is insufficient information to support listing). The FSC
designation provides no federal protection under the ESA for the species listed. FSC species
listed for Edgecombe County is presented in Table 4.
16

1
Table 4. Federal Species of Concern listed for Edgecombe County (FWS list. April 12, 2001

Common Name
Scientific Name Potential
Habitat State
Status'
Henslow's Sparrow Ammodramus henslowii NO SR
Southern Hognose Snake Heterodon simus NO SR
Pinewoods Shiner Lythrurus matutinus NO SR
Yellow lampmussel Lampsilis cariosa NO T
Yellow lance Elliptio lanceolata YES T
Atlantic Pigtoe Fusconaia masoni No T
"E = Endangered; T =threatened; SR =Significantly Rare; C = Candidate; P =Species has been formally proposed
for listing as Endangered, Threatened, or Special Concern; W1 = NC Plant Watch List: rare because of severe
decline; W3 = NC Watch List: poorly known in North Carolina (Amoroso 1999; LeGrand and Ha111999).
4.2.2 State Protected Species
Plant and animal species which are on the North Carolina state list as Endangered (E),
Threatened (T), Special Concern (SC), Candidate, Significantly Rare (SR), or Proposed
(Amoroso 1999, LeGrand and Hall 1999) 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.). NHP records indicate no State protected species have been
documented within 2.0 miles (3.2 kilometers) of the project area.
NHP also documents Significant Natural Heritage Areas, sites selected on the basis of the
occurrence of rare plant and animal species, rare or high quality natural communities and
special animal habitats. There are no Significant Natural Heritage Areas within 2.0 miles (3.2
kilometers) of the project area. NHP Priority Areas (IPA) receive no formal protection but are
recognized as unique areas and may come under protection in the future. NHP documents a
Priority Area, Cokey Swamp Aquatic Habitat, downstream 1.7 miles (2.8 kilometers) (NHP
1999). The presence of downstream high quality aquatic habitat indicates that extra care
should be taken to preserve the hydrological and biological integrity of the project area.
17

D
5.0 REFERENCES
Amoroso, J.L. 1999. Natural Heritage Program List of the Rare Plant Species of North
Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation,
N.C. Department of Environment, Health and Natural Resources, Raleigh.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. FWS/OBS -79131. Fish and Wildlife Service,
U.S. Department of the Interior, Washington, DC. 103 pp.
Daniels, R.B., S.W. Buol, H.J. Kleiss, and C.A. Ditzler. 1999. Soil Systems in North Carolina.
North Carolina State University Soil Science Department. Raleigh, North Carolina. 118
PP• "
Department of the Army (DOA). 1987. Corps of Engineers Wetlands Delineation Manual.
Technical Report Y-87-1. US Army Engineer Waterways Experiment Station, Vicksburg,
MS. 100 pp.
Division of Water Quality (DWQ). 1997. Classifications and Water Quality Standards Assigned
to the Waters of the Tar-Pamlico River Basin. North Carolina Department of
Environment and Natural Resources, Raleigh.
Division of Water Quality (DWQ). 1999. Tar-Pamlico Basinwide Water Quality Plan. North
Carolina Department of Environment and Natural Resources, Raleigh.
Fish and Wildlife Service (FWS). 1992. Tar Spinymussel Recovery Plan: First Revision. U.S.
Department of the Interior, Fish and Wildlife Service, Southeast Region, Atlanta, GA. 34
PP•
Fish and Wildlife Service (FWS). 1985. Red-cockaded Woodpecker Recovery Plan. U.S.
Department of the Interior, Southeast Region, Atlanta, Georgia. 88 pp.
Hamel, P.B. 1992. Land Managers Guide to the Birds of the South. The Nature Conservancy,
Southeastern Region, Chapel Hill, NC. 437 pp.
Kartesz, J. 1998. A Synonymized Checklist of the Vascular Flora of the United States, Puerto
Rico, and the Virgin Islands. Biota of North America Program.
LeGrand, H.E. and S.P. Hall. 1999. Natural Heritage Program List of the Rare Animal Species
of North Carolina. North Carolina Natural Heritage Program, Division of Parks and
Recreation, N.C. Department of Environment, Health, and Natural Resources, Raleigh.
18

Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of
the Carolinas and Virginia. The University of North Carolina Press, Chapel Hill, NC. 264
PP•
Menhinick, E.F. 1991. The Freshwater Fishes of North Carolina. North Carolina Wildlife
Resources Commission, Raleigh. 227 pp.
Natural Heritage Program (NHP). 1999. List of Significant Natural Heritage Areas. North
Carolina Division of Parks and Recreation, Department of Environment and Natural
Resources. Raleigh, NC.
Natural Resources Conservation Service (NRCS). 1997. U.S. Department of Agriculture.
Hydric Soils, Edgecombe County; -N.C. Technical Guide, Section II-A-2.
Palmer, W.M. and A.L. Braswell. 1995. Reptiles of North Carolina. The University of North
Carolina Press, Chapel Hill, NC. 412 pp.
Potter, E.F., J.F. Parnell, and R.P. Teulings. 1980. Birds of the Carolinas. The University of
North Carolina Press, Chapel Hilf, NC. 408 pp.
Radford, A.E., H.E. Ahles, and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas.
The University of North Carolina Press, Chapel Hill, NC. 1183 pp.
Rohde, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell. 1994. Freshwater Fishers of the
Carolinas, Virginia, Maryland, and Delaware. The University of North Carolina Press,
Chapel Hill, N.C. 222 pp.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina: Third Approximation. Natural Heritage Program, Division of Parks and
Recreation, N.C. Department of Environment, Health., and Natural Resources. Raleigh.
325 pp.
Soil Conservation Service (SCS). 1979. Soil survey of Edgecombe County, North Carolina,
USDA National Cooperative Soil Survey.
The Scientific Council on Freshwater and Terrestrial Mollusks (TSCFTM). 1990. A Report on
the Conservation Status of North Carolina's Freshwater and Terrestrial Molluscan
Fauna. Pp. 50-52.
Thompson, R.L. and W.W.
habitat requirements
Management of the
Tallahassee, FL.
Baker. 1971. A survey of red-cockaded woodpeckers nesting
(pp. 170-186). In R.L. Thompson ed., The Ecology and
Red-cockaded Woodpecker. Tall Timbers Research Station,
19

-•
Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. 1985. Mammals of the Carolinas, Virginia,
and Maryland. The University of North Carolina Press, Chapel Hill, NC. 255 pp.
Wildlife Resources Commission (WRC). 2001. Tar Spinymussel: Species Information and
Status. North Carolina Atlas of Freshwater Mussels and Endangered Fish.
<http://www.ncwildlife.org/pg07 Wildlife SpeciesCon/pg7b1.htm>.
20

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
'
l ~ Date: d ~J ~ a~
r
Project/Site• -
Applicant/Owner
r County:
t
°~5t c 1
Investigator: ~ ~ ~
Do Normal Circumstances exist on the site?
i
T ~-t• a
e:
Community ID:
Transact ID:
~ ~~
onl
Is the site significantly disturbed (Atypical Situat o
Is the area a potential Problem Area? Yes Plot ID:
(lf needed, explain on reverse)
VCVCI/1~w,•
Stratum icator Dominsnt PIaM Snscies Stratum Indicator
1. ~ 9.
2 10.
3. nJ3 11.
4. 12.
6. 13.
6. 14.
7. 16.
8. 16.
PercerK of DomineM Species that are OBL, FACW or
FAC lexcluding FAC-)
Remarks: /,~ / ^ ~ ~~ ~ ~ / ! a.~k~~

SOILS
Map Unit Name
(Series and Phase):

Drainage Class: _
Feld Observations
Confirm Mappe
(~;.J
No
o•~file Description: Mottle Colors Mottle Tezturs,
Depth Matrix Color
Concretions, s*.±~cn~rR, etc..-
~~ Horizon (Mansell Moistl Abundan a/Contrast
~, ~ S ~~_ M
-~i
~----
Hydric Soil Indieaton:
Histosol -Concretions
Histic Epipedon -High Orgsnic Content in Surface layer in Sandy Soils
Sulfldic Odor -Orgado Streaking in Ssndy Soils
Aquic Moisture Regime -Listed on Local Hyddc Soils Lfst
Reducing Conditions -Listed on National Hydric Soils List
Other (Explain in Remsrks)
Oleyed or Low-Chrome Colors L
~~ vP/an~7 ~n ~Gi~
Remarks: ~a r C ~// ~O ~ ~~aGl
J 'f l ~ul,~ Y~{'
WETLAND DETERMINATION
HydrophyHc Vegetation presentT YYe
Wetland Hydrology presentT
Hydric Soils PreseMl Y
Remarks:
(Circle)
Is this Ssmpling Polnt Within a Wetland? Ye ` No
Approved by HQUSACE 2192
HJL
8193

DATA FORM
ROUTINE WETLAND OEfERMINATION
(1987 COE Wetlands Delineation Manual)
ProjectJSite: t~ `
Applicant/Owner:
Investigator:
Do Normal Circumstances exist on the siteT ~
Is the site significantly disturbed (Atypical Situationlt
Is the area a potential Problem Areal
(If needed, explain on reverse)
Date: _ ~c ~ICj~2Od
County: ~
State: IBC'
Community ID: `~~-
Transect ID: ~~~"
Plot ID:
VEGETATION
n~minsrtt Plant Species
1. F'I_. C
3. ins ~ ~ ~r
4, 'A M~YI
6. ~ G
6. C
7. _
8.
percent of Dominant Spades that an OBL, FACW or
FAC (excluding FAC-)
Dominant PIaM Soedes
8.
10.
11.
12.
13.
14.
16.
/ ~ `J / ~
Remarks:
HYDROLOGY
Recorded Dete (Describe in Rsmsrksl:
Stream. Lake or Tads Gauge
Aerisl Photographs
_Other
~No Recorded Data Available
Field Observstions:
Depth of Surfsce Water: D-~__lin.l
Depth to Fres Water in Pit: Z__~ (din 1
Depth to Saturated Soil: _y„~,---
Wetland Hydrology Indicators:
primary Indicator:
~ Inundated
Saturated in Upper 12 Inches
Water Marks
_Drift Lines
~SedimeM Deposits
Droinsge pattams in Wstlanda
Secondary Indicators 12 or more requiredl:
Oxidised Root Channels in Upper 12 Inches
Water-Stained Lesvss
Lot:al Soil Survey Dsta
_FAC-Neutrsl Tsst
Other (Explain in Remerksl
Remarks:

SOILS
Map Unit Name ~
j j Drainage Class: ~'~ ~
~
(Series and Phassl: h~l Reld Obssrvstions
V~q. (/~ ~' Confimt Mapped Type: Yes No
~ r
Taxonomy (Subgroupl:
Profile Deseriotion: Mottle Texture,
Depth Matrix Color Mottle Colors
Concretions, Structure. etc.
[MunseN Moistl [Munsell Moistl Abundance/Cantrsst _,
~~ ~~
~ ~ _ 14~ ~1 5 ~ _ !ate-v~-
_.____
Hydric Soii Indicators:
_Histosol _Concredom
sdon High Organic Content in Surface Isyar in Sandy Soils
E
i
_
p
p
Histic
'Organic Streaking in Sandy Sous
~ _ _
SulfidiC Odor
_Aquic Moisture Regime Listed on Lord Hydric Sous List

Redueing Condidons Listed on National Hydric Soils List -
Oleyed or Low-Chrome Colors Othar (Expldn In Remsrks) r•
Remarks: - -
WETLAND DETERMINATION
(Grcle)
Hydrophydc Vegetation Prssentl Y (Girds)
Wetlsnd Hydrology prasantl
Hydrie Soils pnssntT s o Is tMs Ssmpling Point Within a Watla Yas No
Remarks:
Approved by HQUSACE 2/92
HJL =
8/93