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STATE OF NORTH CAROLINA
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DEPART'1VIENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 5, 2006
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
Attention: Mr. William J. Biddlecome
NCDOT Coordinator
Dear Sir:
LYNDO TIPPETT
SECRETARY
060pI
Subject: Nationwide 23 Permit Application, for the proposed replacement of Bridge
No. 59 on SR 1304 over Sutton Creek in Perquimans County. Federal Aid
Project No. BRZ-1304 (7), State Project No. 8.2120401, TIP No. B-4228.
Please find enclosed the permit drawings, Categorical Exclusion (CE) Action Classification
Form, Natural Resource Technical Report (NRTR), and half-size plan sheets for the above
referenced project. The North Carolina Department of Transportation (NCDOT) proposes to
replace existing Bridge No. 59 on SR 1304 over Sutton Creek in Perquimans County. The
project involves replacement of the existing bridge structure with a 90-foot single span bridge at
approximately the same location and roadway elevation of the existing structure using top-down
construction. There will be 0.208-acre of permanent impacts to wetlands adjacent to Sutton
Creek. Traffic will be detoured off-site along surrounding roads, during construction.
Impacts to Waters of the United States
General Description: The project is located in the Albemarle Sound Basin (Hydrologic Unit
03010205). A best usage classification of "C SW" has been assigned to Sutton Creek [DWQ
Index # 30-6-8-(1)]. Neither High Quality Waters (HQW), Water Supplies (WS-I: undeveloped
watersheds or WS-II: predominately undeveloped watersheds), listed Section 303(d)
impairments, nor Outstanding Resource Waters (ORW) occur within 1.0 mile (1.6 km) of project
study area. Sutton Creek is not designated as a North Carolina Natural or Scenic River, or as a
national Wild and Scenic River. According to NCDCM, Sutton Creek does not fall under
CAMA Jurisdiction (see attached email, dated July 23, 2003).
Permanent Impacts: Wetlands adjacent to Sutton Creek will be impacted by the proposed project.
Construction of the proposed project will result in permanent impacts, including 0.065-acre of
fill and 0.143-acre of mechanized clearing (see permit drawings).
Temporarypacts: No temporary impacts to jurisdictional resources will be necessary for the
construction of this project.
MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS ~ 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548
Utility Impacts: No impacts to jurisdictional resources will occur due to relocation of utilities in
the project area. Existing utility lines are in conflict with the proposed project; however, all
utility work will be conducted in upland areas and existing road fill. Water lines will be replaced
using the directional bore method.
Bridge Demolition
The existing bridge consists of a reinforced concrete deck on timber joists with anasphalt-
wearing surface. The substructure is composed of timber end bents and interior bents consisting
of timber caps on timber piles. The bridge can be removed without dropping components into
Waters of the United States during construction. Best Management Practices for Bridge
Demolition and Removal will be followed to avoid any temporary fill from entering Waters of
the United States.
During project development, the NC Division of Marine .Fisheries (DMF) recommended
restricting in-water work between February 15 and June 15. However, DMF suggested, if
turbidity curtains are utilized during construction, a moratorium is not necessary. Consequently,
NCDOT will use turbidity curtains as part of its erosion control practices.
Federally Protected Species
Prior to the completion of the CE on April 20, 2004, no federally protected species were listed
for Perquimans County. However, as of March 8, 2006 the US Fish and Wildlife Service
(USFWS) has listed bald eagle (Haliaeetus leucocephalus). Afield survey on April 4, 2006
determined the Biological Conclusion for bald eagle is no effect, due to lack of suitable habitat.
Avoidance and Minimization
Avoidance examines all appropriate and practicable possibilities of averting impacts to "Waters
of the United States". Due to the presence of surface waters and wetlands within the project
study area, avoidance of all impacts is not possible. The NCDOT is committed to incorporating
all reasonable and practicable design features to avoid and minimize jurisdictional impacts.
Minimization measures were incorporated as part of the project design these .included:
• Use of an off-site detour during construction.
• Use of turbidity curtains to control debris and protect aquatic life
• Construction of a 38-foot longer bridge
• The new structure will completely span Sutton Creek.
• Best Management Practices will also be utilized during demolition of the existing
bridge and construction of the new bridge.
Mitigation
The North Carolina Department of Environment and Natural Resources Ecosystem Enhancement
Program (EEP) will assume responsibility for satisfying the federal Clean Water Act
compensatory mitigation requirements for the unavoidable impacts to 0.208 acre of wetlands. A
copy of the EEP Acceptance Letter, dated March 13, 2006, is attached.
NCDOT TIP B-4228 Page 2 of 3
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 23 (FR number 10,
pages 2020-2095, January 15, 2002).
Section 401 Certification: We anticipate 401 General Water Quality Certification number 3403
will apply to this project. All general conditions of the Water Quality Certifications will be met.
Therefore, in accordance with 15A NCAC 2H, Section .0500(a) and 15A NCAC 2B.0200, we are
providing copies of this application to the North Carolina Department of Environmental and
Natural Resources, Division of Water Quality for their review.
A copy of this application will be posted on the NCDOT website at:
http: //www. doh. dot. state.nc.us/preconstruct/pe/neu/permit.html
Thank you for your time and assistance with this project. Please contact Tyler Stanton at
tstanton@dot.state.nc.us or (919) 715-1439 if you have any questions or need additional
information.
Sincerely,
_~d."
~~ Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
Cc W/attachment: r
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Ms. Cathy Brittingham, NCDCM
Ms. Wanda Gooden, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Anthony Roper, P.E., Division 1 Engineer
Mr. Clay Willis, Division 1 Environmental Officer
Cc 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., PDEA
NCDOT TIP B-4228 Page 3 of 3
i t
o stem
En a ement
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:
R~~~€~D
MAR 16 2005
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B-4228, Bridge Number 59 over Sutton Creek on SR 1410, Perquimans
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 February 22, 2006, the impacts are located in CU
03010205 of the Pasquotank River Basin in the Northern Outer Coastal Plain (NOCP) Eco-Region,
and are as follows:
Riverine Wetlands: 0.208 acre
Mitigation for this project will be provided in accordance with the Memorandum of
Agreement between the N. C. Department of Environment and Natural Resources, the N. C.
Department of Transportation, and the U. S. Army Corps of Engineers. 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,
' am D. Gilmore, P.E.
EEP Director
cc: Mr. Bill Biddlecome, USACE-Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4228
R.P~StDYY,GC9... ~ ... PYDt2Gt7,GL9 OGGI'' ft~E ~~ NR
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, N(27699-1652 / 919-715-0476 / www.nceep.net
~~
PROGRAM
March 13, 2006
Mr. Bill Biddlecome
U. S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
Dear Mr. Biddlecome:
Subject: EEP Mitigation Acceptance Letter:
B-4228, Bridge Number 59 over Sutton Creek on SR 1410, Perquimans
County; Pasquotank River Basin (Cataloging Unit 03010205); Northern
Outer Coastal Plain (NOCP) 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 February 22, 2006, the project will impact 0.208 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 919-715-1929.
Sincerely,
illiam D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4228
North Carolina Ecosystem Enhancement Program, 165Z~Mail Service (enter, Raleigh, N{ 21699-1652 / 919-115-0416 / www.nceep.net
CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
A.
TIP Project No.
State Project No.
WBS No.
Federal Project No.
Project Description:
B-4228
8.2120401
33572.1.1
BRZ-1304(7)
MAR 3 2'~~:i
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B.
C.
This project proposes to replace Bridge No. 59 on SR 1304 over Sutton Creek in
Perquimans County (See Figure 1). The bridge will be replaced with an 80-foot
long bridge in the same location and elevation as the existing bridge. The cross
section of the new bridge will include two 11-foot lanes with 3.0-foot minimum
shoulder offsets. Approach work will consist of resurfacing and tying into the
existing alignment for approximately 320 feet to the west and approximately 390
feet to the east of the existing bridge. Guardrail will be installed where
warranted. Traffic will be detoured along surrounding roads during construction
(See Figure 1 and Section D, Studied Detour Route.)
Purpose and Need:
Bridge Maintenance Unit records indicate the bridge has a sufficiency rating of
47.7 out of a possible 100 for a new structure. The existing bridge was
constructed in 1972. Bridge No. 59 has a timber substructure that has visible
signs of decay. The structural appraisal of the existing bridge is four out of a
possible nine. Therefore, the bridge is considered to be structurally deficient
according to FHWA standards and therefore eligible for FHWA's Highway
Bridge Replacement Program.
Proposed Improvements:
Circle one or more of the following Type II improvements which apply to the
project:
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 drams
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Slide Stabilization
j. Structural BMP's for water quality improvement
R C ~ ~ i ~'c...~;,
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 clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
O3. 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.
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
2
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. Hardship 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.
13. Acquisition and construction of wetland, stream and endangered species
mitigation sites.
D.
14. Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.
Special Project Information:
Estimated Costs:
Total Construction
Right of Way
Total
$ 475,000
$ 60,000
$ 525,000
Estimated Traffic:
Current - 200 vpd
Year 2025 - 700 vpd
TTST - 1
Dual - 2%
Proposed Typical Cross Section:
The existing roadway in the vicinity of the bridge will be widened to a 22-foot
pavement width to provide two 11-foot lanes with six-foot shoulders. The
shoulders will be widened out to nine feet where guardrail is required.
Design Speed:
60 mph
Design Exceptions:
A design exception will be required for horizontal sight distance.
Functional Classification:
Rural Local Route
Studied Detour Route:
The studied detour route utilizes SR 1303 and US 17. The total length of the
detour is approximately three miles long with an estimated time of delay of
approximately four minutes, which is acceptable based on the Draft NCDOT
Guidelines for Evaluation of Offsite Detours.
Division Office Comments:
Division 1 concurs with replacing Bridge No. 59 with a new bridge in the same
location and approximate roadway elevation as the existing structure. The
Division Construction Engineer agrees with detouring traffic on surrounding
roads during construction.
Bridge Demolition:
Bridge No. 59 is composed of a reinforced concrete deck on timber joists, and W-
beam guardrail. The substructure is composed entirely of timber. The overall
length of the structure is 52 feet. The clear roadway width is 27' 10". There is no
anticipated fill from Bridge Demolition into Sutton Creek.
Alternatives Discussion:
The no-build alternate for this project is not practical or feasible. The existing
bridge will continue to deteriorate necessitating eventual closure of the bridge.
This is unacceptable due to the traffic that SR 1304 serves.
Rehabilitation of the existing structure is not feasible. The substructure is
composed of timber, which is showing signs of decay. Therefore, it cannot be
rehabilitated.
Maintaining traffic onsite with a temporary structure is not feasible do to
environmental impacts. The expected delay on the detour route is four minutes.
Please reference the detour discussion under Section D, Studied Detour Route.
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?
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable measures
to avoid and minimize wetland takings been evaluated?
(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
(13) Will the project result in the modification of any existing
regulatory floodway? ^
X
5
(14) Will the project require any stream relocations or channel ^
changes? X
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned
growth or land use for the area? ^
X
(16) Will the project require the relocation of any family or
business? ^
X
(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or
low-income population? ^
X
(18) If the project involves the acquisition of right of way, is the
amount of right of way acquisition considered minor? ^
X
(19) Will the project involve any changes in access control? a
X
(20) Will the project substantially alter the usefulness
and/or land use of adjacent property? X
(21) Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness? ~ X
(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)? ^
X
(23) Is the project anticipated to cause an increase in traffic
volumes? ^
X
(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
(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
6
(29) Will the project affect any archaeological remains which are ^
important to history or pre-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 National System of Wild and Scenic Rivers? ^ X
F. Additional Documentation Required for Unfavorable Responses in Part E
ITEM NO:
3. North Carolina Division of Marine Fisheries stated that anadromous fish are
found in this section of Sutton Creek. Therefore, an in-stream moratorium from
February 15 to June 15 will be in effect. If turbidity curtains can be used during
construction, the project may not be subject to the stated moratorium. NCDOT
will adhere to the "Stream Guidelines for Anadromous Fish Crossings."
4. The amount of wetland impact is estimated to be approximately 0.20 acre. This
estimate is based on preliminary plans and will be refined for the permit
application. All. practical measures have been taken to avoid and minimize
impacts to the wetlands by replacing the existing bridge with a new bridge in the
same location and roadway elevation. The approach roadway typical section is
the minimium required for safety measures such as guardrail.
In accordance with provisions of Section 404 of the Clean Water Act, a permit
will be required from the US Army Corps of Engineers (USACOE) for discharge
of fill material into Waters of the United States. Due to the small amount of
estimated wetland impacts, a Section 404 Nationwide Permit is anticipated.
However, the type of permit will be determined during the final plan design stage.
G. CE Approval
TIP Project No.
State Project No.
WBS No.
Federal Project No.
Project Description:
B-4228
8.2120401
33572.1.1
BRZ-1304(7)
This project proposes to replace Bridge No. 59 on SR 1304 over Sutton Creek in
Perquimans County. The bridge will be replaced with an 80-foot long bridge in
the same location and elevation as the existing bridge. The cross section of the
new bridge will include two 11-foot lanes with 3.0-foot minimum shoulder
offsets. Approach work will consist of resurfacing and tying into the existing
alignment for approximately 320 feet to the west and approximately 390 feet to
the east of the existing bridge. Guardrail will be installed where warranted.
Traffic will be detoured along surrounding roads during construction.
Categorical Exclusion Action Classification: (Check one)
TYPE II(A)
X TYPE II(B)
Approved:
~ d~
Date
~f 0
ate
~ /t /o
Date
Assistant Manager
Project Development & Environmental Analysis Branch
Project Planning Unit Head J _
Project Development & Environmental Analysis Branch
For Type II(B) projects only:
Date ~ John F. Sullivan, III, Division Administrator
Federal Highway Administration
Yro~ect Development ~ ~;nvironmental Analysis Branch
PROJECT COMMITMENTS
Perquimans County
Bridge No. 59 on SR 1304 Over Sutton Creek
Federal Aid Project No. BRZ-1304(7)
State Project No. 8.2120401
WBS No. 33535.1.1
T.I.P. No. B-4228
Division 1 Construction Engineer, Structure Design Unit
The proposed structure should be designed to facilitate top-down construction. If it is
determined that top-down construction cannot be used, then additional coordination with
the United States Army Corps of Engineers will be required.
No deck drains will be allowed to discharge directly into Sutton Creek.
Division 1 Construction Engineer, Structure Design Unit, Roadway Design Unit
This reach of Sutton Creek has potential as a travel corridor for anadromous fish.
Therefore, an in-stream moratorium will be in effect from February 15 to June 15. The
Stream Crossing Guidelines for Anadromous Fish Passage will be implemented, as
applicable. If turbidity curtains can be used during construction, the project may not be
subject to the stated moratorium.
Division 1 Construction Engineer, Project Development and Environmental Analysis
Branch, Roadway Design, Structure Design
The estimated impacts to wetlands is 0.20 acre, which exceeds 0.1 acre. Therefore.
mitigation for this project will be required. During the final design phase, every effort
will be made to continue to minimize impacts to the wetlands. A final estimate of
wetland impacts will be made during the final plan design phase.
Greensheet
Programmatic Categorical Exclusion,
PDEA
Sheet 1/1
March 2004
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REPLACE BRIDGE NO. 59 ON SR 1304
OVER SUTTON CREEK
B-4228
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°z-~yFR 18
GEI VLc~
North Carolina Department of Cultural Resourc
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Je~ey J. Crow, Deputy Secretary
April 29, 2003
MEMORANDUM
MAY 5 2003
~°.,g `~
S~AiCTn~.,~ r.Q~
Division of~
David J. Olson. Director
TO: Greg Thorpe, Manager
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROM: David Brook ~-~ ~~,,~~ (`~~~
~~
SUBJECT: Replacement of Bridge No. 59 on SR 1304 over Sutton Creek, B-4228,
Perquimans County, ER03-0959
Thank you for your memorandum of Apri17, 2003, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic
resources which would be affected by the project. Therefore, we have no comment on the
undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations for
Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763. In all future communication concerning this project, please cite the above
referenced tracking number.
cc: Mary Pope Furr
www.h po.dc r.state.nc. us
Location Mailing :lddrna Teiephonr/Fsx
ADh11NISTRATION 507 N. Dluunt St., Ralcigh NC .4617 Mail Service Center, Raingh NC'_7699-1617 (919) 733-1763 • 733-R653
RESTOR.\T10N 515 N. I3ltiunt St., Raleigh NC 3613 Mnil Service Center, Raleigh VC .7699-3613 (919) 733-6547 .715-3801
SURVEY & P1a1NN1NC 515 N. Dluunt St., Ralcigh NC 4h I8 Mail Service Center, Raleigh NC'_7699-1618 (919) 733-6545 • 715-3801
NORTH CAROLINA
DEPARTMENT O F
TRANSPORTATION
NATURAL RESOURCE S
TECHNICAL REPORT
REPLACEMENT BRIDGE # 59
SR 1304 OVER SUTTON CREEK
PERQUIMANS COUNTY, NORTH CAROLINA
NCDOT TIP No. B-4228
March 2003
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
NATURAL RESOURCE S
TECHNICAL REPORT
REPLACEMENT BRIDGE # 59
SR 1304 OVER SUTTON CRE E K
PE RQUIMANS COUNTY, NORTH CAROLINA
NCDOT TIP No. B-4228
March 2003
PREPARED BY:
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TABLE OF CONTENTS
Section Page
EXECUTIVE SUMMARY ..........................................................................ES-1
1.0 INTRODUCTION ...............................................................................................1
1.1 Project Description ....................................................................................1
1.2 Project Purpose .........................................................................................1
1.3 Methodology .............................................................................................2
1.4 Qualifications .............................................................:..............................3
1.5 Definitions .................................................................................................3
2.0 PHYSICAL RESOURCES ................................................................................4
2.1 Soils ..........................................................................................................4
2.2 Water Resources .......................................................................................5
2.2.1 Best Usage Classification ...............................................................5
2.2.2 Physical Characteristics of Surface Waters ....................................5
2.2.3 Water Quality ..................................................................................6
2.2.3.1 Benthic Macroinvertebrate Monitoring Network ............6
2.2.3.2 Water Quality Monitoring Data .......................................6
2.3 Summary of Anticipated Impacts .............................................................7
3.0 BIOTIC RESOURCES .......................................................................................7
3.1 Terrestrial Resources .............................................................................. ..8
3.2 Aquatic Resources .................................................................................. ..9
3.3 Summary of Anticipated Impacts ........................................................... 10
3.3.1 Terrestrial Impacts ........................................................................ 10
3.3.2 Aquatic Impacts ............................................................................ 10
4.0 JURISDICTIONAL TOPICS ........................:.................................................11
4.1 Waters of the United States .....................................................................11
4.1.1 Characteristics of Wetlands and Surface Waters ..........................11
4.2 Permit Issues ...........................................................................................12
4.2.1 Bridge Demolition ........................................................................13
4.2.2 Avoidance, Minimization, and Mitigation ....................................13
4.3 Protected Species ....................................................................................14
4.3.1 Federally Protected Species ..........................................................15
4.3.2 Federal Species of Concern and State Listed Species ..................15
5.0 CONCLUSIONS AND RECOMMENDATIONS ..........................................15
6.0 REFERENCES ..................................................................................................17
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Natural Resources Technical Report -Bridge No. 59
FIGURES
Figure 1 -Project Location Map
Figure 2 -Study Area
Figure 3 -Terrestrial Communities
Figure 4 - NHP Occurrences
Table 1 -Federal Species of Concern
A Data Sheets
TABLES
.......................................................................15
APPENDICES
00166-118-018 11 March 2003
Natural Resources Technical Report -Bridge No. 59
NATURAL RESOURCES TECHNICAL REPORT
BRIDGE N0.59
SR 1304 OVER SUTTON CREEK
PERQUIMANS COUNTY, NORTH CAROLINA
NCDOT TIP NO. B-4228
1.0 INTRODUCTION
The North Carolina Department of Transportation (NCDOT) is planning to replace the above-
referenced bridge during Fiscal Year 2006. In support of this planned activity, HDR
Engineering, Inc. of the Carolinas (HDR) and Habitat Assessment and Restoration Program
(HARP) prepared the following Natural Resources Technical Report for the site.
1.1 Project Description
The proposed project is designed to replace Bridge No. 59 on SR 1304 over Sutton Creek
in Perquimans County (County), North Carolina (Figure 1). The current bridge structure
consists of concrete over steel with wood supports, spanning approximately 50 feet
[15.24 meters (m)] of stream. The current bridge is 28 feet (8.53 m) wide and 52 feet
(15.85 m) long.
The Study Area, depicted in Figure 2, is based on the project limits provided on the aerial
photograph in the October 28, 2002 Request for Environmental Input. This azea includes
approximately 50 acres (0.20 km2) of land to the southeast and northwest of the existing
bridge. Land use within the Study Area is approximately 25 percent residential, 25
percent agricultural, and 50 percent forested.
1.2 Project Purpose
This report is submitted to assist in the preparation of a Categorical Exclusion (CE) for
the above-referenced project. The purpose of this report is to inventory and describe the
natural resources that occur within the proposed Study Area. Assessments of the nature
and severity of potential impacts to these natural resources are provided along with
recommendations for measures that will minimize resource impacts.
This report identifies azeas of particular environmental concern that may affect the
selection of a preferred alignment or may necessitate changes in design criteria. Such
environmental concerns should be addressed during the preliminary planning stages of
the proposed project in order to maintain environmental quality in the most efficient
manner. The analyses contained in this document are relevant only in the context of the
existing preliminary Study Area. If the Study Area changes, additional field
investigations maybe necessary.
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March 2003
r
Some environmental effects could not be determined at this stage of the planning process
either due to the lack of design information or the season of the study. These effects are
identified in the appropriate section along with recommendations for future action.
1.3 Methodology
Natural resource information for the Study Area (Figure 2) was obtained from several
sources. Prior to an on-site evaluation of the Study Area, the Hertford 1:24,000
topographic quadrangle map from the United States Geological Survey (USGS) and the
Chowan and Perquimans Counties Soil Survey from the Natural Resource Conservation
Service (MRCS) were used to determine existing landscape and soil composition. Aerial
photography, supplied by NCDOT, was studied to identify hydrologic and environmental
features. The North Carolina Natural Heritage Program (NCNHP) database was used to
search for the presence of known populations of Federally threatened and endangered
species in the County and in the Hertford Quadrangle. In addition, the NCNHP database
was searched for Federal Species of Concern (FSC), as well as State listed species. The
United States Fish and Wildlife Service (USFWS) list of protected species for
Perquimans County was used to verify the NCNHP data and check for additional listed
species. North Carolina Division of Water Quality (NCDWQ) records were reviewed to
determine stream index number, classification, and National Pollution Discharge
Elimination System (NPDES) permits within the Project vicinity. The Pasquotank River
Basinwide Water Quality Plan was used to further characterize environmental resource
conditions at and around the project site (NCDENR, 1999). The North Carolina Wildlife
Resources Commission (NCWRC) Geographical Information System (GIS) database was
searched to identify proposed critical habitats for aquatic species.
Field investigations were conducted by HDR/HARP personnel (Section 1.4) on January
15, 2003. Water resources were identified, and their physical characteristics recorded on
field data sheets (Appendix A). Plant communities and their associated wildlife (or
potential wildlife habitat) were also identified and described. Terrestrial community
classifications generally follow Schafale and Weakley (1990) where applicable, and plant
taxonomy follows Radford, et al. (1968). Animal taxonomy follows Brigham et al.
(1982), Martof et al. (1980), Menhinick (1991), Potter et al. (1980), and Webster, et al.
(1985).
Vegetative communities were mapped based on aerial photography and field verified
during the site visit. Wildlife identification involved various techniques including
qualitative habitat assessment based on vegetative communities, active searching, and
identifying characteristic signs of wildlife (sounds, scat, tracks, burrows, etc.). Cursory
surveys of aquatic organisms were conducted and tactile searches for benthic organisms
were administered. Organisms captured during these searches were identified and
released.
Jurisdictional wetlands, if present, were identified and evaluated based on criteria
established in the U.S. Army Corps of Engineers (USAGE) Wetland Delineation Manual
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Natural Resources Technical Report -Bridge No. 59
r
(USAGE, 1987) and Guidance for Rating the Values of Wetlands in North Carolina
(NCDENR, 1995). Wetlands were classified using Cowardin, et al. (1979).
1.4 Qualifications
The following personnel performed and/or supervised the natural resource investigation
and preparation of this report. Each individual is listed with qualifications and areas of
involvement with the project.
Personnel: Responsibility:
Mr. Chris Matthews, M.S. Project Management
Section Manager Report QA/QC
HDR-Charlotte
Ms. Kerri Snyder, M.S. Preliminary Research
Environmental Scientist Field Inventory
HDR-Charlotte Report Preparation
Ms. Jaime Henkels, M.E.M. Preliminary Research
Environmental Scientist Field Inventory
HDR-Charlotte Report Preparation
Mr. Philip May Preliminary Research
Environmental Scientist Field Inventory
HDR-Raleigh Report Preparation
Mr. Joshua McSwain Preliminary Research
GIS Analyst Field Inventory
HDR-Charlotte Report Preparation
Dr. James F. Matthews, Ph.D. Field Inventory
Botanist Report Preparation
HARP-Charlotte
Mr. John T. Soule Field Inventory
Botanist/Surveyor Report Preparation
HARP-Charlotte
1.5 Definitions
For the purposes of this document, the following terms are used concerning the limits of
natural resource investigations. "Study Area" denotes the area bounded by the proposed
limits supplied by NCDOT on the aerial photograph (Figure 3). "Project Area" is
defined as the area within which the actual bridge reconstruction will eventually take
place.
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March 2003
2.0 PHYSICAL RESOURCES
Soil and water resources that occur in the Study Area aze discussed below with respect to
possible environmental concerns. Soil properties and site topography significantly influence the
potential for soil erosion and compaction, along with other possible construction limitations or
management concerns. Water resources within the Project Area present important management
limitations due to the need to regulate water movement and the increased potential for water
quality degradation. Excessive soil disturbance resulting from construction activities can
potentially alter both the flow and quality of water resources, limiting downstream uses. In
addition, soil characteristics and the availability of water directly influence the composition and
distribution of flora and fauna in biotic communities, thus affecting the characteristics of these
resources.
2.1 Soils
The County lies in the Outer Coastal Plain physiographic region of North Carolina. Flat
terrain, slow-moving streams and swamplands, and estuarine areas chazacterize the
landscape. Elevations in the project vicinity aze less than 5 feet (1.5 m) above mean sea
level (msl).
Soil mapping units aze based on the NRCS soil survey for the County (USDA, 1986).
The Study Area, located at the intersection of SR 1304 and Sutton Creek, is mapped as
Chowan silt loam (Thapto-Histic Fluvaquents), Chapanoke silt loam (Aeric
Ochraquults), and Perquimans silt loam (Typic Ochraquults). Chowan and Perquimans
soils are listed as hydric, while Chapanoke may contain inclusions of hydric soils.
One hydric soil type, Chowan, has been mapped within the Study Area. Chowan silt
loam soils consist of very poorly drained, nearly level acid soils on flood plains of small
streams that flow into the Albemazle Sound. The Chowan series is characterized by
moderately slow permeability. Most areas with these soils flood frequently for long
periods, and slopes in these azeas range from 0 to 2 percent. Soils in this group generally
have a surface organic layer and contain inclusions of Dorovan muck.
Chapanoke silt loam soils consist of somewhat poorly drained, nearly level acid soils on
low flats along small streams that flow into the Albemazle Sound. Chapanoke soils are
characterized by having moderately slow permeability and a moderate water capacity.
This soil is frequently flooded for long periods and contains inclusions of hydric soils
Another hydric soil type, Perquimans, has been mapped within the Study Area. These
silt loam soils consist of poorly drained, nearly level soils on flats and depressions near
small streams that flow into the Albemarle Sound. This soil is characterized by having a
moderately slow permeability rate with the seasonal high water table at or neaz the
surface. Perquimans soils are very strongly acid or strongly acid.
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2.2 Water Resources
This section contains information concerning surface water resources likely to be
impacted by the proposed project. Water resource assessments include the physical
characteristics, best usage standards, and water quality aspects of the water resources,
along with their relationship to major regional drainage systems. Probable impacts to
surface water resources are also discussed, as are means to minimize impacts.
2.2.1 Best Usage Classification
Water resources within the Study Area are located in the Albemarle Sound Basin (USGS
Hydrologic Unit 03010205, NCDWQ Subbasin 03-01-52). There is one water resource
in the Study Area. SR 1304 crosses Sutton Creek, a third order tributary to Perquimans
River, which discharges into the Albemarle Sound. Sutton Creek is considered by
NCDWQ to be in the Pasquotank River Basin, as noted in Section 2.2.3.2.
Streams have been assigned a best usage classification by the NCDWQ that reflects water
quality conditions and potential resource usage. The classification for Sutton Creek
(NCDWQ Index No. 30-6-8-(1), 04/06/61) is Class C-Sw. This classification of waters is
protected for secondary recreation, fishing, wildlife, fish and aquatic life propagation and
survival, agriculture, and other uses suitable for Class C. Secondary recreation includes
those activities performed in an infrequent, unorganized, or incidental manner. Swamp
waters generally have a low pH, low dissolved oxygen, and very low velocities.
The North Carolina Coastal Resources Commission has recently adopted temporary
Coastal Shoreline Rules. These rules require a 30-foot setback from the normal high
water level of public trust waters and estuaries. This setback applies to all new
development, except water dependent uses. The proposed bridge replacement will not
require these setbacks.
2.2.2 Physical Characteristics of Surface Waters
Sutton Creek at SR 1304 has a channel width of approximately 50 feet (15.24 m) and a
water depth of up to approximately four feet (1.22 m). Bankfull width and height
measurements were not possible due to the coastal swamp nature of the stream. Sutton
Creek has a wide, forested flood plain swamp that has standing water for long periods.
Within the Study Area, Sutton Creek has a substrate composed of silt, organic material
and muck.
The Rosgen system of stream classification is not applicable to Sutton Creek in the
vicinity of the Study Area due to the coastal nature of the stream (1996). The forested
flood plain adjacent to the stream is frequently flooded for long periods by both rainfall
events, surface water flow, and groundwater input. In many areas, stream banks are not
defined. The stream has a very low-grade slope, which is characteristic of swampy areas
in the Coastal Plain.
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2.2.3 Water Quality
This section describes the quality of water resources within and downstream of the
Project Area. Potential sediment loads and toxin concentrations of these waters from
both point and nonpoint sources are evaluated. Water quality assessments are made
based on published resource information and existing general watershed characteristics.
These data provide insight into the value of water resources within the Project Area to
meet human needs and provide habitat for aquatic organisms.
2.2.3.1 Benthic Macroinvertebrate Ambient Network
The Basinwide Monitoring Program, managed by the NCDWQ, is part of an ongoing
ambient water quality monitoring program that addresses long-term trends in water
quality. The Program monitors ambient water quality by sampling at fixed sites for
selected Benthic macroinvertebrate organisms, which are sensitive to water quality
conditions. Samples are evaluated on the number of taxa present of intolerant groups
[Ephemoptera, Plecoptera, Trichoptera (EPT)] and a taxa richness value (EPT S) is
calculated. A biotic index value is also calculated for the sample that summarizes
tolerance data for all species in each collection. The two rankings are given equal
weight in final site classification. The biotic index and taxa richness values primarily
reflect the effects of chemical pollution and are a poor measure of the effects of such
physical pollutants as sediment. There are no Benthic monitoring stations on Sutton
Creek (NCDENR, 2002a).
2.2.3.2 Water Quality Monitoring
The Pasquotank River Basinwide Water Quality Plan does not rate Sutton Creek or
Perquimans River (NCDENR, 2002a). In addition, there are no NPDES facilities on
Sutton Creek. The nearest NPDES site to the Study Area is the Town of Hertford
Wastewater Treatment Plant (WWTP) on the Perquimans River (NCDENR, 2002b).
Land use within the Subbasin is approximately 32 percent forested/wetland, 28
percent surface water, 39 percent agriculture, and less than one percent urban
(NCDENR, 2002). Within the Sutton Creek watershed, a higher percentage of the
land usage is agriculture.
Non-point source discharges within the Study Area could occur from several sources.
The impervious roadway surface will discharge direct surface runoff during rainfall
events along with minimal amounts of potential pollutants present on the road
surface. Agricultural areas, forestry practices, and residential runoff through the
roadside drainage ditches may introduce nutrients, herbicides, or pesticides if used in
the area for lawn, timber, or crop management.
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2.3 Summary of Anticipated Impacts
Impacts to water resources in the Project Area are likely to result from activities
associated with project construction. Activities likely to result in impacts include
clearing and grubbing on stream banks, riparian canopy removal, in-stream construction,
fertilizers and pesticides used in revegetation, and pavement installation. The following
impacts to surface water resources are likely to result from the aforementioned
construction activities.
o Increased sedimentation and siltation downstream of the crossing and increased
erosion in the Project Area.
o Changes in light incidence and water clarity due to increased sedimentation and
vegetation removal.
o Alteration of water levels and flows due to interruptions and/or additions to surface
and ground water flow from construction.
o Changes in and destabilization of water temperature due to vegetation removal.
o Increased nutrient loading during construction via runoff from exposed areas.
o Increased concentrations of toxic compounds in roadway runoff.
o Potential increase of toxic compound releases, such as fuel and oil, from construction
equipment and other vehicles.
o Alteration of stream discharge due to silt loading and changes in surface and ground
water drainage patterns.
In order to minimize potential impacts to water resources in the Project Area, NCDOT's
Best Management Practices (BMPs) for the Protection of Surface Waters will be strictly
enforced during the construction phase of the project. In addition, NCDOT's Best
Management Practices for Bridge Demolition and Removal will be followed for Case 3
projects. Impacts can be further reduced by limiting in-stream activities and revegetating
stream banks immediately following completion of the grading. Uses of turbidity
curtains for this project were reviewed and investigated. If instream work is unavoidable,
the use of turbidity curtains in the stream should be evaluated by the project engineer.
The channel depth may allow the use of this device to prevent excessive siltation of the
downstream aquatic environment caused by disturbance to the stream substrate.
3.0 BIOTIC RESOURCES
Biotic resources include terrestrial and aquatic communities. This section describes the biotic
communities encountered in the Study Area, as well as the relationships between fauna and flora
within these communities. The composition and distribution of biotic communities throughout
the Study Area are reflective of topography, soils, hydrology, and past and present land usage.
Descriptions of the terrestrial systems are presented in the context of plant community
classifications. These classifications follow Schafale and Weakley (1990), where possible. In
addition to sits-specific evidence of fauna, representative animal species that are likely to occur
in these habitats (based on published range distributions) are also listed.
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r
Scientific nomenclature and common names (when applicable) are provided for each animal and -
plant species described. Subsequent references to the same organism refer to the common name
only, unless no common name is designated.
Biotic communities include terrestrial and aquatic elements. Much of the flora and fauna
described within biotic communities use resources from adjacent communities, making
boundaries between contiguous communities difficult to define.
3.1 Terrestrial Resources
There are four distinct terrestrial communities within the Study Area including residential
areas, swamp forest, disturbed upland forest, and loblolly pine farm. Each of these
communities is described below and shown in Figure 3. Ecotones or gradual changes
between communities are often present, but are not described separately unless large
enough to be considered a distinct area.
Residential Areas
Residential areas within the Study Area have few scattered trees. These are Loblolly pine
(Pinus taeda), Sycamore (Platanus occidentalis), Red maple (Ater rubrum), Atlantic
white cedar (Chamaecyparis thyoides), Sweet gum (Liquidambar styracijZua), and Hop
hornbeam (Ostrya virginiana). Fauna within this community are likely to be transient in
nature and reflect the faunal composition in adjacent communities.
Swamp Forest
A swamp forest is adjacent to Sutton Creek. This community may have historically been
a Coastal Plain Bottomland Hardwood or Cypress-Gum Swamp, but previous timber
harvesting has resulted in a mixed community with more rapidly colonizing wetland
species. This wetland is dominated by Red maple and Green ash (Fraxinus
pennsylvanica). Also present are Bald cypress (Taxodium distichum), American elm
(Ulmus americana), Sweet gum, and Yellow poplar (Liriodendron tulipifera). The
subcanopy contains Sweet gum, Pawpaw (Asimina triloba), Water ash (Fraxinus
caroliniana), Willow (Salix spp.), and Box elder maple (A. negundo). The shrub layer
contains Privet (Ligustrum sinense), Elderberry (Sambucus canadensis), Virginia willow
(Itea virginica), and Beautyberry (Callicarpa americana). The herb layer includes Giant
Cane (Arundinaria gigantea), Lizard's-tail (Saururus cernuus), Cottongrass bulrush
(Scirpus cyperinus), Ground ivy (Glecoma hederacea), and Violet (Viola spp.). Vines
present are Japanese honeysuckle (Lonicera japonica), Grape (Vitis spp.), Carolina
supplejack (Berchemia scandens), and Greenbrier (Smilax spp.). Within this community,
an abandoned roadbed exists to the north of the existing bridge. The banks of this area
are dominated by Sycamore, with Yellow poplar. In addition, portions of the area exhibit
signs of forestry activities such as stumps and ruts.
Fauna, or evidence of fauna, noted within this community included White-tailed deer
(Odocoileus virginianus), woodpeckers, and crayfish. Additional fauna likely to occur
within the community include Opossum (Didelphis virginiana), Marsh rabbit (Sylvilagus
00166-118-018 8 March 2003
Natwal Resources Technical Repoli -Bridge No. 59
palustris), Muskrat (Ondatra zibethicus), and Raccoon (Procyon lotor). The long periods
of flooding limit the number of forage plants and makes permanent colonization of many
terrestrial mammal species unlikely, however, the woody debris and snags create shelter
opportunities for fauna, especially avian species. Wood ducks and other species of water
birds may inhabit this area, especially during the wet season.
Disturbed Upland Forest
A disturbed upland forest is also present to the west of the bridge at the edge of the
wetland area and along the road to the east of the bridge. The canopy in these areas is
composed of Sweet gum, Red maple, Southern red oak (Quercus falcata), Black cherry
(Prunus serotina), Black walnut (Juglans nigra), and Sycamore. The subcanopy contains
Atlantic white cedar, Green ash, Sweet gum, and Box elder maple. The shrub layer
includes Wax myrtle (Myrica cerifera), Pawpaw, Privet, Beautyberry, Spicebush
(Lindera benzoin) and Elderberry. Trumpetvine (Campsis radicans), Greenbrier, and
Japanese honeysuckle were also found. The herb layer includes Arrowleaf heartleaf
(Hexastylis arifolia) and Christmas fern (Polystichum acrostichoides).
Fauna likely to inhabit this area include Southeastern shrew (Sorex longirostris), Eastern
mole (Scalopus aquaticus), Red bat (Lasiurus borealis), Evening bat (Nycticeius
humeralis), Eastern cottontail (S. floridanus), Gray squirrel (Sciurus carolinensis),
Southern flying squirrel (Glaucomys volans), White-footed mouse (Peromyscus
leucopus), and Gray fox (Urocyon cinereoargenteus).
Loblolly Pine Farm
A Loblolly pine farm is present in the northeast portion of the Study Area. The trees are
young, with a dense growth of young hardwoods and shrubs. Present are Red maple,
Water oak, Sweet gum, Wax myrtle, Horse sugar (Symplocos tinctoria), Groundsel-tree
(Baccharis halimifolia), Greenbrier, Japanese honeysuckle, and Winged sumac (Rhus
copallina). Faunal community composition is likely to be similar to that of the disturbed
upland forest.
3.2 Aquatic Resources
There is one aquatic community, Sutton Creek, located in the Study Area. Physical
aspects of the aquatic community are described in Section 2.2. In addition, leaf litter and
woody debris are present in the stream channel. Algae are also common in the standing
water areas.
Macroinvertebrates found in this community include amphipods (Amphipoda). Mollusks
observed include clams (Sphaeriidae} and snails (Gastropoda). Crayfish (Decapoda)
were also found. Mussel survey data will be supplied by NCDOT.
Juvenile shiner were observed in the shallow areas of the swamp, but no adult fishes were
found within this community. The slow moving waters of Sutton Creek provide woody
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Natural Resources Technical Report -Bridge No. 59
debris as habitat, however the stream exhibits low dissolved oxygen levels and a
relatively homogeneous substrate of silt and muck. Riffle/pool structure is lacking.
Overall, Sutton Creek within the Study Area is not likely to provide a diversity of fish
habitat. However, it may have potential as a spawning area for fish from the estuarine
areas downstream.
A review of the NCWRC database showed no occurrence of Significant Aquatic
Endangered Habitats within 1 mile (1.6 km) of the Study Area. There are no Essential
Fish Habitats or Anadromous Fish Spawning Areas within the Study Area. Construction
moratoria should be determined by consultation with the NCWRC and the National
Marine Fisheries Service.
3.3 Summary of Anticipated Impacts
Construction of the proposed project will have various impacts on the biotic resources
described in Sections 3.1 and 3.2. Any construction-related activities in or near these
resources have the potential to impact biological functions. This section describes
potential impacts to the natural communities within the Study Area in terms of the
communities and organisms affected. Estimates of impact areas are not included due to
the early stage of the planning process for this project. No estimates can be made until
the design and footprint of the bridge construction have been determined. However, the
natural community boundaries, shown in Figure 3, should be incorporated into the
development of alternatives and design of the replacement structure in order to minimize
impacts.
3.3.1 Terrestrial Impacts
Impacts to terrestrial communities will result from project construction due to the
widening, clearing, and paving of portions of the Project Area, and thus, the loss
of community area. The communities likely to be impacted by the Project include
disturbed residential areas, upland forest, and swamp forest. Loss of terrestrial
communities could minimally impact the habitat of local fauna. However, natural
communities occurring in the Study Area are shown in Figure 3 and maybe used
during the development of alternatives and design of the replacement structure.
3.3.2 Aquatic Impacts
Impacts to the aquatic community of Sutton Creek will result from the
replacement of Bridge No. 59. Impacts are likely to result from the physical
disturbance of aquatic habitats (e.g., substrate and water quality). Disturbance of
aquatic habitats has a detrimental effect on aquatic community composition by
reducing species diversity and the overall quality of aquatic habitats. Physical
alterations to aquatic habitats can result in the following impacts to aquatic
communities. Overall, impacts will be temporary due to the short duration of
construction and expected stabilization activities.
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Natural Resouroes Technical Report -Bridge No. 59
o Inhibition of plant growth.
o Clogging of feeding structures or filter feeding organisms and gills offish.
o Burial of benthic organisms.
o Algal blooms resulting from increased nutrient concentrations, which deplete
dissolved oxygen supplies.
o Loss of benthic macroinvertebrates through scouring and deposition resulting
from an increased sediment load from storm water runoff from the road during
large storm events.
o Increased water temperatures due to removal of riparian canopy.
Impacts to aquatic communities can be minimized by strict adherence to the
BMPs for Protection of Surface Waters and for Bridge Demolition and Removal
and additional measures described in Section 2.3.
4.0 JURISDICTIONAL TOPICS
This section provides inventories and impact analyses pertinent to two significant regulatory
issues: Waters of the United States and rare and protected species. These issues retain particular
significance because of Federal and State mandates that regulate their protection. This section
deals specifically with the impact analyses required to satisfy regulatory authority prior to project
construction.
4.1 Waters of the United States
Surface waters and wetlands fall under the broad category of "Waters of the United
States", as defined in Section 33 of Code of Federal Regulations (CFR) Part 328.3. Any
action that proposes to dredge or place fill material into surface waters or wetlands falls
under the jurisdiction of the USACE under Section 404 of the Clean Water Act (33
U.S.C. 1344). Surface waters include all standing or flowing waters that have
commcrcial or recreational value to the public. Wetlands are identified based on the
presence of hydric soils, hydrophytic vegetation, and saturated or flooded conditions
during all or part of the growing season.
4.1.1 Characteristics of Wetlands and Surface Waters
Criteria used to delineate jurisdictional wetlands include evidence of hydric soils,
hydrophytic vegetation, and hydrology. There are wetlands adjacent to Sutton
Creek within the Study Area. Physical descriptions of surface waters in the Study
Area are included in Section 2.2.
A ditch is present on the southeast side of the bridge. Due to the fact that it is
constructed within and adjacent to the wetland areas, this feature will likely be
considered jurisdictional. The ditch extends along the road and crosses the road at
the eastern extent of the Study Area. At this point it becomes non jurisdictional.
USACE and NCDWQ evaluation forms for this feature are included in Appendix
A.
00166-118-018 11 March 2003
Natural Resources Technical Report -Bridge No. 59
Wetlands are present both up- and downstream of the bridge and are adjacent to
the stream. This swamp forest area has predominately hydric organic soils and is
semi-permanently flooded. Butressed trees are present throughout the wetlands
along with other strongly hydrophytic vegetation listed in Section 3.1. The
swamp forest supplies several important functions including flood storage
capacity, water quality, and wildlife habitat. This resulted in a rating of 83 using
the NCDWQ Rating Form (Appendix A).
Impacts to jurisdictional surface waters are calculated based on the linear feet of
the stream that are located within the Study Area. Impacts to Waters of the
United States will likely include wetlands and stream channels.
4.2 Permit Issues
Unavoidable impacts to jurisdictional surface waters and wetlands are anticipated for the
proposed project. As a result, construction activities will require permits and
certifications from various regulatory agencies in charge of protecting the water quality
of public water resources.
A Nationwide Permit (NWP) 23 is likely to be applicable for all impacts to Waters of the
United States resulting from the proposed project. This permit authorizes activities
undertaken, assisted, authorized, regulated, funded or financed in whole, or part, by
another Federal agency or department where that agency or department has determined
that, pursuant to the Council on Environmental Quality (CEQ) regulation for
implementing the procedural provisions of the National Environmental Policy Act:
(1) the activity, work or discharge is categorically excluded from environmental
documentation because it is included within a category of actions which neither
individually nor cumulatively have a significant effect on the human environment;
and,
(2) the office of the Chief of Engineers has been furnished notice of the agency's or
department's application for the categorical exclusion and concurs with that
determination.
This project will also require a 401 Water Quality Certification from the NCDWQ prior
to the issuance of the NWP. Section 401 of the Clean Water Act requires that the State
issue or deny certification for any Federally permitted or licensed activity that may result
in a discharge to Waters of the United States. Section 401 Certification allows surface
waters to be temporarily impacted for the duration of the construction or other land
manipulation. The issuance of a 401 Certification from the NCDWQ is a prerequisite to
issuance of a Section 404 permit.
A NWP 33 may also be required if temporary construction measures are required. This
permit authorizes temporary access, dewatering, and construction activities for projects
already authorized by USAGE or not requiring authorization. This permit does not
require notification to NCDWQ as long as all conditions of their certification are met.
00166-118-018 12 March 2003
Natural Resources Technical Report -Bridge No. 59
A Coastal Area Management Act (CAMA) permit may also be required by the North
Carolina Division of Coastal Management (NCDCM). Their jurisdiction, in this case,
could apply if Sutton Creek is considered a public trust water. Sutton Creek was
considered a public trust water 1.8 miles downstream during the permitting of the SR
1300 bridge replacement. NCDCM has been contacted and will determine their
jurisdiction on the site. This will be forwarded to NCDOT upon receipt.
4.2.1 Bridge Demolition
Bridge No. 59 is located on SR 1304 over Sutton Creek in the County.. It is
constructed of wood, concrete, and steel. All efforts will be made to demolish the
bridge without dropping any materials into Waters of the United States.
However, there is some potential for materials to enter surface waters or wetlands
during construction. Compliance with the BMPs discussed previously will limit
these impacts to minimal levels. The NCDOT project engineer will complete
bridge materials and fill data at a later time
The B-4228 bridge replacement falls under Case 3 as described in the NCDOT
Best Management Practices for Bridge Demolition and Removal. Case 3 has no
special restrictions other than those outlined in Best Management Practices for
Protection of Surface Waters. There are no construction moratoria and no
evidence of protected species within the Project Area.
4.2.2 Avoidance, Minimization, and Mitigation
The USAGE, through the CEQ, has adopted a wetland mitigation policy, which
embraces the concept of "no net loss of wetlands" and sequencing. The purpose
of this policy is to restore and maintain the chemical, biological, and physical
integrity of Waters of the United States; specifically, wetlands. Mitigation of
wetland impacts has been defined by the CEQ to include the following: avoiding,
minimizing, rectifying, reducing (over. time), and compensating for impacts (40
CFR 1508.20). Each of these three aspects (avoidance, minimization, and
compensatory mitigation) must be considered sequentially.
Avoidance mitigation examines all appropriate and practicable possibilities of
averting impacts to Waters of the United States. According to a 1990
Memorandum of Agreement (MOA) between the U.S. Environmental Protection
Agency (EPA) and the USAGE, in determining "appropriate and practicable"
measures to offset unavoidable impacts, such measures should be appropriate to
the scope and degree of those impacts and practicable in terms of cost, existing
technology, and logistics in light of overall project purposes.
Minimization includes the examination of appropriate and practicable steps to
reduce the adverse impacts to Waters of the United States. Implementation of
these steps will be required through project modifications and permit conditions.
00166-118-018 13 March 2003
Natural Resou~~ces Technical Report -Bridge No. 59
Minimization typically focuses on decreasing the footprint of the proposed project
through the reduction to median widths, ROW widths, fill slopes, and/or road
shoulder widths.
Compensatory mitigation is not normally considered until anticipated impacts to
Waters of the United States have been avoided and minimized to the maximum
extent possible. It is recognized that "no net loss of wetlands" functions and
values may not be achieved in each and every permit action. Appropriate and
practicable compensatory mitigation is required for unavoidable impacts that
remain after all appropriate and practicable minimization has been required.
Compensatory actions often include restoration, creation, and enhancement of
Waters of the United States, specifically wetlands. Such actions should be
undertaken in areas adjacent or contiguous to the discharge site, if practicable.
Current NWP regulations require compensatory mitigation for those projects that
require notification to the USACE. In addition, NCDWQ requires mitigation for
impacts greater than 1.0 acres of wetlands and/or more than 1501inear feet (45.72
meters) of streams. For projects in or near streams or other open waters, a
common component of any compensatory mitigation plan is to establish and
maintain a vegetated buffer next to open waters within the Project vicinity.
Generally, the buffer is 25 to 50 feet wide on each side of the stream; .however,
the District Engineer will determine whether or not the vegetated buffer is
required and, if necessary, the appropriate buffer width. The vegetated buffer
should consist of native species and cannot account for more than one third of
compensatory mitigation acreage.
The impacts from this project are anticipated to meet the minimum mitigation
thresholds; therefore, a mitigation requirement is anticipated. However, final
authority for the permit/mitigation decisions rests with the USACE.
Stream mitigation potential on-site is limited by the presence of the bridge, which
restricts the use of natural channel design. In addition, stream restoration of
swamp channels is not an established practice at this time.
Wetland mitigation opportunity should be evaluated for the removal of the old
roadbed materials and restoration of the swamp forest. However, this area is
removed from the immediate construction area and would need to be accessed
through two residences beyond the standard NCDOT Right-of--Way. This would
involve additional land acquisition.
4.3 Protected Species
Some populations of fauna and flora have been, or are, in the process of decline either
due to natural forces or their inability to co-exist with human development. Federal law
[under the provisions of the Endangered Species Act of 1973 (ESA), as amended]
requires that any action likely to adversely affect a species classified as Federally
00166-118-018 14 March 2003
Naturel Resources Technical Report -Bridge No. 59
protected, be subject to review by the U.S. Fish and Wildlife Service (USFWS). Other
species may receive limited additional protection under separate State laws.
4.3.1 Federally Protected Species
Plants and animals with Federal classifications of Endangered (E), Threatened
(T), Proposed Endangered (PE), and Proposed Threatened (PT) are protected
under the provisions of Sections 7 and 9 of the ESA, as amended. The USFWS
(last update: February 25, 2003) and NCNHP (last update: January 2003) list no
Federally protected species for the County.
A review of the NCNHP database of rare species and unique habitats shows no
occurrence of Federally protected species within 1 mile (1.6 km) of the Study
Area (NCDENR, 2002c).
4.3.2 Federal Species of Concern and State Listed Species
There is one FSC listed by the NCNHP for the County (Table 1). FSC are not
afforded Federal protection under the ESA and are not subject to any of its
provisions, including Section 7, until they are formally proposed or listed as
Threatened or Endangered. However, the status of these species is subject to
change and should be included for consideration. FSC are defined as species that
are under consideration for listing for which there is insufficient information to
support listing. In addition, organisms that are listed as Endangered (E),
Threatened (T), or Special Concern (SC) by the NCNHP list of Rare Plant and
Animal Species are afforded limited State protection under the North Carolina
State Endangered Species Act and the North Carolina Plant Protection and
Conservation Act of 1979.
Table 1 lists the FSC, the State status of each species (if afforded State
protection), and the potential for suitable habitat in the Project Area for each
species. A review of the NCNHP database of rare species and unique habitats
shows no occurrence within 1 mile (1.6 km) of the Study Area (NCDENR,
2002c). This species list is provided for information purposes as the protection
status of these species may be upgraded in the future.
TABLE 1
Federal Species of Concern
Common Name Scientific Name State Potential
Status -Habitat
Rafinesque's Big-eared Bat Corynorhinus rafinesquii T No
5.0 CONCLUSIONS AND RECOMMENDATIONS
Based on the natural resource investigation described in the preceding sections, the following
recommendations and considerations should be evaluated:
00166-118-018 15 March 2003
Natural Resources Technical Report -Bridge No. 59
• BMPs should be implemented to assure minimal environmental degradation.
• Bridge replacement should occur on the north side of the existing structure, if possible,
due to the more extensive swamp forest on the south side of the road.
• Wetland impacts are anticipated and mitigation may be required by the USAGE.
• USAGE and NCDCM have been contacted to obtain concurrence regarding jurisdictional
wetlands and public trust waters. Responses will be forwarded to NCDOT upon receipt.
Permitting options should then be evaluated.
00166-118-018 16 March 2003
Natural Resources Technical Report -Bridge No. 59
6.0 REFERENCES
Brigham, A.R., W.U. Brigham, and A. Gnilka. 1982. Aquatic Insects and Oligochaetes of North
and South Carolina. Midwest Aquatic Enterprises, Mahomet, IL.
Department of Defense. 2002. Federal Register. January 1 S, 2002. Issuance of Nationwide
Permits; Notice. National Archives and Records Administration. Washington DC.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. U.S. Fish & Wildlife Service. Washington,
DC.
Lee, D.S., F.B. Funderburg, Jr., and M.K. Clark. 1982. A Distributional Survey of North
Carolina Mammals. Occasional Papers of the North Carolina Biological Survey 1982-
10.
Martof, B.S., W.M. Palmer, J.R. Bailey, J.R. Harrison, III, and J. Dermid. 1980. Amphibians
and Reptiles of the Carolinas and Virginia. The University of North Carolina Press,
Chapel Hill, NC.
Menhinick, E.F. 1991. The Freshwater Fishes of North Carolina. North Carolina Wildlife
Resources Commission. Raleigh, NC.
North Carolina Department of the Environment and Natural Resources. 2002a. Pasquotank
River Basinwide Water Quality Plan. Division of Water Quality, Raleigh, NC.
. 2002b. List of Active NPDES Permits.
http://h2o.enr.state.nc.us/NPDES/permits.html#lists.
. 2002c. Natural Heritage Element Occurrences: Natura, 20020128. Division of Parks
and Recreation, Natural Heritage Program, Raleigh, NC.
. 1998. Anadromous Fish Spawning Areas. 19981201. Division of Marine Fisheries,
Raleigh, NC.
. 1995. Guidance for Rating the Values of Wetlands in North Carolina -Fourth Version.
Raleigh, NC.
Potter, E.F., J.F. Parnell, and R.P. Teulings. 1980. Birds of the Carolinas. The University of
North Carolina Press, Chapel Hill, NC.
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.
Rosgen, D.L. 1994. A Classification of Natural Rivers, Catena 22 (1994): 169-199.
00166-118-018 17 March 2003
Natural Resources Technical Report -Bridge No. 59
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs,
CO.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina -Third Approximation. North Carolina Natural Heritage Program. Raleigh,
NC.
United States Army Corps of Engineers. 1987. Corps of Engineers Wetland Delineation Manual
(Technical Report Y-87-1). Waterways Experiment Station, Vicksburg, MI.
United States Department of Agriculture, 1986. Soil Survey of Chowan and Perquimans
Counties, North Carolina. Natural Resource Conservation Service.
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.
00166-118-018 18 March 2003
Natural Resources Technical Report - Bridge No. 59
es p
-__
L_,_~ Municipalities Major Roads
( ~ Coun Bounda ~~-~~-~~- H drolo Figure 1: Location Map ~~ ONECOMPANr~nfanysnlutlunf-
!.__ ____.I tY rY Y 9Y
B-4228 Project Location Roads Perquimans County, North Carolina
March, 2003
~_ ..~ ,
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~--! Boundary ~ Data Points Wetlands Roads
--•- Non-jurisdictional channel/ditch Perquimans County, North Carolina March, 2003
~,
----Approximate Study Area Limits
-Jurisdictional Streams
Jurisdictional Wetland Areas
Figure 3: Terrestrial Communities
B-4228
Perquimans County, North Carolina
,I~i 1 €3h~E' C€,lp,tl';~'.tiY' ,`tewy ~n~~1rons*
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NHP locations """"'~'" Roads Perquimans County, North Carolina March, 2003
Ju~bjecr:_OUd Bridge Projects
Date: Wed, ?3 lul ?OU3 l-~: X7:10 -0=100
From: Bill Arington <Bi11.:~.rringtonLncmail.net>
Organization: NC DENR DCM
To: "Goodwin, William" <b~ood~vinLdot.state.nc.us>
CC: "Brittingham, \"Cathy" <C1thy.Brittin,ham@ncmail.net=
Yi Bi11,
finally visited all the sites in she coastal counties.
'The following are my comments for the proposed bridge replacement sites:.
3-3811 - No DCM jurisdiction
• ~-4021 - No DCM jurisdiction
8-4022 - nave received no request or in=or:~iation
3-4023 - ?ui]lic Trusc ?.re3 (PTS) and Public Trust Shoreline (PTS) zreas
of Environmental Concern GEC's) yellow light project - access to the
_ar-_n road aporosimat=_1_v 50' from c:-:e bridge in .he north east quadrant
should be maintained - _
3-4025 - ?T~ and PTS ~r.C's. yellow _ichc projaCC - access o the roads
along the cree!c in the north easy and north Nest quadrants should be
maintained.
3-4027 - ?T~ and PTS SEC's. Green L ght oro~ect
3-4073 - ?T~ and PTS aEC's. yellow ~_ ht roject - a o .
-' g P cc,.ss `o driveway
apDrOXlmatelV _~() fees r,rom tsle SOllL^ eaSL Corner OL tfle ~?'! dge should
be maintained.
~ 3-x085 - PTS and PTS EC's. Green __ght ?rojecc
' 3-4088 - vo DCM jurisdiction
3-4151 - ~1o DC:? jurisdiction
5-4224 - ?T~, and ?TS AEC's. Green _-7ht pro;acr
-4225 - ~
1C JC:'? ur_sdi CLiO[:
i
8-4223 - `io OC:^_ ;ur_sdic.ion
3-43i?, - '1o DC ^ ur_sdic _ion
3-442 - [!o ~r;n ;.,r_sd'_c__on
-i-4'^t~_ - ~Tr. Zi-~ ~mJ _L~ .J '~~.^_Gn -_~n'_ Jr J~_^. (`^
-, GCi _ _
~.?:13Ci.^.. '.^:~ Gr:ng°_ 'n~_ :'ld7r-: ~J~:~ .'.Cr. _!RC~ .: 'r! ~^ r
.^e same .__:ns:enr >,;~. ,.~ - - i .. a _:n--~_ :,r=:~qP ,n
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~1C~tJ(jy b[~ul~e
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ozrmit or a:ny ~ha
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COOr t~ e 3DOlli:3t :on Cyr ~~ t1d `Jr,~QE3 Jn d n`w `RIOd~~S CJ~ t:l~-'
dlndtlJn between ~'~ `~ `"~~'!'~ ma .o alignment w .I
to orocess t "CT and OCM and r permit as well oul~,
he Permit 3p additional as morn
Placation. time
Thank you +or
a o ~ z=~plainin t
ad~anceate your et~ortsctohe orocess -or this v
~iistrabuta ears dge
of the eommer.t dea bra
smoothly. dune. - the lists or projects,wooincs. r
- oe!_ave nest yea e=- iZ
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DIVISION~~ OF HIGHWAYS
PERQUIMANS COUNTY
PROJECT: 3357211 ($-~~28~
BRIDGE~59 OVER SUTTON CREES .
ON SR 13W
SHEET ~ OF 9 12 / Ol / OS
NORTH CAROLINA
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NORTH CAROLINA ~~~®~
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
VICINITY PROJECT:33572.L1 (B-228)
BRIDGE~59 OVER SUTTON CREEK
MAP ON SR 130
SHEET •t, OF q 12A OSf 05
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Quad Maps
~~~®~
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
PROJECT: 33572.11 8-228)
BRIDGE~59 OVER SUTTON CREEg
ON SR 150
SHEET ,3 OF 9 12 / 05 / 05
w
20
~ FIII in wetlands
I° 0,0400 0,0440
Mechanized Clearing ~- ---- ____ -°^- - - - - -.. - _,
:I
in wetlands ~
i
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S.S. 4.288
° l4 f Do00
60 50 40 30 20 10 0
~~I~~~AIL ~°~]E~~~®N N~~®7C
SC~~@ DIVISION OF HIGHWAYS
10 0 10 20 PERQUIMAN3 COUNTY
PROJECT:33b7Y.1.1 (B-~R28)
BRIDGE°S9 OVER SUTTON CREEg
hor. ON SR LbW
scale I' =10'
SHEET ~ OF Y lY/Ol/OS
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size /Type
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) an
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft
1 14+62
5 90' SINGLE SPAN BR
. IDGE 0.065 0.143
TOTAL S: 0
06
.
5
0.143
ReWsed
r "~
PARCEL NO.
0
0
0
O
O
~~®~11s~~~ ®~b~l ~~~
NAMES AND ADDRESSES
NAMES ADDRESSES
DARYL TRUEBLOOD 183 CARTWRIGHT
SWAMP RD.
HERTFORD NC. 27944
EDNA MAE ARCHER
FRANCIS J. NIXON JR.
ESTATE
JUNIOUS C. ARCHER
LAURABELL C. PIERCE
7205 KATIE LAUREL CT
FORT WASHINGTON MD.20744
985 FLEET ST,"145
VIRGINIA BEACH VA.23454
107 CARTWRIGHT
SWAMP R0.
HERTFORD NC. 27944
714 BODY RD.
HERTFORD NC. 27944
~`~..~®~
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
PROJECT: 33572.1.1 (B-228)
BRIDGE~59 OVER SUTTON CREEg
ON SR 1304
SHEET ~ OF y 12 / Ol / 05
4
c
P
D
G
W
T
D
L
W
N
Q
L~
r~
Q ON
NLM
N/
M
g
0
°;»
p iw
~(
~SOADW AY
See S1~ef I -A For Index of Sheets
1227 ,
1225 , ~-
- ~To
~ Elizabeth
1228 ~ Ciiy
1303
. ! ~.
N
N
V
W
^^~
CV
V
~ ~~~ \ ~ via
.~
I1 ~''%~ ~ 13oa
~, ht.~
1305
h''~~ PROJEC ~p Rd a l
~ LOCATION , ~
. \ ~~
~ ~ ~
,, ~ rJr
VICINTfY MAP
~~ DETIXlR ROATE
PERQUIMAIYS COUNTY
LOCATION: BRIDGE 59 OVER SUTTON CREEK ON SR 1304
TYPE OF WORD GRADING, DRAINAGE, PAVING, RESURFACING, STRUCTURE
-L- STAf2+OO,QO ~ I
~ ~ -L- STArB+W.DO
BEGIN TIP PRDJECT 8-4228 BEGIN 6RICGE I it END BRICGE END TIP PRQIECT 8-4228
-L- STA???? \~ -L- STA????
0
l~
~Rroc~ •s
'' .Ir SR 1304 i .
~= ,-% ~ ~~
~,
o
s ~`.---
us 11-- ~~; ro
cy~~ y ~~9
ROq ~
0
NOTES:
-THIS PR0IECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
-CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III,
-TRAFFIC IS TO BE MAINTAINED WITH AN OFF SITE DETOUR•
**DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE
~~
t~
PRELIMINARY PLANS
DO NOT U~ POR CON9TRUC77ON
enTR em rROVCr Rvu*a~ w ~PaeT ~~
•~• 8-4228 g
Prm PR*l*6 *~.HPf,NP. moivmv
33572.1,1 BRZ-1304 PE
33572,2.1 BRZ-1304 WW UTIL
"
Note; Not to Scale
*S. U.E. = Subsrnface Utilisy Engineenmg
BOUNDARIES AND PROPERTY
State Une ---------------•------------------
~'~°A°~°]E ~F I~T~lE3~[°1H C.~I8~1LdNA
~dVT~I~ToT ~1F I-][I~~-Ii~A~S
CONVENTIONAL PLAN SHEET SYMBOLS
County une ----------------
Township Une ~--------------------------------- -----
Ciiy Line ------------------------------------- -
Reaervation line ------------------------------- ~ - • -
Property Line •---------------------------------
Exisiing Iron Pin ------------------------------
Properly Comer -------------------------------
Properly Monument---------------------------• °a
Parcel/Sequence Number ---------------------
Exiaiing Fence Lina •----------------------------x -x-x-
Proposed Woven Wiro Fence ----------------- ~
Proposed Chain Link Fence ----------------- e
Proposed Barbed Wire Fence -----------------
Existing Wetland Boundary ---------------------^°----
Proposed Wetland Boundary ------------------ °°
Existing High Quality Wetland Boundary ------- °° ~°-
Existing Endangered Animal8oundary °"
Existing Endangered Poont Boundary --------- °°
BUILDINGS AND OTHER CULTURE.'
Gos Pump Vent or lbG Tank Cap ------------ o
0
Sign •-----------•------------------------------ S
Well ------------------------------------------- °
Small Mine -------------------•---------------- 5Z
Foundation ------------------------------------ Q
Area Outline --------------------------------- D
Cemetery ------------------------------------
g ------------------------
Buildin ---------------
School --------------------------------------- [~
Church ---------------------------------------
--------------------------
Dam •----•-----------
HYDROLOGY.'
Stream or Body of Water -------------------- -----
Hydro, Pool or Reservoir ---------------------- r-----~
`-___J
River Basin Buffer ----------•-------•--------- -Rae
Flow Arrow-•--------•-------------------•---~------
Disappearing Scream -------------------------r-----
Spring ._•----------------------------------•-- c~'..~-^
Swamp Marsh -----•------------------------- ~
Proposed Lateral, Tail, Head Ditch ----------- s-~
False Sump ---------------------------------- m
RAILROADS.'
~~~~~~
Stands Guage ------------------------------ a°
RR SignalMilepoat ---------------------------- „~~,u
5witch ---------------=------------------------- O
RR Abandoned ---------------------•---------~ ~ -~ -..
RR Dismantled ------------------------------------
RIGHT OF WAY.'
Baseline Control Point ----------------------
Existing Right of Way Marker ---------------- ~
Existing Right of Way line ---------------- -
Propoaed Right of Way Une ----•----------- -~-
Prapoaed Right of Way Une with _____________
Iron Pin and Cap Marker
Proposed Right of Way Une with
Concrete or Gronlie Marker ----------~--
Existing Control of Access ------------------- - ~'r-
,_,
Proposed Control ofAccass ---------•--------- - ---~}---
Existing Easement Line ------------------- - -E--
Proposed Temporary Construction Easement - e
Propoud Temporary Drainage Easement----- -TDE-
Proposed Pennanortt Drainage Easement----- -peE-
Proposed Permanent Utility Easement ---.•---- -vus-
ROADS AND REL~4TTrD FEATURES'
Existing Edge of Pavement------------------- --
Existing Curb -------------------------------- -
Proposed Slope Stakes Cut ---------------°- --- ~ ---
Proposed Slope Stakes Fill ~------------------ ---_v---
Proposed Wheel Chair Ramp -----------°--- ~+~~'
Curb Cut for Futuro Wheel Chair Ramp ----- ~~~'
Existing Metal Guardrail ---------------------- -'- ~ -' -
Proposed Guardrail -------------------------- '
Existing Cable Guideroil -------------------- -°- ~- ~ -
Proposed Cable Guideroil-------------------- "
Equailily Symbol ---------------•----------- 0
Pavement Removal ---------------------------
I~EGETATION.•
Single Tree ----------------------------------
Single Shrub ----------------------------------
Hedge ----------------------------------------^-~^~^^^~r
Woods Une --------•-------------------------~"~''u"v'*~"u
Orchard --------------------------------------- 4 Q 4 4
nn°Yra
Vineyard ---------------------------------------
EXISTING STRUCTURES.'
MAJOR:
Bridge, Tunnel or Box Culvert --°------------ °°~
Bridge Wing Wall, Head Wall and End Wall - ~ °~C N"
MINOR;
Head and End Wall ------------------------ °°~ N"
Pipe Culvert --------------------------------
-----
Footbridge ----------------------------------- ~-------C
Drainage Box: Catch Basin, DI or JB --------- ~°B
Paved Ditch Gutter-------------------------- -----
Storm Sewer Manhole ---------------------• 0
Storm Sewer -------------------------------
UTILITIES.'
POWER:
Exsting Power Pole -------------------------- ~
Proposed Power Pole------------------------- b
Existing Joint Use Pole ---------------------° ~•
Proposed Joint Use Pole•--------------°--- ~'
Power Manhole ------------------------------
Power Une Tower ----------------------------
Power Transformer --------------------------- 0
lYG Power Cable Hand Hole----------------
H-Frame Pole ------------------------------- e--~
Recorded USG Power Une--°---------------- °
g ( -------
Deal noted 1L0, Power Line S.U.E."
--
--°----
TELEPHONE:
Existing Telephone Pole --------------------- ~
Proposed Telephone Pole ------------------- ~
Telephone Manhole -------------------------- ~
Telephone Booth ---------------------------- 0
Telephone Pedestal -----------------°------- ~
Telephone CeIlTower --------------------°-- ~
L4G Telephone Cable Hand Hole •----------
Retarded WG Telephone Cable -------•----- '
Designated lYG Telephone Cable (S.U.E.") -- - - - -'- - - -
Recorded LVG Telephone Conduit --------- '°
Designated USG Tslsphone ConduH(S.U.E.'j- ----'°----
Recorded USG Fiber Optiu Cable ----------- "°-
Designated USG Fiber Optiu Cable (S.U.E."j- - - - -' ~°_ _ _.
WATER:
Water Manhole-------------------------------
- --
Water Meter------------------------------ - o
Water Valve ----------------------------------
Water Hydrant ------------------------------- ~
Recorded LbG Water Line -------------°---- '
Designated L4G Water Line (S.U.E")-------° - ---'----
Above Ground Water Line ------------------- ,~~ "^'°'
N:
N Satellffe Dish ----------------------------- K
N Pedestal ----------------------------------
N Tower ------------------------------•-----
WG NCable Hand Hole -------------------
Recorded U~ N Cable -------------------- "-
g ( )----------
Desi naffed lYt; N Cable S.U.E."
--
--^----
Recorded U-G Fiber Optic Cable ------------ -""-
Designated USG Fiber Optic Cable (S.U.E.")-- ----^°°---
GAS;
Gaa Valve -----------------------------•----- 0
----
Gas Meter -------------------------------
Recorded U'G Gas Une --------------------- °
Designated WG Gas Line (S.U.E."J----------- ----°----
A/G Gat
Above Ground Gas Line --------------------
SANITARY SEWER:
Sonitary Sewer Manhole --------------------
Santary Sewer Cleanoui -------••----------- p
l1G Sanatory Sewer Line -------------------- ss
Above Ground Sanitary Sewer -------------- °~°:an~ta<, ~•t"
Recorded SS Forced Main Line-------------- ~-
Designated SS Forced Main Line (S.U.E,") -- ----fss----
MISCELLANEOUS;
Utility Pole ----------------------------------- •
Utility Pole with Base -----------------•----- p
Utilffy Locoted Object ----------------------- o
Utility Traffic Signal Box ---------------------- m
Utility Unknown ll'G Une ------------------ -~°-
USG Tank; Water, Ga, Oil ------------------ 0
AEG Tank; Water, Gas, Oil •----------------- 0
USG Test Hole (S.U.E.") ---------------------- ~
Abandoned Auording to Utility Records ----- AATUR
End of Information --------------------------- E.0.1.
. •
a~
P
N
PAVEMENT SCHEDULE
PROP. APPROX. ~" ASPHALT CONCRETE SURFACE COURSE, TYPE BFSI.6A,
C1 AT AN AYERAOE RATE OF 110 LBS. PER SD. YD.
IN EACH OF TWO LAYERS. (PER DIVISIONS AEOUEST)
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE BFS.6A,
ti
~Q DEPTH. TO
AT AN AVERAGE RATE OF 110 LBS. PER 80. YD. PEA 1
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B26.OB,
AT AN AVERAGE RATE OF 468 LBS. PER 60, Y0.
EP PROP. VAR. DEPTH ABPNALT CONCRETE BASE COURSE, TYPE B26.OB,
AT AN AVERAGE RATE OF 114 LBS. PEA 80. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NDT LESS THAN S" IN DEPTH OA GREATER
THAN B " IN DEPTH.
T EARTH MATERIAL,
~ E%ISTINS PAVEMENT.
w VARIABLE DEPTH ASPHALT PAVEMENT (BEE WEDGING DETAIL)
N0. YiBf N0.
2
~ -L- (SR 1304)
36'-0°
32'-10" CLEAR ROADWA
1'-7" 5'-5" 11' 11' S'-5" 1'-7"
CONC. ~ ~ E " CONC.
RAIL ER 3-~" ~-~ i POlhrt~~ ~~ B~ARLRIER
O O O O O O O O O O O O
TYPICAL SECTION ON STRUCTURE
-L- STA. 14 + 17.50 +/- to STA 15 + 07.50 +/-
I
12'
g' b' 11' ~ 11' 6'
9'vaGR
GRADE USE TYPICAL SECTION N0.1
Cl ~ POINT Cl
-L- STA 12 + 00.00 TO STA 13 + 67.50
ORIGINAL GROUND ?'I `.08_~ I -~ .oe, -L- STA 15+57.50 TO STA 18+00.00
A;1 -------- ------- ~Iqp?~ "tiC
T El U I U B ~~ El T
GRADE TO THIS LINE ORIGINAL GROUND
TYPICAL SECTION N0.1
I
22'
e' 6' n' ~ n' '
POIPRE C1 9 YrG
ORIGINAL GROUND ?'~ ~ .02 ,04, ~ 08 USE TYPICAL SECTION N0.2
a'~ ~ BAR , -L- STA 13+b7.50 TO STA XX+XX (BEGIN BRIDGE)
T g " T ~~~ -L- STA XX+XX (END BRIDGE)TO STA 15+57.50
El GRADE TO THIS UNE
ORIGINAL GROUND
TYPICAL SECTION N0.2
N
~-L- SURVEY
Detail Showing Method of Wedging
p0,6T
68628'33'E
3 ~~
Swg10/f o°O' o° h
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DB EN P'C 311
EC44it YdE dRCHER
OB 31 PO 306
PB 1 PO 119
GLORU dLLEN
OB 6 PG 669
0 1
ONE N61 q4~ ~ P~' ~ ~ 1
W 1
O 1
~ ~ . O O UdRYL TRIlE~00D
HTR wood OB ~Po 1
~ a Dscx 6 ~ De 95 PO 130 ter' -g~- •3 PING 20
{ HTR -L•15TA 14+16.3101
+n.70 1 woods
~ W 7P'Ia 1 +49A1
-sc ;; 50,0'
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°= I W
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15'~Ps°-~' ~_ ~ i ~ ~ ~ +00.06
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-L- PDT STA~12'~ I BL- STA. 19*35 woods
R
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BEGIN PRpJECT B-422B E EV
4
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BEGrN~,'LMISTRUCTroN FRdNCE~ ~ ~,x'a"E'RS -L- A
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OB 133 P6 409
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ExD PRQlECf 8-4228 x
END CONSTRUCTION ~
N
-BL- •4 PINC 25+90.24
-L- STA 19+25.17 OFF c13.77' LTI
67.00
+65.60
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LAURA BELL C.PERCE ~
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o= 44r2ao5.~rRn
D-554'24.4
L - 75057'
7 - 39521'
~~ R ~ 970,00' (Yeefs 50 NPx V, )
e -See Plans
RO =See Plans
V, ~ 60 YPt!
'• DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE
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NOTE
FABRIC FOR SOIL STABIUTATION MAY BE USED IN UEU
OF UNDERCUT FROM ~- STATION 15+30+~ TO 16+60+E
ALONG THE RIGHT SIDE TO ASSIST IN STABILQING
POTENTULLY WEAK COHESNE DEPOSITS. THE FABRIC
SHOULD BE PUCE FROM EXISTING TOE OF FILL TO
PROPOSED TOE OF FILL MANG -L-, THE NEED FOR
FABRIC FOR SOIL STABIU2:4Ti0N WILL BE DETERMINED
BY THE ENGINEER.
w0005
SEE SHEET 51 THRU S-i FOR STRUCTURE PLANS
SEE SHEET 5 FOR PROFILE
TRAFFIC LS TO BE MAINTAINED WTM AN OFF STIE DETOUR
ssss3weNa3snssss
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BEGIN PRfTJECT 8-4228
BEGIN~XNVSTRUCTlON ~""~~ a "x0N '
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SKETCH 5hi0WING BRIDGEROADWAY RELATIONSHIP
BEGIN BRIDGE
STA. 14+1150 END BRIDGE
STA 15+0750
90
1 SLAB ~
~ END APPROACH
STA, 9iT
TYPE IB TYPE III
ff y TYPE ill - TYPE III - " ~'
` AS PER HYDRAULICS RECOMMENDAi10N5 NOT TO SCALE
~ ~
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PI Sta 16+61.93
4420'055 fRTJ
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r - 39521'
•• R - 97o.00'rYeels Fo ~u>iH v, i
e ~ See Plans
RO =See Peons
V, ~ 60 ,YPH
waoas
XNgI wAIEA FIEVITION + $fi'
NLL4AICANE 6aeE1 9105
"' DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE
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® DENOTES FILL IN
WETLAND
50 25 50 100
SCALE
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9EG1N PROJECT 8-4228
9EGlN CONSTRUCrrorr ~RANCes a NaoN
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SKETCH SHOWING BRIDG6ROADWAY RELATIONSHIP
BEGIN BRIDGE END BRIDGE
5TA.14+17,50 PO STA. 15+07,50
BEGIN APPROACH SLAB END APPROACH
STA 99R STA. 901
TYPE III .y TYPE III
CI ~1
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TYPE III TYPE III
' A5 PER HYDRAUUCS RECOMMENDATIONS NOT TO SCALE
1
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PLAN VIEW
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= 44zao5.~rRn
D - S 54' 24.E
L ~ 75057'
~• R ~ 970A0'f~leds 5O NPH v, J
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RO =See Plans
Vx ~ 60 NPH
" DESIGN EXCEPTION ~
REQUIRED fOR HORIZONTAL CURVATURE
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EROJECf ttF~R@ECE No. anEFr No.
8-4228 4
Fw FtRET No.
ROADWAY 0lfIGN MYOAAUIICa
ENGINEER 41GIN®t
PREL[MIN RY PLANS
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