20081433 Ver 1_Application_20080918

STATE OF NORTH CAROLINA spoR'Q
DEPARTMENT OF TRANSPORTATION
MICHAEL F EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
US Army Corps of Engineers
Raleigh Field Office
3331 Hentage Trade Dr, Suite 105
Wake Forest, NC 27587
ATTENTION Enc Alsmeyer
NCDOT Coordinator
Dear Sir
September 11, 2008
081433
Subject Application for Section 404 Nationwide Permits 23 and 13, Section 401 Water Quality
Certification, and Neuse Riparian Buffer Authorization for the replacement of Bndge No 336
over Temble Creek on SR 1301 (Sunset Lake Road), Wake County Federal Aid Project Number
BRZ-1301(2), WBS No 33639 1 1, State Project No 8 2409601, Division 5, T I P No B-4302
Debit $570 00 from WBS 33639 1 1
The North Carolina Department of Transportation (NCDOT) proposes to replace the 37-foot, Bndge No 336
over Temble Creek The project involves replacing the current bndge in its existing location, while using an
on-site detour west of the bndge (Alternative C) to maintain traffic dunng construction, as stated in the
Categoncal Exclusion (CE) The existing bndge is currently in poor condition and in need of replacement
The proposed structure 45 inch prestressed concrete girder approximately 184 feet in length with three spans
at 59 feet, 62 feet, and 63 feet The proposed substructure is not known at this tune, however, no bents will be
located in the water The proposed bndge has 48 feet of clear roadway, two sidewalks of 5 5 feet, and an out
to out width of 62 feet The new roadway will consist of two 12-foot lanes at the beginning that transition to
three 12 foot lanes across the bndge and to the end of the project The shoulder is 8 foot with 4 foot full depth
paved shoulder except for about 200-foot of curb and gutter before and after the bndge on the low side of the
super (left side)
Please see the enclosed pre-construction notification, Approved Junsdictional Determination Forms, U S Fish
and Wildlife (USFWS) concurrence letter, Ecosystem Enhancement Program (EEP) acceptance letter, penmt
drawings, and design plans for the subject protect A CE was completed for this protect in May 2007 and
distnbuted shortly thereafter Additional copies are available upon request
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Neuse River Basin (sub-basm 03-04-03) This area is part of Hydrologic
Cataloging Unit 03020201 of the South Atlantic-Gulf Coast Region Four npanan wetlands and two
MAILING ADDRESS LOCATION
NC DEPARTMENT OF TRANSPORTATION TELEPHONE [phone] or 2728 CAPITAL BLVD SUITE 240
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 919-715-1335 RALEIGH NC 27604
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER FAX [phone]
RALEIGH NC 27699-1598
WEBSITE WWW NCDOT ORG
u
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jurisdictional streams, Terrible Creek and a perennial unnamed tributary to Terrible Creek (UT1), will be
impacted by the proposed project The wetland and stream delineations were reviewed by US Army Corp of
Engineers (USACE) representative Eric Alsmeyer on June 8, 2004 No notice of jurisdictional determination
was issued Therefore, as required by USACE, the Approved Jurisdictional Determination Form was
completed and has been included with the permit application
The section of Terrible Creek crossed by the subject bridge has been assigned Stream Index Number 27-43-
15-8-(1) by the N C Division of Water Quality Terrible Creek has a best usage classification of B NSW UT1
does not have separate best usage classification and therefore share that of its receiving waters, Terrible
Creek
No designated Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply I (WS-n, or
Water Supply (WS-II), waters occur within 10 rile of the study corridor Terrible Creek is not listed on the
Final 2006 303(d) list of{impaired waters for the Neuse River Basin, nor does it drain into any 303(d) waters
within 1-mile of the project area
Permanent Impacts
There will be permanent impacts to 0 48 acre of rivenne wetland and 215 linear feet of perennial stream
There will be 0 26 acre of permanent riparian wetland impacts at Site 1 due to the construction of the bridge
and the culvert for the on-site detour Construction of the detour culvert will require 0 07 of excavations in
wetlands at Site 1 Construction of the bridge will result in 0 08 acre of permanent fill in the wetlands, 0 06
acre of excavation of wetlands, and 0 05 acre of mechanized clearing due to construction of the southern
bridge abutment at Site 1
Construction of the approach roadways will result in 0 22 acre of permanent fill in riparian wetlands at Site 2
Construction of the bridge will also result in 215 linear feet of permanent stream unpacts to Terrible Creek
resulting from the placement of np rap on the channel bank for bank stabilization The banks are currently
unstable and the np rap is necessary to prevent further erosion
ti
Temporary Impacts
Construction of the on-site detour and new bridge and approaches will result in temporary wetland and stream
nmpacts Construction of the temporary detour will utilize a culvert consisting of five 72-inch corrugated steel
pipes Construction of the culvert will result in 0 34 acre of temporary fill in wetlands and temporary stream
impacts of 60 linear feet The temporary roadway required for the detour will result in 0 18 acre of temporary
fill in wetlands
nQ
Hand Clean
There will be 0 01 acre of hand clearing required to provide additional access to construction areas
UtzhU Impacts
The proposed project will impact water, gas, cable television, power, and telephone utilities Water, gas, and
telephone utilities will be relocated via directional bore from outside the wetland boundaries The aerial
power and cable television lines will be relocated along the west side of the project The poles will be placed
inside the proposed fill slope of the project which is inside the proposed right of way and outside of the
wetland boundaries No additional trees will need to be cleared inside the wetland boundaries beyond what is
being cleared for the project
B-4302 Permit Application
Page 2 of 6

No additional impacts to jurisdictional resources will result from the removal or relocation of the impacted
utilities
Bridee Demolition
The existing Bndge No 336 was built in 1950 and is 37-feet in length It is a two span structure that consists
of a reinforced concrete floor with an asphalt wearing surface on steel I-beams The substructure is composed
of reinforced concrete caps on timber piles and tunber vertical abutments There is one bent located in the
water
During the removal of the old bridge, the existing timber piles will be pulled out In the event that the piles
break off in this process, the contractor will cut off the piles flush with natural ground or natural stream bed
level
The existing bridge can be removed without dropping components into Waters of the United States during
bridge removal Best Management Practices for Bridge Demolition and Removal and Protection of Surface
Waters will be followed
IMPACTS TO NEUSE RIPARIAN BUFFER
Terrible Creek and UT1 are subject to the Neuse Riparian Buffer Rules Construction of the detour culvert,
new bridge, and approaches will result in impacts to the buffers of Terrible Creek and UT1 Buffer impacts are
described in Table 1 below
Table 1. Neuse River Buffer Impacts
?J
Bridge Road Temporary Road Impact Other
Crossmg* Used for Bridge Than Road
Construction Crossing
Zone 1 Impact (s ft) 6360 0 7669 1908
Zone 2 hn act (s ft) 3298 680 3480 7132
Mitigation requirements Allowable Allowable Allowable Allowable with
(exempt, allowable or allowable Mitigation
with mitigation)
* Impacts are less than 150 linear feet
Under the Neuse Buffer Rules, impacts to buffers resulting from the construction of bridges are allowable
Impacts resulting from construction of the approaches are allowable because the impacts do not exceed 150
linear feet or one-third of an acre Impacts resulting from the construction of the temporary detour road are
allowable provided that restoration activities are conducted immediately after construction
Utih!y Impacts to Riparian Buffers
The proposed project will impact water, gas, cable television, power, and telephone utilities Water, gas, and
telephone utilities will be relocated via directional bored from outside the buffer boundaries The aerial
power and cable television lines will be relocated along the west side of the protect The poles will be placed
inside the proposed fill slope of the project winch is inside the proposed nght?of way and outside of the
wetland boundaries No additional trees will need to be cleared inside the buffer boundaries beyond what is
being cleared for the project
No additional impacts to riparian buffers will result from the removal or relocation of the impacted utilities
B-4302 Permit Application
Page 3 of 6
Wetlands in Buffers
According to 15A NCAC 2B 0242, Section (3)(b)(ui), unpacts to wetlands within Zones 1 and 2 of the
riparian buffer that are subject to mitigation under 15A NCAC 2H 0506 shall comply with the mitigation
ratios in 15A NCAC 2H 0506 only Therefore, any wetland impacts that occur within eitheriboth buffer
zones will be subtracted from the mitigable buffer impacts and mitigated for as wetland unpacts only
Wetland impacts overlap buffer impacts in all three (exempt, allowable, and allowable with mitigation)
categories Table 2 lists only the wetland impacts overlapping the allowable with mitigation buffer impacts
along with the net total of mrtigable buffer impacts
Table 2. Wetlands in Buffers and Mitigable Tar-Pamlico River Buffer Impacts
Type of Impact Impacts Other Than
Road Crossings
Mitigation requirements Allowable with
Mitigation
Zone 1 Impacts (sq. ft) 1908
Wetlands In Buffer (WIB), Zone 1 (sq. ft) 17
Zone 2 Impacts (sq. ft) 7132
WEB, Zone 2 (sq. ft) 3465
Total Zone 1 Impacts, Minus WIB (sq. ft) 1891
Total Zone 2 Impacts, Minus WEB (sq. ft) 3667
Total [Zones 1 and 2, Minus WIB (sq. ft)] 5558
No Practical Alternative Analysis
The project area has been evaluated and there are no practical alternatives to replacing the bridge This bridge
has been determined to be structurally deficient and functionally obsolete The replacement of this inadequate
structure will result in safer and more efficient traffic operations Because this bridge needs to be replaced,
impacts to the riparian buffers are unavoidable
All non-maintained riparian buffers impacted by the placement of temporary fill or clearing activities shall be
restored to the pre-construction contours and revegetated with native woody species
MITIGATION OPTIONS
Avoidance and Minimization and Compensatory Mitigation
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
rmmmrze jurisdictional unpacts, and to provide full compensatory mitigation of all remaining, unavoidable
jurisdictional impacts Avoidance measures were taken during the planning and NEPA compliance stages,
mimrmzation measures were incorporated as part of the project design
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize, and
mitigate, in sequential order, unpacts to waters of the US The following is a list of the project's jurisdictional
stream and Neuse Buffer avoidance/mrmrmzatron activities proposed or completed by NCDOT
Avordance/Mrmrmzation
• Temporary construction impacts due to erosion and sedimentation will be mmum,zed through
implementation of stringent erosion control methods and use of Best Management Practices (BMPs)
B-4302 Permit Application
Page 4 of 6
• Design Standards in Sensitive Watersheds will be implemented
• The proposed bridge will span Terrible Creek with no bents located in the channel
• The proposed bridge will be 46-feet longer increasing the floodplain under the bridge
• The bridge will be replaced in its existing location mumruzing impacts to wetlands and buffers
• All non-maintained riparian buffers impacted by the placement of temporary fill or clearing activities shall
be restored to the pre-construction contours and revegetated with native woody species
Co=ensatoi Mitigation
NCDOT has avoided and muumized impacts to jurisdictional resources to the greatest extent possible as
described above Compensatory nutigation will be required for unavoidable impacts to 0 48 acre of riparian
wetland, 1891 square feet of buffer zone 1, and 3667 square feet of buffer zone 2
The stream banks within the project area are currently unstable Bank stabilization is provided as remediation
for eroding banks and will prevent further erosion and does not constitute loss of Waters of the U S , and
therefore no mitigation is proposed for impacts resulting from bank stabilization
The EEP acceptance letter is attached
FEDERALLY PROTECTED SPECIES
Plants and ammals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE),
and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973, as amended The United States Fish and Wildlife Service (USFWS) website (updated
May 10, 2007) lists three species for Wake County Table 2 lists the species and their federal status
Table 2. Federally Protected Species in Wake County. NC
Common Name Scientific Name Federal Status* Biological Conclusion Habitat
Present
Michaux's sumac Rhus michauxii E No Effect Yes
Red-cockaded Picoides No Effect

woodpecker
borealis E No
Dwarf Alasmidonta May affect, not likely to
wed emussel heterodon E adversely affect Yes
Biological conclusions of "No Effect" were given in the CE for red-cockaded woodpecker and Michaux's
sumac There is no suitable habitat for the red-cockaded woodpecker There was suitable habitat for
Michaux's sumac within disturbed areas and rights-of-way, however, no plants were observed during surveys
performed June 1, 2004 and July 1, 2008 by NCDOT biologists
A biological conclusion of "May affect, not likely to adversely affect" was given for the dwarf wedgemussel
A survey was conducted by NCDOT biologist on November 19, 2004 While Terrible Creek does have
suitable habitat for the dwarf wedgemussel, it has never been observed within Terrible Creek and is unlikely
to occur within the protect area USFWS concurred with the biological conclusion in a letter dated April 13,
2006 No further surveys are required
SCHEDULE
The project calls for a letting of April 21, 2009 (review date of March 3, 2009) with a date of availability of
June 2, 2009 It is expected that the contractor will choose to start construction in June
B-4302 Permit Application
Page 5 of 6
REGULATORY APPROVALS
Section 404 Permit The project has been processed by the Federal Highway Administration as a "Categorical
Exclusion" in accordance with 23 CFR 771 115(b) The NCDOT requests that the activities be authorized by
a Nationwide Permit 23 for a combined 0 52 acre of temporary and permanent wetland impacts and a
Nationwide 13 for 215 linear feet of bank stabilization (72 FR 11092-11198, March 12, 2007)
Section 401 Permit We anticipate 401 General Certification numbers 3701 and 3689 will apply to this
project This project will require written concurrence In accordance with 15A NCAC 2H, Section 0500(a)
and 15A NCAC 2B 0200 we will provide $570 to act as payment for processing the Section 401 permit We
are providing five copies of this application to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their review
Buffer Certification This project has been designed to comply with the Neuse Riparian Buffer Regulations
(15A NCAC 2B 0259) NCDOT requests a Neuse Riparian Buffer Authorization from the Division of Water
Quality
A copy of this permit application will be posted on the NCDOT website at
http //www ncdot org/doh/preconstruct/pe/ If you have any questions or need additional information, please
call Enca McLamb at 715-1521
Sincerel 4
E. 41 V/k
Gregory J orpe, PhD
Environmental Management Director, PDEA
w/attachment
Mr Brian Wrenn, NCDWQ (5 Copies)
Mr J Wally Bowman, PE, Division Engineer
Mr Chris Murray, DEO
w/o attachment (see website for attachments)
Dr David Chang, P E , Hydraulics
Mr Mark Staley, Roadside Environmental
Mr Greg Perfetti, P E , Structure Design
Mr Victor Barbour, P E , Project Services Unit
Mr Jay Bennett, P E , Roadway Design
Mr Mated Alghandour, P E , Programming and TIP
Mr Art McMillan, P E, Highway Design
Mr Scott McLendon, USACE, Wilmington
Mr Gary Jordan, USFWS
Mr Travis Wilson, NCWRC
Ms Anne Deaton, NCDMF
Ms Theresa Ellerby, PDEA
Ms Beth Harmon, EEP
Mr Todd Jones, NCDOT External Audit Branch
B-4302 Permit Application
Page 6 of 6
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. Oyl?D
kil any panicutar item is not appiicauie to tins project, please enter "Not Applicable" or "N/A" )
1. Processing
1 Check all of the approval(s) requested for this project
N Section 404 Permit N Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
N 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested NW23 and 13
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here ?
4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here N
5 If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
Owner/Applicant Information
Name Gregory J Thorpe PhD Environmental Management Director
Mailing Address 1598 Mail Service Center
Raleigh NC 27699-1548
Telephone Number. [phone] Fax Number _(919) 733-9794
E-mail Address
2 Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name
Company Affiliation
Mailing Address
Telephone Number
E-mail Address
Fax Number
updated 11/1/2005
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties Both the vicinity map
and site plan must include a scale and north arrow The specific footprints of all buildings,
impervious surfaces, or other facilities must be included If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than l l by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
1 Name of project Replacement of Bridge No 336 over Terrible Creek on SR 1301 (Sunset
Lake Road)
2 T I P Project Number or State Project Number (NCDOT Only) B-4302
3 Property Identification Number (Tax PIN)
4 Location
County Wake Nearest Town Raleigh
Subdivision name (include phase/lot number)
Directions to site (include road numbers/names, landmarks, etc) US 401 to Sunset Lake
Road
5 Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody )
Decimal Degrees (6 digits mmimum) 35 6073 °N 78 7740OW
6 Property size (acres) N/A
7 Name of nearest receiving body of water Temble Creek
8. River Basin Neuse River
(Note - this must be one of North Carolina's seventeen designated mayor river basins The
River Basin map is available at http //h2o enr state nc us/admin/maps/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application This project is located in an urban area that consists mainly
of residential property with some forested areas _
Updated 11/1/2005
Page 2 of 9
10 Describe the overall project in detail, including the type of equipment to be used
Bridge No 42 will be replaced on existing location with a offsite detour Heavy duty
excavation equipment will be used such as trucks dozers cranes and other various
equipment necessary for roadway construction
11 Explain the purpose of the proposed work To replace a dehorating bridge
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn Provide photocopies of previously issued permits,
certifications or other useful information Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable) If this is a NCDOT project,
list and describe permits issued for prior segments of the same T I P project, along with
construction schedules.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e g, culvert installation should be listed separately from
nprap dissipater pads) Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems
Wetland and stream evaluation and delineation forms should be included as appropriate
Photographs may be included at the applicant's discretion If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below If additional
space is needed for listing or description, please attach a separate sheet
Provide a written description of the proposed impacts Please refer to the attached
cover letter
Updated 11/1/2005
Page 3 of 9
2 Individually list wetland impacts Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditcbing/drainage, etc For dams,
se arately list im acts due to both structure and flooding
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e g , forested, marsh,
herbaceous, bog, etc) Located within
100-year
FI00year
(es/no) Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
Site 1 Mechanized clearing Riparian Yes 1 0 05
Site 1 Temporary Fill Riparian Yes 1 0 34
Site 1 Permanent Fill Riparian Yes 1 0 08
Site 1 Excavation Riparian Yes 1 0 13
Site 2 Permanent Fill Riparian Yes 50 022
Site 2 Temporary Fill Riparian Yes 25 033
Total Wetland Impact (acres) 1 15
3 List the total acreage (estimated) of all existing wetlands on the property 1 15 acre
4 Individually list all intermittent and perennial stream impacts Be sure to identify temporary
impacts Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e g., cement walls, np-rap, crib
walls, gabions, etc ), excavation, ditching/straightening, etc If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acreage, multiply length X width. then divide by 43.560
Stream Impact
Number
(indicate on ma
Stream Name
Type of Impact Perennial or

Intermittent Average
Stream Width
Before Impact Impact
Len
(linear feet) Area of
Impact
(acres)
Site 1 Terrible Creek Temporary Perennial 20 ft 60 0 05
Site 1 Terrible Creek Bank Stabilization Perennial 20 ft 215 0 04

Total Stream Impact (by length and acreage) 275 0 09
Updated 11/1/2005
Page 4 of 9
5 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U S ) Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads etc
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc) Area of
Impact
(acres)

Total Open Water Impact (acres)
6 List the cumulative impact to all Waters of the U S resultine from the nmiect

Stream Impact (acres) J
0 09
Wetland Impact (acres) 1 15
Open Water Impact (acres) 0
Total Impact to Waters of the U S (acres) 1 25
Total Stream Impact (linear feet) 275
7 Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet) Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE
8 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ? uplands ? stream ? wetlands
Describe the method of construction (e g, dam/embankment, excavation, installation of
draw-down valve or spillway, etc )
Proposed use or purpose of pond (e g, livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc )
Current land use in the vicinity of the pond
Size of watershed drauung to pond Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts, It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible Also discuss how impacts
were mlmmlzed once the desired site plan was developed If applicable, discuss construction
updated 11/1/2005
Page 5 of 9
techniques to be followed during construction to reduce impacts. Please refer to the attached
cover letter
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed Examples of mitigation that may be appropriate and practicable include,
but are not limited to reducing the size of the project, establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams, and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ websrte for most current
version )
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g, deed restrictions, conservation easement, etc ), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
Mitigation will be provided by EEP (see enclosed acceptance letter)
2 Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
Updated 11/1/2005
Page 6 of 9
website at http //www ncegp net/pages/inlieurgplace htm If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information
Amount of stream mitigation requested (linear feet) 0
Amount of buffer mitigation requested (square feet) -i 7
Amount of Riparian wetland mitigation requested (acres) 0 48
Amount of Non-npanan wetland mitigation requested (acres) 0
Amount of Coastal wetland mitigation requested (acres) 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No E]
2 If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ® No ?
3 If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the protect The applicant must also provide
justification for these impacts in Section VII above All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233
(Meuse), 15A NCAC 213 0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Updated 11/1/2005
Page 7 of 9
2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers
Impact
Zone* f o+? Multiplier Required
1 15937 3 (2 for Catawba) 1891
2 14590 15 3667
Total I 30527 I I 5558
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel, Zone 2 extends an
additional 20 feet from the edge of Zone 1
3 If buffer mitigation is required, please discuss what type of mitigation is proposed (i e ,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund) Please attach all appropriate information as identified
within 15A NCAC 2B 0242 or 0244, or 0260 EEP
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level NA
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
NA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application Yes E] No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Updated 11/1/2005
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http //h2o enr.state nc us/ncwetlands If no, please provide a short narrative description
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g , draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)
None

Applicant/Agent
(Agent's signature is valid
Updated 11/1/2005
q-II(d8
Date
if an authorization letter from the applicant is provided )
Page 9 of 9
o stem
V. a emient
PROGRAM
September 4, 2008
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
RECEI]-ED
SEP 8 GVIS?N OF HPDcA OFF1Cc'. B-4302, Replace Bridge Number 336 over Terrible Creek on
SRI 301 (Sunset Lake Road), Wake County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory npanan wetland mitigation and buffer
mitigation for the subject project Based on the information supplied by you on
September 3, 2008, the impacts are located in CU 03020201 of the Neuse River Basin in
the Central Piedmont (CP) Eco-Region, and are as follows
Riparian Wetland 0 48 acre
Buffer - Zone 1 1,891 square feet
Buffer - Zone 2 3,667 square feet
All buffer mitigation requests and approvals are administrated through the
Riparian Restoration Buffer Fund The NCDOT will be responsible to ensure that
appropriate compensation for the buffer mitigation will be provided in the agreed upon
method of fund transfer Upon receipt of the NCDWQ's Buffer Authorization
Certification, EEP will transfer funds from Tn-Party MOA Fund into the Ripanan
Restoration Buffer Fund Upon completion of transfer payment, NCDOT will have
completed its riparian buffer mitigation responsibility for TIP B-4302 Subsequently,
EEP will conduct a review of current MOA mitigation projects in the river basin to
determine if available buffer mitigation credits exist If there are buffer mitigation credits
tDi"G7'CU? . EGIkG{ozt ., Prot" o tr fta& A'*-' HR
vl
North Carolina Ecosystem Enhancement Program, 1652 Mail Service (enter, Raleigh, NC 21699-1652 / 919-115-0416 / wwwnceep net
available, then the Riparian Restoration Buffer Fund will purchase the appropriate
amount of buffer mitigation credits from Tri-Party MOA Fund
EEP commits to implementing sufficient riparian wetland mitigation credits to
offset the impacts associated with this project by the end of the MOA Year in which this
project is permitted, in accordance with Section X of the Amendment No 2 to the
Memorandum of Agreement between the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the U S Army
Corps of Engineers, fully executed on March 8, 2007 If the above referenced riparian
wetland or buffer impact 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,
A
William D Gilmore, P E
EEP Director
cc Mr Eric Alsmeyer, USACE - Raleigh Regulatory Field Office
Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File B-4302
Ecosystem
i 4 3 _ Y r? ?
PROGRAM
September 4, 2008
Mr Eric Alsmeyer
U S Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Dear Mr Alsmeyer
Subject EEP Mitigation Acceptance Letter
B-4302, Replace Bridge Number 336 over Terrible Creek on
SR1301 (Sunset Lake Road), Wake County, Neuse River Basin
(Cataloging Unit 03020201), Central Piedmont (CP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory riparian wetland mitigation and the buffer
mitigation for the unavoidable impact associated with the above referenced project As
indicated in the NCDOT's mitigation request dated September 3, 2008, riparian wetland
mitigation from EEP is required for approximately 0 48 acre of riparian wetland impacts
Also, this project will impact buffers located in CU 03020201 of the Neuse River
Basin The total buffer impacts are 1,891 square feet in Zone 1 and 3,667 square feet in
Zone 2 with a total buffer mitigation requirement of 11,173 5 square feet If the buffer
impacts or the amount of mitigation required from EEP increases or decreases for this
project, then this mitigation acceptance letter will no longer be valid and a new mitigation
acceptance letter will be required All buffer mitigation requests and approvals are
administrated through the Riparian Restoration Buffer Fund (Fund 2982)
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer Upon
receipt of the NCDWQ's Buffer Authorization Certification, EEP will transfer funds
from Fund 2984 (Tri-Party MOA Account) into Fund 2982 and commit to provide the
appropriate buffer mitigation to offset the impacts associated with this project
Wnrt6 r-i- G-,"- ink-.-.... D.--..-- un u_ i c-- -- r- 0-1- -L uC -1-71nn iir-%
e?A
NCDENR
i non 'gar AA9l i
Riparian wetland mitigation associated with this project will be provided in
accordance with Section X of the Amendment No 2 to 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 fully executed on
March 8, 2007 (Tri-Party MOA) EEP commits to implement sufficient riparian wetland
mitigation up to 0 96 riparian wetland credits 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 impact 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,

William D Gilmore, P E
EEP Director
cc Mr Gregory J Thorpe, PhD, NCDOT-PDEA
Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File B-4302
e-,f AL Lamb
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
April 13, 2006
Gi egoi y J Thorpe, PhD
Noi th Carolina Department of Transportation
Project Development and Environmental Analysts
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
F)(-, -r nr Thorne
RECEIVED
APR 20 2006
DKION OFN PAYS
PKAORE OF MTURIU. MOW
This letter is in response to your letter of April 5, 2006 which provided the U S Fish and Wildlife Service
(Service) with the biological determination of the North Carolina Department of Transportation
(NCDOT) that the replacement of Bridge No 336 on SR 1301 over Terrible Creek in Wake County (TIP
No B-4302) may affect, but is not likely to adversely affect the federally endangered dwarf wedgemussel
(Alasnudonta heterodon) In addition, NCDOT has determined that the project will have no effect on the
federally protected bald eagle (Hallaeetus leucocephalus), red-cockaded woodpecker (Picoides borealis)
and Michaux's sumac (Rhus michauxn) These comments are provided in accordance with section 7 of
the Endangered Species Act (ESA) of 1973, as amended (16 U S C 1531-1543)
According to information provided, a mussel survey was conducted at the project site on November 19
2004 The survey extended 100 meters upstream and 400 meters downstream of SR 1301 No dwarf
v,edgemussels were found Based on the information provided and other information available, the
Service concurs with your determination that the proposed bridge replacement may affect, but is not
likely to adversely affect the dwarf wedgemussel Due to the lack of habitat, the Service concurs with
your determination that the project will have no effect on the bald eagle and red-cockaded woodpecker
In addition, based on information provided to the Service in June 2004, the Service concurs that the
project will have no effect on Michaux's sumac We believe that the requirements of section 7(a)(2) of
the ESA have been satisfied We remind you that obligations under section 7 consultation must be
ieconsidered if (1) new information reveals impacts of this identified action that may affect listed species
of critical habitat in a manner not previously considered in this review, (2) this action is subsequently
???Ou?fictl ut a ii.arhi?,. tilat was clot considered m this rcviCvV, or (3) a iicW species is listed Or Ci.t.Cal
habitat determined that may be affected by this identified action
The Service appreciates the opportunity to review this project If you have any questions regarding our
response, please contact Mr Gary Jordan at [phone] (Ext 32)
Sincerely,
G? ¢ Pete Ben Amin
Ecological Services Supervisor
cc Eric Alsmeyer, USACE, Raleigh, NC
Nicole Thomson, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Mihtscher, USEPA, Raleigh, NC
John Sullivan, FHwA, Raleigh, NC
APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B. DISTRICT OFFICE, FILE NAME, AND NUMBER NCDOT TIP# B-4302, Replace Bridge 336 over Terrible Creek on SR
1301 (Sunset Lake Rd)
C. PROJECT LOCATION AND BACKGROUND INFORMATION
State NC County/pansh/borough Wake City Fuquay-Vanna
Center coordinates of site (lat/long in degree decimal format) Lat 35 6073° $, Long 78 7740°
Universal Transverse Mercator Zone 17 N
Name of nearest waterbody Terrible Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Neuse River
Name of watershed or Hydrologic Unit Code (HUC) NEUSE 03020201 '
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request
Q Check if other sites (e g, offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a
different JD form
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
Office (Desk) Determination Date
11 Field Determination Date(s) 6/8/2004 by Eric Alsmeyer, DOT consultant field eval 2/24/2004
SECTION II: SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There "navigable waters of the U S " within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
Waters subject to the ebb and flow of the tide
i Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce
Explain
B. CWA SECTION 404 DETERMINATION OF JURISDICTION
There "waters of the US" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
1. Waters of the U.S.
a Indicate presence of waters of U.S. in review area (check all that apply):'
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of junsdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U S. in the review area
Non-wetland waters 1700 linear feet 5-15 width (ft) and/or acres
Wetlands 4 0 acres
c. Limits (boundaries) of jurisdiction based on
Elevation of established OHWM (if known)
2 Non-regulated waters/wetlands (check if applicable) 3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
i Boxes checked below shall be supported by completing the appropriate sections in Section III below
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e g , typically 3 months)
3 Supporting documentation is presented in Section III F
SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III A 1 and Section III D 1 only, if the aquatic resource is a wetland adjacent to a TNW, complete Sections III A 1 and 2
and Section III D 1 , otherwise, see Section III B below
1. TNW
Identify TNW
Summarize rationale supporting determination
Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent"
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months) A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III D 2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size 'LI!
Drainage area ?PryList
Average annual rainfall inches
Average annual snowfall inches
(ii) Physical Characteristics-
(a) Relationship with TNW
? Tributary flows directly into TNW
? Tributary flows through ?09 tnbutanes before entering TNW
Project waters are Mist river miles from TNW
Project waters are PIs11 ' nver miles from RPW
Project waters are P aerial (straight) miles from TNW
Project waters are R' aerial (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5
Tributary stream order, if known
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West
5 Flow route can be described by identifying, e g, tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW
(b) General Tnbutarv Characteristics (check all that anply)
Tributary is ? Natural
? Artificial (man-made) Explain
? Manipulated (man-altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width feet
Average depth feet
Average side slopes .
Primary tributary substrate composition (check all that apply)
? Silts ? Sands
? Cobbles ? Gravel
? Bedrock ? Vegetation Type/% cover
? Other Explain
? Concrete
? Muck
Tributary condition/stability [e g, highly eroding, sloughing banks] Explain
Presence of run/nfflelpool complexes Explain
Tributary geometry ?"
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for i- "
Estimate average number of flow events in review area/year flww
Describe flow regime
Other information on duration and volume
Surface flow is k- . Characteristics
Subsurface flow NiM Explain findings
? Dye (or other) test performed
Tributary has (check all that apply)
? Bed and banks
? OHWM6 (check all indicators that apply)
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list)
? Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determ
® High Tide Line indicated by 13
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/charactenstics
? tidal gauges
? other (list)
(iii) Chemical Characteristics:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA,lunsdiction (check all that apply)
Mean High Water Mark indicated by
? survey to available datum,
? physical markings,
? vegetation lines/changes in vegetation types
Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed characteristics, etc )
Explain
Identify specific pollutants, if known
6A natural or man-made discontinuity in the OHWM does not necessarily severjunsdiction (e g, where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid
(iv) Biological Characteristics Channel supports (check all that apply)
? Ripanan corridor Characteristics (type, average width)
? Wetland fringe Characteristics
? Habitat for
? Federally Listed species Explain findings
? Fish/spawn areas Explain findings
? Other environmentally-sensitive species Explain findings
? Aquatic/wildlife diversity Explain findings
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non-TNW
Flow is Explain
Surface flow is _ _
Characteristics
Subsurface flow P* 1M Explain findings
? Dye (or other) test performed
(c) Wetland Adjacency Determination with Non-TNW
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection Explain
? Ecological connection Explain
? Separated by berm/barrier Explain
(d) Proximity (Relationship) to TNW
Project wetlands are river miles from TNW
Project waters are aerial (straight) miles from TNW
Flow is from _
Estimate approximate location of wetland as within the floodplam
(u) Chemical Characteristics.
Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed
characteristics, etc ) Explain
Identify specific pollutants, if known
(iii) Biological Characteristics Wetland supports (check all that apply)
? Riparian buffer Characteristics (type, average width)
? Vegetation typelpercent cover Explain
? Habitat for
? Federally Listed species Explain findings
? Fish/spawn areas Explain findings
? Other environmentally-sensitive species Explain findings
? Aquatic/wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if an
All wetland(s) being considered in the cumulative analysis
Approximately ( ) acres in total are being considered in the cumulative analysis
For each wetland, specify the following
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebV
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW9
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D
Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III D
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III D
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY)-
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area
® TNWs lmear feet width (ft), Or, acres
® Wetlands adjacent to TNWs acres
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are junsdictional Provide data and rationale indicating that
tributary is perennial Terrible Creek and its UT both exhibit the geomorphofogical, hydrological, and biological
characteristics typical of a perennial stream The UT was also classified as a perennial stream according to the NCDWQ
Stream ID Form, scoring 33 75 and 34 00 on two separate evaluations (=>30 is perennial)
Tributaries of TNW where tributaries have continuous flow "seasonally" (e g, typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows
seasonally
Provide estimates for jurisdictional waters in the review area (check all that apply)
® Tributary waters 1700 linear feet 5-15 width (ft)
Q Other non-wetland waters acres
Identify type(s) of waters Terrible Creek (500 ft), UT to Terrible Creek (1200 ft)
3. Non-RPWss that flow directly or indirectly into TNWs
® Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for junsdictional waters within the review area (check all that apply)
Q Tributary waters linear feet width (ft)
© Other non-wetland waters acres
Identify type(s) of waters
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
® Wetlands directly abutting an RPW where tributaries typically flow year-round Provide data and rationale
indicating that tributary is perennial in Section III D 2, above Provide rationale indicating that wetland is
directly abutting an RPW Wetlands exist on both sides of the streams immediately adjacent to the channels with no
uplands or other barriers in between
Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicatine that wetland is directlv
abutting an RPW
Provide acreage estimates for jurisdictional wetlands in the review area 4 0 acres
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
[{ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
6 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
EE Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for jurisdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional
Demonstrate that impoundment was created from "waters of the U S ," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below)
ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) 10
Q which are or could be used by interstate or foreign travelers for recreational or other purposes
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
Q which are or could be used for industrial purposes by industries in interstate commerce
[3 Interstate isolated waters Explain
sSee Footnote # 3
9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
IM Other factors Explain
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply)
? Tributary waters linear feet width (ft)
x Other non-wetland waters acres
Identify type(s) of waters
Wetlands acres
F NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY)
® If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
Q Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR)
? Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction Explain
13 Other (explain, if not covered above)
Provide acreage estimates for non-lunsdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i e , presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply)
Non-wetland waters (i e, rivers, streams) linear feet width (ft)
Lakes/ponds acres
Other non-wetland waters acres List type of aquatic resource
Wetlands acres
Provide acreage estimates for non-lunsdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for Junsdiction (check all that apply)
Non-wetland waters (i e, rivers, streams) linear feet, width (ft)
Lakes/ponds acres
TM Other non-wetland waters acres List type of aquatic resource
Wetlands acres
SECTION IV: DATA SOURCES.
A SUPPORTING DATA Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below)
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant
® Data sheets prepared/submitted by or on behalf of the applicant/consultant
? Office concurs with data sheets/delineation report
? Office does not concur with data sheets/delineation report
H Data sheets prepared by the Corps
Corps navigable waters' study
U S Geological Survey Hydrologic Atlas
? USGS NHD data
? USGS 8 and 12 digit HUC maps
U S Geological Survey map(s) Cite scale & quad name `
USDA Natural Resources Conservation Service Soil Survey Citation
National wetlands inventory map(s) Cite name
A State/Local wetland inventory map(s)
FEMA/FIRM maps
100-year Floodplam Elevation is (National Geodectic Vertical Datum of 1929)
E] Photographs ? Aerial (Name & Date)
or ? Other (Name & Date)
Previous deterinmation(s) File no and date of response letter
Applicable/supporting case law
Applicable/supporting scientific literature
Other information (please specify)
B. ADDITIONAL COMMENTS TO SUPPORT JD.
------------
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8/22/2008 841,08 4M R,%Hy°r°ull-s P-It\Ca102 ny° pr rat pSh04°pn
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0
WAKE COUNTY
BRIDGE NO. 336 ON SR 1301 (SUNSET LAKE ROAD)
OVER TERRIBLE CREEK
FEDERAL-AID PROJECT NO. BRZ-1 301 (2)
STATE PROJECT NO. 8.2409601
WBS NO. 33639.1.1
T.I.P. No. B-4302
CATEGORICAL EXCLUSION
AND
PROGRAMMATIC SECTION 4(F) EVALUATION
0
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AN D
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED
? D ?L '-, &Ak4tda?
Date Pre4gory J orpe, Ph D
Environmental Management Director
Protect Development and Environmental Analysis Branch, NCDOT
03 / 2 d /
at john F Sullivan, III, P E
Division Admuustrator
Federal Highway Admimstration

WAKE COUNTY
BRIDGE NO. 336 ON SR 1 301 (SUNSET LAKE ROAD)
OVER TERRIBLE CREEK
FEDERAL-AID PROJECT No. BRZ-1 301 (2)
STATE PROJECT No. B.2409601
WBS No. 33639.1.1
T.I.P. No. B-4302
CATEGORICAL EXCLUSION
AND
PROGRAMMATIC SECTION 4(F) EVALUATION
FEBRUARY 2007
DOCUMENT PREPARED BY
MULKEY ENGINEERS & CONSULTANTS
CARY, NORTH CAROLINA
gG4?pRB8QB00peMpF
P [ d
SEAL
E 3 14842 0
Date A Bissett, Jr , P E A o
E?
Raleigh Branch Manager
?yy?o O?c®eo?
Date Carl Furney ??- -
Project Manager
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2 u ? ?-
Date Th resa Ellerby
Project Manager
Consultant Engineering Unit
PROJECT COMMITMENTS
WAKE COUNTY
BRIDGE NO. 336 ON SR 1 301 (SUNSET LAKE ROAD)
OVER TERRIBLE CREEK
FEDERAL-AID PROJECT NO. BRZ-1 301 (2)
STATE PROJECT NO 8.2409601
WBS No. 33639 1 1
T.I.P No. B-4302
In addition to the standard Nationwide Permit No 23 Conditions, the General Nationwide Permit
Conditions, Section 404 Only Conditions, Regional Conditions, State Consistency Conditions,
NCDOT's Guidelines for Best Management Practices for the Protection of Surface Waters, Design
Standards for Sensitive Watersheds, Erosion and Sediment Control Guidelines for Contract
Construction, Best Management Practices for Bridge Demolition and Removal, General
Certification Conditions, and Section 401 Conditions of Certification, the following special
commitments have been agreed to by NCDOT
STRUCTURES
AASHTO standard bicycle safe bridge railing will be provided, as applicable
February 2007
Categorical Exclusion
Green Sheet
WAKE COUNTY
BRIDGE NO. 336 ON SR 1 301 (SUNSET LAKE ROAD)
OVER TERRIBLE CREEK
FEDERAL-AID PROJECT NO. BRZ-1 301 (2)
STATE PROJECT NO. B.2409601
WBS NO. 33639.1 .
T.I.P. NO. B-4302
INTRODUCTION: The replacement of Bridge No 336 is included in the 2006-2012 North Carolina
Department of Transportation (NCDOT) Transportation Improvement Program (T I P) and in the
Federal-Aid Bridge Replacement Program The project location is shown in Figure 1 No substantial
environmental impacts are anticipated The project is classified as a Federal "Categorical Exclusion "
PURPOSE AND NEED STATEMENT
Bridge Maintenance Unit records indicate that Bridge No 336 has a sufficiency rating of 4 0 out of a
possible 100 for a new structure and is considered functionally obsolete and structurally deficient
The replacement of this inadequate structure will result in safer and more efficient traffic operations
II. EXISTING CONDITIONS
Bridge No 336 is located on SR 1301 (Sunset Lake Road) in Wake County, in the Town of Fuquay-
Varina SR 1301 is classified as a Rural Minor Collector by the statewide functional classification
system It connects to US 401 approximately one mile south of Bridge No 336 SR 1301 is
identified as a Major Thoroughfare on the thoroughfare plan for the Town of Fuquay-Van na, which
was adopted by the Capital Area Metropolitan Planning Organization and the NCDOT
Land use in the project area is a mixture of agriculture, wooded areas, and single-family homes New
home construction is underway in the vicinity Ballentine Elementary School is located north of the
bridge The Johnson Farm, located in the southeast quadrant of Bridge No 336, is eligible for the
National Register of Historic Places
The 2006 estimated average daily traffic (ADT) volume is 12,800 vehicles per day (vpd) The
projected 2030 ADT is 28,500 vpd The percentages of truck traffic are three percent dual tired
vehicles (DUALS) and one percent truck-tractor semi trailer (TTST) The posted speed limit on SR
1301 is 45 miles per hour (mph) A regulatory speed hmmit of 35 mph is posted in the vicinity of
Bridge No 336
Bridge No 336 was built in 1950 It is a tangent two-lane structure with a clear roadway width of
241 feet The bridge has two spans and totals 37 feet in length The deck consists of a reinforced
concrete floor with an asphalt wearing surface on steel I-beams The substructure is composed of
reinforced concrete caps on timber piles and timber vertical abutments The height from crown to
streambed is 8 feet Bridge No 336 is posted at 17 tons for single vehicles and 24 tons for TTST
(Figure 2)
Bridge No 336 has a northern and southern horizontal approach curve with a radius of
approximately 730 feet The vertical sag curve south of Bridge No 336 has a design speed of less
than 25 mph The approach roadway from the south has two 10-foot wide travel lanes with five-foot
T I P No B-4302
Page 1
shoulders, of which two feet are paved The approach roadway from the north is a three-lane facility,
with curb and gutter on the east side and six-foot shoulders on the west side Bicycle lanes are
striped on the north side of Bridge No 336
The Town of Fuquay-Varna has water and sewer in the vicinity of the bridge A 27-inch sanitary
sewer line crosses SR 1301 south of the existing bridge, and a 16-inch water line is located along the
east side of SR 1301 at the bridge Multiple utility pedestals are located near the bridge, indicating
underground telephone utilities Utility impacts are anticipated to be low
There are approximately 52 daily school bus crossings on Bridge No 336
Two accidents were reported in the project area during the period from October 2002 to September
2005 There was one injury and no fatalities
This section of SR 1301 is part of NC Bicycling Highway Route 5, Cape Fear Run According to the
Town of Fuquay-TVanna Transportation Plan, SR 1301 (Sunset Lake Rd) is shown as having an existing
bike lane north of Bridge No 336 and a proposed bike lane from NC 42 to the northern town limits
(see Appendix for figures)
III. ALTERNATIVES
A. PROJECT DESCRIPTION
Based on preliminary hydraulic analysis, the proposed replacement structure is a bridge with two 12-
foot travel lanes, a 12-foot center turn lane, and four-foot bicycle lanes, two-foot gutters, and 5 5-
foot sidewalks on each side (Figure 3) Standard bicycle safe bridge railing will be provided as
applicable A minimum 0 3 percent grade is recommended to facilitate deck drainage The length of
the new structure may be increased or decreased as necessary to accommodate peak flows as
determined by a detailed hydrologic analysis during the final design phase
The approach from the south will transition from two lanes to three lanes at the bridge and provide
12-foot lanes with 8-foot shoulders, including four-foot paved shoulders to accommodate bicyclists
The roadway north of the bridge will provide three 12-foot wide lanes with two-foot curb and gutter
(Figure 3) A four-foot striped bicycle lane will be provided north of the bridge and tie to the
existing four-foot striped bicycle lane The proposed design speed is 50 mph
B. BUILD ALTERNATIVES
Two build alternatives studied for this project are described below
Alternative B (Figure 4A) replaces the bridge on new alignment west of the existing structure
During construction, traffic will be maintained on the existing bridge The proposed bridge will have
a constant 0 02 super elevation across the tangent bridge and horizontal curves with a radius of 835
feet north and south of the bridge The proposed structure will be approximately 140 feet in length
and 60 feet in width The proposed design speed is 50 mph Alternative B is not recommended
because of higher permanent impacts to wetlands and Neuse River Riparian Buffers
T I P No B-4302
Page 2
Alternative C - Preferred (Figure 4B) replaces the bridge at the existing location on a constant 0 04
super elevation across the bridge and on a horizontal curve with a radius of 835 feet The proposed
structure will be approximately 115 feet in length and a variable 59 feet to 63 feet in width The
grade will be raised approximately five feet for a proposed design speed of 50 mph
During construction, traffic will be maintained with an on-site detour west of the existing bridge
The detour structure will be approximately 110 feet in length and provide for two 12-foot travel
lanes with two-foot shoulders (Figure 3A) The detour approach roadway will provide two 12-foot
travel lanes with eight-foot grass shoulders, and a design speed of 40 mph
0. ALTERNATIVES ELIMINATED FROM FURTHER STUDY
An alternative with an off-site detour route (Alternative A) was evaluated The detour would
follow SR 1407 (Wlutted Road), SR 1404 Qohnson Pond Road), and US 401 (North Main Street)
The detour is approximately 3 5 miles in length and has a road user cost of approximately $16,800
per day This alternative is not considered feasible because of the high traffic volumes that would be
detoured, the high road user cost associated with the off-site detour, emergency management vehicle
delays, and the high number of school bus crossings each day
Alternatives east of the existing bridge were not considered feasible because of not being able to
maintain the desired design speed and insufficient site distance due to the curve needed
Staged construction of the proposed bridge was evaluated, but complications associated with raising
the grade and maintaining traffic on-site made this option unfeasible
The "Do Nothing" alternative will eventually necessitate closure of the bridge This is not desirable
because of the traffic service provided by SR 1301 and Bridge No 336
Investigation of the existing structure by the NCDOT Bridge Maintenance Unit indicates that
"rehabilitation" of this bridge is not feasible because of its age and deteriorated condition
D. PREFERRED ALTERNATIVE
Alternative C, replacing the existing bridge in place with an on-site detour west of the existing
structure, is the preferred alternative Alternative C was selected because it has the estimated lowest
permanent impact to wetlands and Neuse River Basin Riparian Buffers
The Division Engineer concurs with Alternative C as the preferred alternative
T I P No B-4302
Page 3
IV. ESTIMATED COST
Table 1 shows estimated costs based on current prices
Table 1 Estimated Costs

z ;-
+
`Alternative B
-- °L g= Alternative C
=preferred)
E
Structure Removal (Existing) $ 18,900 $ 18,900
Proposed Structure $ 714,000 $ 610,200
Roadway Approaches $ 481,600 $ 298,300
Temporary Detour Bridge 0 $ 169,400
Detour Approaches 0 $ 210,000
Miscellaneous and Mobilization $ 335,500 $ 393,200
Engineering Contingencies $ 250,000 $ 250,000
ROW/Coast Easements/Utilities 84,000 128,000
Total $1,884,000 $2,078,000
The estimated cost of the project as shown in the 2006-2012 Transportation Improvement Program
is $1,700,000, including $150,000 in prior years, $100,000 for nght-of-way and $1,450,000 for
construction
V. NATURAL RESOURCES
A. METHODOLOGY
Field investigations within the project study area were conducted by qualified biologists on February
24, 2004 Field surveys were undertaken to determine natural resource conditions and to document
natural communities, wildlife, and the presence of protected species or their habitats
Published information regarding the project study area and region was derived from a number of
resources including United States Geological Survey (USGS) 7 5-minute topographical quadrangle
maps (Fuquay-Vanna, Apex, Angier, and Lake Wheeler, North Carolina), U S Fish and Wildlife
Service (USFWS) National Wetlands Inventory (NWI) maps, USGS aerial photomosaics of the
project study area (1"=100'), and Natural Resources Conservation Service (MRCS) soil survey maps
of Wake County Water resources information was obtained from publications of the North
Carolina Division of Water Quality (NCDWQ) Information concerning the potential occurrence of
federal and state protected species within the project study area and project vicinity was obtained
from the USFWS list of protected species (updated Apra 27, 2006) and the North Carolina Natural
Heritage Program (NCNHP) database of rare species and unique habitats (updated August 11,
2006)
T I P No B-4302
Page 4
Dominant plant species were identified in each stratum for all natural communities encountered
Plant community descriptions are based on those classified in Schafale and Weakley (1990), where
applicable Names and descriptions of plant species generally follow Radford et al (1968), unless
more current information is available Animal names and descriptions follow Bogan (2002), Conant
and Collins (1998), Lee et al (1980 et seq ), Martof et al (1980), Stokes (1996), and Webster et al
(1985) Scientific names and common names (when applicable) are provided for each plant and
animal species listed Subsequent references to the same organism include the common name only
During field surveys, wildlife identification involved a variety of observation techniques active
searching and capture, visual observations (both with and without the use of binoculars), and
observing the characteristic signs of wildlife (sounds, scat, tracks, and burrows) Any organisms that
may have been captured during these searches were identified and released without injury
Quantitative water sampling was not undertaken to support existing data
jurisdictional wetland determinations were performed using the three-parameter approach as
prescribed in the 1987 Corps of Engineers Wletlands Delineation Manual Supplementary technical
literature describing the parameters of hydrophytic vegetation, hydric soils, and hydrological
indicators were also utilized Wetland functions were evaluated according to the NCDWQ's rating
system, fourth version Surface waters in the project study area were evaluated and classified based
on a preponderance of perennial stream characteristics as defined in NCDWQ's Stream Classzfzcatzon
Method, second version, as well as, the United States Army Corps of Engineers (USACE) Stream
Quality Assessment Worksheet
B. PHYSIOGRAPHY AND SOILS
The project study area is located in Wake County, approximately 15 miles northeast of the Town of
Fuquay-Varina and 9 0 miles southwest of the Town of Garner Wake County is situated in the
central part of the state and the general geography consists predominantly of rolling hills, with steep
areas following major streams Narrow, nearly level floodplains exist along most of the streams
Most of the Wake County is within the Piedmont physiographic province, however, the extreme
southern portion of the county is within the Coastal Plain physiographic province Elevations in the
project study area range from approximately 330 feet above mean sea level (msl) along Terrible
Creek to approximately 370 feet above msl at the far southern end of the project
The geology underlying the project study area consists of a formation of felsic mica gneiss within the
Raleigh Belt This formation is mapped as a long, thin area stretching continually from Fuquay-
Vanna to Henderson
Soil mapping units within the study corridor include Apphng gravelly sandy loam (Typzc Hapludults),
Georgeville silt loam (Typzc Hapludults), Herndon silt loam (Typzc Hapludults), Wagram loamy sand
(Arent Paleudults), and Wehadkee and Bibb soils (Fluventzc Haplaquepts and Ty is Haplaquents)
Descriptions are provided below
¦ Apphng gravelly sandy loam soils are well drained with a moderate permeability and are
strongly acidic Cobblestones and gravel are common within the top 36 inches of the soil
solum The erosion hazard is severe due to the rapid surface runoff This map unit typically
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occurs along narrow side slopes and is found in the northeastern corner of the project study
area within a residential area
Georgeville silt loam soils are well drained with a moderate permeability and formed from
Carolina slate The erosion hazard for this map unit is severe, and much of this map unit has
been substantially eroded due to the fair infiltration and rapid surface runoff characteristics
of this soil type This map unit is located on side slopes and is mapped in the far northern
end of the project study area
Herndon silt loam soils are well drained with a moderate permeability and low organic
matter content The erosion hazard for this map unit is severe due to fair infiltration, rapid
surface runoff, and steep slopes (15 to 25 percent) This map unit usually occurs along
upland side slopes bordering major dramageways, and is found on both sides of Terrible
Creek immediately upslope of the floodpaan within the project study area
Wagram loamy sand soils are somewhat excessively drained with a moderate permeability
and a low available water capacity These soils typically occur on broad, mterstream divides
and side slopes in uplands Wagram soils are located on the far southern end of the project
study area, where they have slopes ranging from 2 to 15 percent The hazard of erosion is
severe in the steeper areas due to the rapid surface runoff
Wehadkee and Bibb soils are poorly drained with infiltration rates varying from fait for the
Wehadkee soil type to good for the Bibb soil type These two soil types were mapped
together due to their similar use and location within the landscape They are found in large
floodplams and depressions throughout the county The seasonal high water table is at or
above the surface and flooding events occur frequently causing pond ng that can last
indefinitely
Hydric soils are defined as soils that are saturated, flooded, or ponded long enough during the
growing season to develop anaerobic conditions that favor the growth and regeneration of
hydrophytic vegetation Soils referred to as "Hydric A" are completely hydric throughout the
mapped soil unit "Hydric B" soils are non-hydric soils that contain inclusions of hydric soils, usually
in depressional areas or along the border with other soil units One Hydric A soil map unit occurs in
the project study area Wehadkee and Bibb soils The land immediately surrounding Terrible Creek
and an unnamed tributary (UT) to Terrible Creek is mapped as Wehadkee and Bibb soils Hydrnc
soils were confirmed within these areas mapped by the Wake County NRCS, and were determined
to be jurisdictional wetlands
C. WATER RESOURCES
Waters Impacted
Streams, creeks, and tributaries within the project vicinity are completely within the Neuse River
Basin Terrible Creek is a perennial stream generally flowing in an easterly direction, emptying into
Middle Creek approximately 4 5 miles east of the project study area It is located within Neuse River
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Subbasin 03-04-03 The DWQ stream index number for Terrible Creek is 27-43-15-8-(l)and the
USGS 8-chgit hydrologic unit is 03020201
2 Water Resource Characteristics
The NCDWQ classifies surface waters of the state based on their untended best uses Terrible Creek
and a UT to Terrible Creek are Class "B NSW" waters The "B" designation denotes waters
protected for uses such as aquatic life propagation and survival, fishing, wildlife, primary recreation,
and agriculture Terrible Creek is also considered Nutrient Sensitive Waters (NSW) This is a
supplemental surface water classification intended for waters needing additional nutrient
management No Outstanding Resource Waters (ORW), High Quality Waters (HQW), Sensitive
Water Supply Watershed (WS-I or WS-II), or Section 303(d) waters occur within a three-mile radius
of the project study area
The Ambient Monitoring System (AMS) is a network of stream, lake, and estuarine water-quality
monitoring stations strategically located for the collection of physical and chemical water-quality
data The nearest AMS site is located along Middle Creek (near the confluence with Terrible Creek),
approximately 5 0 miles east and downstream of the project study area Middle Creek at this AMS
station has a use support rating of "Fully Supporting " Terrible Creek is not rated for use support
within the project study area
The North Carolina Index of Biotic Integrity (NCIBI) is used to assess the biological integrity of
streams by examining the structure and health of the fish community No sites are located within
this subbasin
Bioclassification criteria have been developed that are based on the number and type of benthic
macromvertebrates (primarily Orders Ephemeroptera, Plecoptera, and Tncoptera) present in
streams and rivers because they are very sensitive to the effects of water pollution No benthic
macroiinvertebrate sampling has been conducted by NCDWQ within the Terrible Creek watershed
The nearest downstream benthic macroinvertebrate sampling site is located on Middle Creek at NC
50 approximately 10 75 miles southeast of the project study area This site was sampled in 1995 and
2000 and was given a bioclassification rating of "Good-Fair" at both sampling events
Point source dischargers throughout North Carolina are regulated through the National Pollutant
Discharge Elimination System (NPDES) program Dischargers are required by law to register for a
permit There are 16 permitted dischargers within the 03-04-03 subbasin The Cary South Waste
Water Treatment Plant (WWTP) is noted as the only major discharger in the subbasm According to
NCDWQ, the Cary South WWTP has had violations in the past, and as a result Upper Middle Creek
is currently rated as "Impaired " There is one permitted discharger along Terrible Creek Terrible
Creek WWTP operated by the Town of Fuquay-Varma This minor domestic waste discharger is
located approximately 2 25 miles east and upstream of the project study area, and is permitted to
release 0 5 million gallons per day (MGD) The Terrible Creek WWTP has had past aquatic toxicity
failures, however, the town is working with NCDWQ to correct these problems
A classification system for stream channels based on fluvial geomorphologic principles and
landscape position was used for stream analysis Based on this classification method and field
observations, both Terrible Creek and the UT to Terrible Creek appear to be C6 type channels
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within the project study area Terrible Creek and the UT to Terrible Creek have a moderate flow
over a substrate of silt, sand, and woody debris Approximate dimensions are provided in Table 2
Table 2. Approximate Stream Dimensions
Terrible Creek UT to Terrible Creek
Bankfull width 10 to 15 feet 5 feet
Channel width 10 to 15 feet 8 feet
Bank height 2 to 3 feet 1 to 2 feet
Water depth
- Riffles
- Pools
3 to 9 inches
1 to 2 feet
2 to 6 inches
9 to 18 inches
3. Anticipated Impacts to Water Resources
a General Impacts
Short-term impacts to water quality from construction-related activities include increased
sedimentation and turbidity Long-term construction related impacts to water resources include
substrate destabilization, bank erosion, increased turbidity, altered flow rates, and possible
temperature fluctuations within the channel due to removal of streamside vegetation Precautions
should be taken to minimize impacts to water resources from runoff and erosion in the project
study area
4. Impacts Related to Bridge Demolition and Removal
The rails of Bridge No 336 will be removed without dropping any components into Waters of the
U S There is potential for components of the deck and substructure to be dropped into Waters of
the U S during demolition The resulting temporary fill associated with the concrete deck and caps
is approximately 18 cubic yards
D. BIOTIC RESOURCES
1. Plant Communities
The field survey team observed three plant communities in the project study area Piedmont/Low
Mountain Alluvial Forest, mixed pine/hardwood forest, and urban/chsturbed community
Descriptions are provided below
a Piedmont/Low Mountain Alluvial Forest
The Piedmont/Low Mountain Alluvial Forest community occurs along river and stream floodplains
in the piedmont and lower elevation mountain valleys It is best classified as a variation of Schafale
and Weakley's (1990) Piedmont/Low Mountain Alluvial Forest type This community is situated
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immediately adjacent to Terrible Creek and the UT to Terrible Creek, and includes wetlands The
canopy and understory are somewhat open throughout
Dominant tree species observed in the canopy and understory layers include sweet gum (Liquzdambar
syraczflua), sweetbay (Magnolia vzrginzana), water oak (Ouercus nzgra), black willow (Salzx nzgra), aver
birch (Betula nzgra), sycamore (Platanus ocadentaks), red maple (Acer rubrum), slippery elm (Ulmus rubra),
musclewood (Carpznus carohniana) and yellow poplar (Ianodendron tulpifera) Shrubs and vines include
privet (Lagustrum sinense), American holly (Ilex opaca), silky dogwood (Corpus amomum), greenbner
(Smilax rotundzfolza), Japanese honeysuckle (L.onzcerajaponzca), and poison ivy (Toxzcodendron radzcans)
The herbaceous community is diverse, with dominant species including sedges (Carex spp ), flat
sedge (Cyperus spp ), smart-weed (Polygonum spp ), broomstraw (Andropogon virganzcus), blackberry
(Rjibus spp ), cinnamon fern (Osmunda tznnamomea), giant cane (Arundinanagigantea), goldenrod
(Solzdago spp ), rushes (Juncus conaceus and J eusus), and creeping grass (Mimstegium mmineum)
b Mixed Pine/Hardwood Forest
The mixed pule/hardwood forest community is located immediately upslope of the alluvial forest
This community appears to be a variation of the Mesic Mixed Hardwood Forest (Piedmont Subtype)
identified by Schafale and Weakley (1990), with increased amounts of pine These communities
occur on acidic soils in lower slopes, steep north-facing slopes, ravines, and occasionally well-
drained small stream bottoms
In the project study area, dominant canopy and subcanopy species include black cherry (Prunus
serotina), red maple, loblolly pine (Pinus taeda), yellow poplar, water oak, northern red oak (Quercus
rubra), white oak (0 alba), black oak (Q velutzna), American beech (Fagusgrandzfolra), sourwood
(Oxydendrum arboreum), and sweet gum Small trees and shrubs include horse sugar (Symplocos tznctona),
eastern red cedar (Junipers vzrgzmana), flowering dogwood (Comusflonda), wiinterberry (Ilex vertzallata),
possum haw (I deadua), and highbush blueberry (Vaaznzum corymbosum) Vanes present within the
project study area include poison ivy, greenbrier, muscadine grape (Vztzs rotundzfoha), and Japanese
honeysuckle The herbaceous vegetation includes partridge berry (Mztchella repens) and mock
strawberry (Duchesnea indica)
C. Urban/Disturbed Community
The urban/disturbed community consists of areas that are periodically maintained by human
influences, such as roadside and power line nghts-of-way, regularly mowed lawns, and open areas
This is the dominant community within the project study area It includes a residential development
in the far northeastern corner, a small farm house in the far southwestern corner, and an agricultural
field in the far southeastern corner A sewer line easement is present that parallels Terrible Creek
approximately 100 feet south of the stream Species include mtcrostegium, goatsbeard (Anincus
dzozcus), dog fennel (Eupatonum capzll fohz m), English plantain (Plantago lanceolata), broomsedge,
lespedeza (Lepedetia spp ), panic grass (Panzcum spp ), fescue (Festuca spp ), paspalum (Paspalum spp
and horse nettle (Solanum carolinense) The sewer line easement contains more hydrophytic species
such as rushes, sedges, flatsedge, ironweed (Vernonza spp ), smartweed, and bishop-weed (Rihnimum
capillaceum) Trees and small shrubs associated with the residences include flowering magnolia
(Magnoliagrandiflora), wax-myrtle (Mynca cenfera), white oak, and flowering dogwood
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2. Wildlife
The terrestrial communities in the project area offer moderate diversity of foraging, nesting, and
cover habitat for many species of amphibians, reptiles, birds, and mammals Species that may be
associated with these types of communities are described below An asterisk (*) indicates the species
that were directly observed or for which evidence was noted during field reconnaissance
Reptile species associated with the project study area may include snakes such as the rough green
snake (Opheodrys aestzvus), eastern milk snake (Lampropeltts tnangulum tnangulum), and mole kingsnake
(L callzgaster rhombomaculata) These animals inhabit fields, woodlands, river bottoms, and stream
edges of the upper Coastal Plain and Piedmont in North Carolina No reptiles were observed during
the site visit
Many bird species may inhabit or migrate through the project study area Inhabitants may include
red-belhed woodpecker (Melanerpes carohnus), hairy woodpecker (Pzcozdes mllosus), downy woodpecker
(P pubescens), blue jay (Cyanoatta mstata), Carolina chickadee (Parus carohnensts), tufted titmouse* (P
bicolor), white-breasted nuthatch (Sztta carohnenszs), American robin* (Turdus mzgratonus), northern
cardinal* (Cardznabs cardznahs), northern mockingbird* (Mzmus polyglottos), house finch (Carpodacus
mexuanus), Carolina wren (Thryothorus ludomaanus), dark-eyed junco (Junco hyemaks), American
goldfinch (Carduelzs testis), and brown-headed cowbird (Molothrus ater) Predatory species may include
red-tailed hawk (Buteojamaicenszs), eastern screech owl (Otus aszo), and barred owl (Stnx vana)
A wide variety of mammals are expected to inhabit the project study area and surrounding
landscape Virginia opossum (Dzde phzs mrSinzana), woodchuck (Marmota monax), gray squirrel* (Saurus
carohnensis), eastern harvest mouse (Reithrodontomys humulzs), raccoon (Procyon lotor), beaver (Castor
canadensas), muskrat (Ondatra tizbethzcus), eastern spotted skunk (Spzlogale putonus), and white-tailed deer
(Odocoileus mgznzanus) are species mostly likely to be found In addition, bats such as the little brown
myotis (Myotzs luczfugus), Eastern red (Lasturus borealis), and big brown bat (Eptesicus fuscus) may also be
present in the project study area
3. Aquatic Communities
Terrible Creek is a perennial stream that flows in an easterly direction towards Middle Creek The
UT to Terrible Creek is intermittent and parallels Sunset Lake Road in the northwestern corner of
the project study area Very minor bank erosion was observed along both Terrible Creek and the UT
to Terrible Creek The substantial areas of wetlands surrounding the streams are likely slowing the
water coming off of hillsides prior to entering the streams, thereby reducing the erosive forces A
visual survey of the streams found many mayflies (Order Ephemeroptera) and caddisflies (Order
Tnchoptera) at a large riffle
The project study area likely has a limited amphibian population which may include salamanders and
frogs Spring peepers (Hyla auafer) and pickerel frogs (Rana palustns) may also be present
Reptiles that spend the vast majority of their lives in aquatic communities and are somewhat
common throughout this portion of North Carolina include the snapping turtle (Chelydra serpentzna),
eastern musk turtle (Sternotherus odoratus), yellowbelly slider (Chrysemys scrzpta), and northern water
snake (Nerodia sipedon)
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Fish that are likely to utilize Terrible Creek include yellow bullhead (Ameiums natalis), largemouth
bass (Macropterus salmozdes), American eel (Anguzlla rostrata), rosyside dace (Chnostomus firnduloides), and
creek chub (Semotilus atromaculatus)
4. Anticipated Impacts to Biotic Communities
a. Terrestrial Communities
Table 3 depicts permanent impacts to terrestrial biotic communities that have been estimated based
upon the approximate construction limits of the two alternatives
Table 3 Estimated Impacts for Proposed Alternatives
Vegetative Community
11 m'? , Alternative B Alternative C
(preferred)
Piedmont/Low Mountain Alluvial Forest 0 86 acre 1 16 acres
Mixed Pine/Hardwood Forest 0 67 acre 0 78 acre
Urban/Disturbed Land 0 48 acre 0 36 acre
Temporary fluctuation in populations of animal species which utilize terrestrial areas is anticipated
during the course of construction Slow-moving, burrowing, and subterranean organisms will be
directly impacted by construction activities, while mobile organisms will be displaced to adjacent
communities Habitat reduction may also occur when an ecosystem is disturbed and can lead to
creation of smaller or isolated biotic communities Competitive forces in the adapted communities
will result in a redefinition of population equilibria
b. Wetland Communities
Three areas of jurisdictional wetlands were identified and delineated within the project study area
These wetlands are located within the floodplams of Terrible Creek and the UT to Terrible Creek
Details and potential impacts are discussed in Section E 1
C. Aquatic Communities
Impacts usually associated with in-stream construction include increased channelization and
scouring of the streambed In-stream construction alters the substrate and impacts adjacent stream-
side vegetation Such disturbances within the substrate lead to increased siltation, which can clog the
gills and feeding mechanisms of benthic organisms, fish, and amphibian species
Appropriate measures must be taken to avoid spillage and control runoff Such measures will
include an erosion and sedimentation control plan, provisions for disposal and handling of waste
materials and storage, stormwater management measures, and appropriate road maintenance
measures NCDOT's Best Management Practices for Protection of Surface Wlaters (BMPs - PSG and
Sedimentation Control guidelines will be enforced during the construction stages of the project
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The removal of streamside vegetation and placement of fill material during construction contributes
to erosion and possible sedimentation Quick revegetation of these areas helps to reduce the impacts
by supporting the underlying soils Erosion and sedimentation may carry soils, toxic compounds,
trash, and other materials into the aquatic communities at the construction site As a result, sand
bars may be formed both at the site and downstream
E. SPECIAL TOPICS
1 "Waters of the United States " Jurisdictional Issues
Surface waters and wetlands within the project area are subject to jurisdictional consideration under
Section 404 of the Clean Water Act (CWA) as "Waters of the United States " The USACE has the
responsibility for implementation, permitting, and enforcement of the provisions of the CWA The
USACE regulatory program is defined in 33 CFR 320-330
Section 401 of the CWA grants authority to individual States for regulation of discharges into waters
of the United States Under North Carolina General Statutes, 113A "Pollution Control and
Environment" and codified in North Carolina Administrative Code (NCAC) 15A, the NCDWQ has
the responsibility for implementation, pernutting, and enforcement of the provisions of the CWA
Both perennial and intermittent streams are jurisdictional under state and federal regulations
Terrible Creek (perennial) and the UT to Terrible Creek (intermittent) are the jurisdictional surface
waters located within the project boundaries Alternatives B and C are not anticipated to generate
permanent impacts to perennial or intermittent streams
Three areas of jurisdictional wetlands (WA, WB, and WC) were identified and delineated within the
project study area These wetlands are located within the floodplains to Terrible Creek and the UT
to Terrible Creek Wetland WA occupies approximately 16 acres, wetland WB is approximately 0 5
acre, and wedand WC is approximately 13 acres Wetlands WA and WB are classified by the United
States Fish and Wildlife Service as a Palustrine-Forested Temporarily Flooded wetland system
(PF01 /4A) Wetland WC is classified as a Palustnne-Scrub /Shrub Temporarily Flooded wetland
system (PSS1A) USACE data forms and NCDWQ rating forms associated with these jurisdictional
wetlands are included in the Appendix The delineated boundaries of the wetlands were reviewed
and confirmed during a field meeting with a USACE regulatory agent on June 8, 2004
Table 4 depicts the estimated impacts to Waters of the United States for the proposed alternatives
Table 4. Estimated Impacts to Waters of the United States
osed Alternatives
Pro
Permanent
Temporary'
Total Wetland
s
p Wedand Impacts Weoand.Impacts Immpacts

Alternative B 0 47 acre 0 00 acre 0 47 acre
Alternative C (preferred)* 0 23 acre 0 42 acre 0 65 acre
* Includes temporary detour bridge
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2. Permits
Permits may be required for roadway encroachment into jurisdictional wetlands and surface waters
The USACE issues Section 404 Nationwide 23 permits for activities that are categorically excluded
from environmental documentation because they are included within a category of actions that do
not have a sigruficant effect on the environment Regional conditions also require compliance with
General Condition 13 concerning notification and coordination with the USACE for permit
applications for projects with greater than 150 total linear feet of impacts
The USACE issues Nationwide Permit (NWP) 33 when construction activities necessitate the use of
temporary structures such as cofferdams, placement of access fill material, or dewaterrng of the
construction site In addition to the requirements for NWP 23, any work below the ordinary high
water mark must be permanently stabilized at the earliest practicable date and a restoration plan of
reasonable measures to avoid and minimize adverse effects to aquatic resource$ must be submitted
A Section 401 General Water Quality Certification is necessary for projects that require Section 404
permits The state has General Certifications which will match the permit type authorized by the
USACE The NCDWQ must issue the 401 Certification before the USACE will issue the 404
Permit Written concurrence from the NCDWQ is not required if all conditions of the Section 401
Certification are met
The North Carolina Division of Land Resources (NCDLR) requires a sediment and erosion control
permit for land disturbing activities All sediment and erosion control plans must control surface
water run-off, limit the size of the area exposed at any one time, avoid increases in velocities of
storm water discharge, and identify on-site areas subject to severe erosion, as well as those adjacent
or nearby off-site areas that are especially vulnerable to damage from erosion and sedimentation
The NCDWQ requires that extended detention wetlands, bio-retention areas, and ponds followed
by forested filter strips be constructed as part of the stormwater management plan when work
occurs in watersheds within one mile and draining to 303(d) listed waters
3. Buffer Rules
The Neuse River Riparian Buffer Rule applies to 50-foot wide riparian buffers directly adjacent to
perennial and intermittent surface waters in the Neuse River Basin Thus rule does not apply to
portions of the riparian buffer where a use is existing and ongoing Any change in land use within
the riparian buffer is characterized as an impact The Nutrient Sensitive Waters Management
Strategy for the Protection and Maintenance of Riparian Buffers (15 A NCAC 2B 0233) provides a
designation for uses that cause impacts to riparian buffers within the Neuse Basin Neuse River
Buffers are divided into two zones Zone 1 includes the first 30 feet out from the water and
essentially must remain undisturbed Zone 2 consists of the landward 20 feet which must be
vegetated, but allows for certain land uses Grading and replanting in Zone 2 is allowed provided
that the health of the vegetation in Zone 1 is not compromised
Simple perpendicular bridge crossings are designated Allowable within the riparian buffer The
Allowable designation means that the intended uses may proceed within the riparian buffer provided
that there are no practical alternates Allowable with Mitigation buffer impacts for bridge
replacement projects are addressed when parallel impacts to jurisdictional waters occur Allowable
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and Allowable with Mitigation buffer impacts require written authorization from the Division of
Water Quality prior to project development The improvement of roadway approaches associated
with bridge replacement projects are categorized as Road Crossings and allowable when impacts are
equal to or less than 150 linear feet or one-third of an acre
Both proposed alternatives are expected to have both Allowable buffer impacts and Allowable with
Mitigation buffer impacts Riparian areas impacted within the buffer limits of the UT to Terrible
Creek are considered Allowable with Mitigation because the design will result in parallel
encroachment into buffers
Table 5 describes the anticipated Neuse River Riparian Buffer impacts for this bridge replacement
project, and Tables 6 and 7 depict the anticipated Neuse River Riparian Buffer Impacts by zone for
Terrible Creek and the Terrible Creek UT
Table 5. Estimated Neuse River Riparian Buffer Impacts (ft)
Proposed s Buffer Impacts _ Buffer Impacts .Allowable ° Total Neuse River
Alternatives, Allowable with Mitigations Buffer Impacts
Alternative B 7,257 10,097 17,354
Alternative C
(preferred)* 10,745 6,468 17 213
'
* Includes temporary detour bndge
Table 6. Estimated Terrible Creek Buffer Impacts by Zone (ft')
Proposed- ' - -
Buffer Impacts Allowable - - Buffet Impacts Allowable with
Alternatives _ K
Mitigation
r
Zone 1 Zone 2 Total Zone 1 Zone 2 Total
Alternative B 5,982 3,061 7,257 0 0 0
Alternative C 6,568 4,177 10
745 0 0 0
(preferred)* I ,
* Includes temporary detour bndge
Table 7. Estimated Terrible Creek UT Buffer Impacts by Zone (ft)
Proposed
Buffer Impacts Allowable Buffer Impacts
Allowable witli '' A
,- ,
Alternatives _NLtigation I"

Zone 1 Zone 2 Total Zone 1 Zone 2 Total
Alternative B 0 0 0 5,568 4,529 10,097
Alternative C 0 0 0 288 6
180 6 468
(preferred)* , '
* Includes temporary detour bndge
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4 Mitigation
Mitigation of wetland impacts has been defined by the Council on Environmental Quality to include
avoidance, minimization, and compensation These activities must be considered in sequential order
Avoidance examines all appropriate and practicable possibilities of averting impacts to Waters of the
U S It is not feasible for this roadway to completely avoid Terrible Creek and still meet the purpose
and need of the project I
Minimization includes the examination of appropriate and practicable steps to reduce adverse
impacts to waters of the U S All of the alternatives are minimizing the amount of in-stream impacts
by replacing the existing bridge with another bridge and not a culvert or pipe Both of the
alternatives propose bridges that are longer than the existing bridge, minimizing wetland and
floodplam impacts
Compensatory mitigation includes restoration, enhancement, creation, or preservation of wetland
and stream functions and values that are lost when these systems are converted to other uses The
USACE usually requires compensatory mitigation for activities authorized under Section 404 of the
Clean Water Act when unavoidable impacts total more than 0 10 acre of wetlands or 150 linear feet
of perennial or intermittent streams The NCDWQ may require compensatory mitigation for
activities authorized under Section 401 of the Clean Water Act for unavoidable impacts to more
than 10 acre of wetlands or more than 150 linear feet of perennial streams Final mitigation
determination rests with the USACE
Compensatory mitigation for permanent unpacts to wetlands will likely be required for both
alternatives No compensatory stream mitigation is anticipated Buffer mitigation will be required by
NCDWQ in accordance with Neuse River Buffer Rules A small amount of on-site wetland
mitigation may become available when the existing bridge is removed and the riparian area along
Terrible Creek is exposed This area should be graded to a similar elevation as the surrounding land,
whether it is upland or wetland
F. RARE AND PROTECTED SPECIES
Federal law (under the provisions of Section 7 of the Endangered Species Act [ESA] of 1973, as
amended) requires that any action likely to adversely affect a species classified as federally-protected
be subject to review by the USFWS Prohibited actions which may affect any species protected
under the ESA are outlined in Section 9 of the Act Other species may receive additional protection
under separate laws
The April 27, 2006 Wake County species list, compiled from the USFWS species list and the August
2006 NCNHP list, included one Federally Threatened M, and three Federally Endangered (E)
species Section F 1 provides a detailed description of each federally threatened and federally
endangered species listed for Wake County
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1. Federally Protected Species
Natural Heritage Program (NCNHP) maps were reviewed in February 2004, March 2005, and
August 2006 to determine if any protected species have been identified near the project study area
These map reviews confirmed that no species identified as Endangered or Threatened by the
USFWS have been identified within a two-mile radius of the project study area
Species which are listed, or are proposed for listing, as Endangered or Threatened are recorded in
Section 4 of the ESA Table 8 summarizes the status of each Threatened or Endangered species, and
species descriptions follow
Table 8. Threatened & Endangered Species Listed for Wake County, North Carolina
Common Name
Federal Listing , `
State Listing Biological
Sclent c Name
( ) Conclusion
Bald eagle Threatened (Proposed Threatened No Effect
Hahaeetus leucocephalus for dehstiing)
Red-cockaded
woodpecker Endangered Endangered No Effect
Pzcozdes borealis
Dwarf wedgemussel
May Affect, Not
Alasmzdonta heterodon Endangered Endangered Likely to Adversely
Affect
Michaux's sumac Endangered Endangered-Special No Effect
Rhus mzchauxzz Concern
Bald eagle (Hahaeetus leucocephalus)
Federal Status Threatened (Proposed for dehstmg)
State Status Threatened
The bald eagle is a very large bird of prey that ranges in size from 32 to 43 inches tall and has a
wingspan of more than six feet Adult body plumage is dark brown to chocolate-brown with a white
head and tail, while immature birds are brown and irregularly marked with white until their fourth
year They are primarily associated with large bodies of water where food is plentiful Eagle nests are
found in close proxinuty to water (usually within one-half mile) with a clear flight path to the water
Nests are often made in the largest living tree within the area, with an open view of the surrounding
land Human disturbance can cause nest abandonment Nests can be as large as six feet across and
are made of sticks and vegetation These platform nests may be used by the same breeding pair for
many years Breeding begins in December or January and the young remain in the nest at least 10
weeks after hatching Bald eagles eat mostly fish robbed from ospreys or picked up dead along
shorelines They may also capture small mammals such as rabbits, some birds, wounded ducks, and
carrion
Biological Conclusion: No Effect
T I P No B-4302
Page 16
Suitable habitat for bald eagles consisting of areas of open water does not exist in the project study
area or within a 1-mile radius of Bridge No 336 Proposed project construction is not expected to
impact this species
Red-cockaded woodpecker (Prcwdes borealis)
Federal Status Endangered
State Status Endangered
This bird is a small, 7 to 8-inch tall woodpecker with a black and white barred back and a
conspicuous large white cheek surrounded by a black cap, nape, and throat Males have a very small
red mark at the upper edge of the white cheek and just behind the eye The red-cockaded
woodpecker (RCW) is found in open pine forests in the southeastern United States The RCW uses
open old growth stands of southern pines, particularly longleaf pine, for foraging and nesting
habitat A forested stand optimally should contain at least 50 percent pine and lack a thick
understory The RCW is uruque among woodpeckers because it nests almost exclusively in living
pine trees These birds excavate nests in pines greater than 60 years old that are contiguous with pine
dominated, foraging habitat The foraging range of the RCW may extend 500 acres and must be
contiguous (separated by no more than 330 linear feet) with suitable nesting sites
Living pines infected with red-heart disease (Formes ping) are often selected for cavity excavation
because the inner heartwood is usually weakened Cavities are located from 12 to 100 feet above
ground level and below live branches These trees can be identified by "candles," a large
encrustation of conning sap that surrounds the tree Colonies consist of one to many of these candle
trees The RCW lays its eggs in April, May, and June, the eggs hatch approximately 10 to 12 days
later
Biological Conclusion. No Effect
Suitable habitat for the RCW consisting of open, mature stands of southern pines does not exist
within the project study area The pines that are present in the project study area are present in
hardwood dominated forests, are young (<30 years old), and the forests contain a thick understory
Proposed project construction is not expected to impact this species
T I P No B-4302
Page 17
Dwarf wedgemussel (Alasmrdonta heterodon)
Federal Status Endangered
State Status Endangered
The dwarf wedgemussel is relatively small, rarely exceeding 15 inches in length The shell's outer
surface is usually brown or yellowish brown in color, with faint green rays that are most noticeable
in young specimens Unlike some mussel species, the male and female shells differ slightly, with the
female being wider to allow greater space for egg development A distinguishing characteristic of this
mussel is its dentition pattern the right valve possesses two lateral teeth, while the left valve has
only one This trait is opposite of all other North American species having lateral teeth This mussel
inhabits creeks and rivers that have a slow to moderate current with a sand, gravel, or muddy bed
These streams must be nearly silt free in order to support dwarf wedgemussels
The dwarf wedgemussel is considered to be a long-term brooder, with gravid females reportedly
observed in fall months Like other freshwater mussels, this species' eggs are fertilized in the female
by sperm that are taken in through their siphons as they respire The eggs develop within the
female's gills into larvae (glochidia) The females later release these glochidia, which then attach to
the gills or fins of specific host fish species Based on anecdotal evidence, such as dates when gravid
females are present or absent, it appears that release of glocludia occurs primarily in April in North
Carolina While the USFWS notes that the host fish species is unknown, evidence indicates that an
anadromous fish which migrates from ocean waters to fresh waters for spawning may be the likely
host species However, recent research has confirmed at least three potential fish host species for
the dwarf wedgemussel in North Carolina the tessellated darter, Johnny darter, and mottled sculpin
These fish species are found in Atlantic coast drainages of North Carolina
Biological Conclusion: MayAffec4 NotLrkely to Adversely Affect
Suitable habitat for the dwarf wedgemussel consisting of nearly silt-free streams, with slow to
moderate currents is present within the project study area No mussel species were observed during
the natural resource assessment on February 24, 2004 A screening was conducted for the presence
of suitable habitat for the dwarf wedgemussel at the bridge site Suitable habitat for the dwarf
wedgemussel was confirmed, however, the only mussel species observed during the initial screening
were of the Elliptzo genus
A survey was conducted by qualified biologists on November 19, 2004 Terrible Creek was surveyed
from a point approximately 1,300 feet downstream of the project crossing to a point approximately
350 feet upstream Visual and tactile methods were used A total of 549 Ellzptzo spp were found
within the surveyed reach The majority were found in the upstream portion of the project area No
specimens of dwarf wedgemussel were located Given these results, it is unlikely that the dwarf
wedgemussel occurs within the surveyed reach of stream Project construction is not likely to
adversely affect this species In a letter dated April 13, 2006, the USFWS concurred that the
biological conclusion for this project is "may affect, not likely to adversely affect" A copy of the
USFWS concurrence letter is included in the Appendix
T I P No B-4302
Page 18
Michaux's sumac (Rhus mrchauxlr)
Federal Status Endangered
State Status Endangered - Special Concern
Michaux's sumac is a rhizomatous, densely hairy shrub, with erect stems from one to three feet in
height The compound leaves contain evenly serrated, oblong to lanceolate, acuminate leaflets Most
plants are urusexual, however, more recent observations have revealed plants with both male and
female flowers on one plant The flowers are small, borne in a terminal, erect, dense cluster, and
colored greenish yellow to white Flowering usually occurs from June to July, while the fruit, a red
drupe, is produced through the months of August to October Only 36 extant populations are
known, with 31 in North Carolina, three in Virginia, and two populations in Georgia
Mnchaux's sumac grows in sandy or rocky open woods in association with basic soils It spreads by
producing cloning shoots from the roots of mature plants Apparently, this plant survives best in
areas where some form of periodic disturbance provides open areas At least twelve of the plant's
populations in North Carolina are on highway rights-of way, roadsides, or on the edges of artificially
maintained clearings
Biological Conclusion: No Effect
Suitable habitat for Michaux's sumac consisting of sandy or rocky open woods is present in the
southern portion of the project study area A plant-by-plant survey for Michaux's sumac was
conducted within the project study area on June 1, 2004 and an additional survey was conducted on
June 9, 2006 No individuals were observed in either survey
2. Federal Species of Concern
The USFWS lists 12 Federal Species of Concern (FSC) that are known to occur in Wake County
Federal Species of Concern (FSC) are not legally protected under the Endangered Species Act and
are not subject to any of its provisions, including Section 7 Species designated as FSC are defined
as taxa which may or may not be listed in the future These species were formerly Candidate 2 (C2)
species or species under consideration for hstnng for which there is insufficient information to
support listing
Species identified as Endangered, Threatened, or Special Concern (SC) by the state of North
Carolina are afforded state protection under the State Endangered Species Act and the North
Carolina Plant Protection and Conservation Act of 1979 Wake County FSCs per the August 2006
NCNHP database, their state status, and the existence of suitable habitat within the project study
area are shown in Table 9
T I P No B-4302
Page 19
Table 9. Federal Species of Concern, State Status, and Potential Habitat
Common Name _

s Scientific Name

-
State Status
Potential
Habitat
Southeastern myotis Myotzs austmnpanus SC Yes
Bachman's sparrow Azmopbzla aestzvalzs SC No
Roanoke bass Ambloplztes cavzfrons SR No
Southern hognose snake* Heterodon szmus SC No
Atlantic pigtoe Fusconaza masonz E Yes
Green floater Lasmzgona submndzs E Yes
Yellow lance Ellzptzo lanceolata E Yes
Bog spicebush Landera subconacea T No
Virginia, least trillium Tnllzum puszllum vat mgznzanum E No
Sweet pinesap Monotrvpszs odorata SR-T No
Grassleaf arrowhead Sagzttana zveatberbzana SR-T Yes
Carolina madtom Noturus funosus SC (PT) Yes
Notes
SC-Special Concern, PT-Proposed Threatened, SR-Significantly Rare, E-Endangered, -T-Throughout,
*-Historic Record, T-Threatened
On occasion, NCNHP records differ from USFWS records Sometimes a species may be listed by
one agency and not the other, or there may be discrepancies in whether the species record is
considered Historic or Obscure The USFWS hsting is deferred to in this report for species spellings
and listings as FSCs
3 Summary of Anticipated Impacts
The primary environmental constraints are the wetlands throughout the central and northwestern
portions of the project study area, and an intermittent stream northwest of Bridge No 336
Alternative B proposes to impact jurisdictional wetlands with a bridge on new location
approximately 20 feet upstream of the existing Bridge No 336 The bridge associated with
Alternative B is approximately 25 feet longer than the bridge proposed for Alternative C The
wetland impacts are not minor and would require compensatory mitigation Additionally,
approximately 10,097 fe of the total Neuse River Riparian Buffer impacts (17,354 ft2) willrequire
mitigation due to the parallel impacts associated with the UT to Terrible Creek Wetland mitigation
may be a feasible option with this alternative once the existing bridge is removed
Alternative C proposes to impact jurisdictional wetlands with the replacement of Bridge No 336 at
existing location, and the construction of a temporary on-site detour approximately 40 feet upstream
(west) of the existing Bridge No 336 The permanent bridge end bents are proposed to be
reconstructed approximately 30 feet away from the stream on the southern side of Terrible Creek
and approximately 10 feet away from the stream on the northern side of Terrible Creek The
impacts to wetlands from the construction of the on-site detour are substantial and compensatory
T I P No B-4302
Page 20
nrutigation will be required In addition, approximately 6,468 ft2 of the total Neuse Rtver Riparian
Buffer impacts (17,213 ft`) will require tmtigation due to the parallel impacts associated with the UT
to Terrible Creek Restoration of the wetland impacts associated with the temporary detour bridge
will be required, however, the amount and ratios of wetland mitigation will need to be determined
VI. CULTURAL RESOURCES
A. COMPLIANCE GUIDELINES
This project is subject to compliance with Section 106 of the National Historic Preservation Act of
1966, as amended, and implemented by the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106, codified at 36 CFR Part 800 Section 106 requires federal agencies
to take into account the effect of their undertakings (federally funded, licensed, or permitted) on
properties listed in or eligible for the National Register of Historic Places, and to afford the
Advisory Council on Historic Preservation a reasonable opportunity to comment on such
undertakings
B. HISTORIC ARCHITECTURE
A field survey of the Area of Potential Effects (APE) was conducted by the NCDOT Historic
Architecture Group in January 2004 All properties over fifty years of age were identified and
evaluated according to the National Register of Historic Places criteria for eligibility A Historic
Architectural Resources Survey Report was prepared for the project and submitted to the State
Historic Preservation Office (HPO) on March 26, 2004 In that report, NCDOT determined that
the Jones Johnson-Ballentine Historic District (listed on the National Register in 1989) is no longer
eligible as a district because a loss of integrity Instead, NCDOT recommended that the Jones-
Johnson Farm (once a part of the chstrict) is eligible by itself with significance in agriculture and
architecture On July 12, 2004, the HPO concurred with this finding and also agreed that Bridge
No 336 is not eligible for the National Register A copy of this memo is provided in the Appendix
Additionally, the Jones Johnson Farm is a logically-designated Historic Landmark according to the
Wake County Historic Properties Commission
Architectural historians from NCDOT met with FHWA and HPO on August 30, 2004 to discuss
the effects of the proposed project on the Jones Johnson Farm At that meeting, all parties
concurred that Alternatives A, B, and C would result in a No Adverse Effect on the Jones Johnson
Farm However, Alternative B would require a Certificate of Appropriateness from the Wake
County Historic Properties Commission A copy of this form is in the Appendix
C. ARCHAEOLOGY
The HPO, in a memorandum dated March 4, 2004, recommended that "no archaeological
investigation be conducted in connection with this project " A copy of the HPO memorandum is
included in the Appendix
T I P No B-4302
Page 21
VII. ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact Replacement of the functionally obsolete
bridge and structurally deficient bridge will result in safer traffic operations
The project is a Federal "Categorical Exclusion" because of its limited scope and lack of substantial
environmental consequences
The bridge replacement will not have an adverse effect on the quality of the human or natural
environment with the use of current NCDOT standards and specifications
The project is not in conflict with any plan, existing land use, or zoning regulation No substantial
change in land use is expected to result from construction of the project
No adverse impact on families or communities is anticipated Right-of-way acquisition will be
limited No relocations of residents or businesses are expected with implementation of the preferred
alternative
In compliance with Executive Order 12898 (Federal Actions to Address Environmental Justice in
Minority Populations and Low-Income Populations) a review was conducted to determine whether
minority or low-income populations were receiving disproportionately lugh and adverse human
health or environmental impacts as a result of this project The investigation determined the project
would not disproportionately impact any minority or low-income populations
No adverse effect on public facilities or services is anticipated The project is not expected to
adversely affect social, economic, or religious opportunities in the area
There are no publicly owned recreational facilities, or wildlife and waterfowl refuges of national,
state, or local significance in the vicinity of the project
The Farmland Protection Policy Act requires all federal agencies or their representatives to consider
the potential impacts to prune and important farmland soils by all land acquisition and construction
projects Prune and important farmland soils are defined by the Natural Resources Conservation
Service (MRCS) Since the proposed bridge will be replaced at the existing location the Farmland
Protection Policy does not apply
The purpose of this project is to replace Bridge No 336 by constructing a new structure This
project will not result in any meaningful changes in traffic volumes, vehicle mix, location of the
existing facility, or any other factor that would cause an increase in emissions impacts relative to the
no-build alternative As such, FHWA has determined that this project will generate minimal air
quality impacts for Clean Air Act criteria pollutants and has not been linked with any special MSAT
concerns Consequently, this effort is exempt from analysis for MSATs
EPA regulations for vehicle engines and fuels will cause overall MSATs to decline significantly over
the next 20 years FHWA predicts MSATs will decline in the range of 57 percent to 87 percent,
from 2000 to 2020, based on regulations now in effect, even with a projected 64 percent increase in
vehicle miles traveled (VMT) Therefore, both the background level of MSATs and the possibility
of even minor MSAT emissions from this project will be reduced
T I P No B-4302
Page 22
The project is located in Wake County, which is within the Raleigh-Durham-Chapel Hill non-
attainment area for ozone (03) and the Raleigh Durham nonattauunent area for carbon monoxide
(CO) as defined by the EPA The 1990 Clean Air Act Amendments (CAAA) designated these areas
as moderate nonattauument area for CO However, due to unproved monitoring data, these areas
were redesignated as maintenance for COs on September 18, 1995 The area was designated
nonattauument for 03 under the eight-hour ozone standard effective June 15, 2004 Section 176(c)
of the CAAA requires that transportation plans, programs, and projects conform to the intent of the
state air quality implementation plan (SIP) The current SIP does not contain any transportation
control measures for Wake County The Capital Area Metropolitan Planning Organization 2030
Long Range Transportation Improvement Program (LRTP) and the 2006-2012 Metropolitan
Transportation Improvement Program (MTIP) conform to the intent of the SIP The USDOT
made a conformity determination on the LRTP on 6/15/05 and the MTIP on 11/14/05 The
current conformity determination is consistent with the final conformity rule found in 40 CFR Parts
51 and 93 There are no significant changes in the project's design concept or scope, as used in the
conformity analysis
The traffic volumes will not increase or decrease because of this project There are no receptors
located in the immediate project area The project's impact on noise and air quality will not be
substantial
Noise levels could increase during construction but will be temporary This evaluation completes the
assessment requirements for highway traffic noise (23 CFR Part 772) and for air quality (1990
CAAA and NEPA) and no additional reports are required
An examination of records at the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, Groundwater Section and the North Carolina Division of
Solid Waste Management revealed no hazardous waste sites in the project area A field
reconnaissance survey was performed and no underground storage tank (UST) sites were found
within the project area If any unregulated USTs or any potential source of contamination is
discovered during right-of-way initial contacts with impacted property owners, then an assessment
will be conducted to determine the extent of any contamination at that time
The drainage area of Terrible Creek at the proposed crossings is 3 18 square miles Wake County is
currently participating in the National Flood Insurance Program This crossing of Terrible Creek is
located in FEMA Special Flood Hazard Zone AE This reach of stream is in a detailed study with a
published floodway A flood insurance rate map is provided in Figure 5 The published 100-year
base flood appears to overtop the existing roadway Proposed encroachments in the floodplann and
floodway could result in a Floodway Modification if a "No Impact" certification can not be
obtained The likelihood of obtaining a "No Impact" certification would be greatly increased if the
proposed roadway grade closely matches that of the existing roadway overtopping grade Further
detailed analysis during final design will be required to adequately address all the impacts associated
with the floodplam
On the basis of the above discussion, it is concluded that no substantial adverse environmental
effects will result from implementation of the project
T I P No B-4302
Page 23
VIII. PUBLIC INVOLVEMENT
Efforts were undertaken early in the planning process to contact local officials to involve them in
the project development with scopmg letters Scopmg letters were also sent to various agencies
A Citizens Informational Workshop was held on August 16, 2004 in the media center of Ballentine
Elementary School This workshop was an open-house format where citizens dropped in to ask
questions and voice their concerns A display of Alternatives A, B, and C and other project related
handouts were available for viewing Four citizens attended the workshop and two comments sheets
were received Comments received included
1 Alternative B was the preferred alternative
2 Improve the grade on the bridge and approach
3 Do not close the roadway at anytime
4 A left turn lane is need onto Randall Farm Road
5 Detour route on N Main and Johnson Pond Road would be very dangerous
6 Road has flooded several tines at bridge since Hurricane Fran
An informational newsletter was sent to area residents and appropriate officials in February 2007
identifying Alternative C as the preferred alternative
IX. AGENCY COMMENTS
The NC Wildlife Resource Commission, in a standardized letter, stated that they prefer the bridge be
replaced with a bridge
Response The preferred alternative is a bridge
The Town of Fuquay-Varna Board of Commissioners, in a September 7, 2004 meeting,
recommended Alternative B for the following reasons
Due to the amount of traffic that travels on Sunset Lake Road, the Town does not favor a
detour using other streets and thoroughfares Sunset Lake Road is a major thoroughfare for
north and south bound traffic and to funnel traffic onto Broad Street (NC 55), Stewart
Street or Johnson Pond Road will create major traffic congestion on these roads that already
experience traffic problems and delays With the exception of Broad Street, which is being
improved, Stewart Street and Johnson Road are not adequately designed to handle the
additional traffic that would result from the closing of the bridge on Sunset Lake Road In
addition, NCDOT is also planning to replace the Wake Chapel Road and bridge across the
railroad tracks, which will require an off-site traffic detour The Town would not want both
bridges closed with off-site detours at the same time This situation would instantly create a
traffic 'bottleneck' The Town request that the bridge replacement on Sunset Lake Road be
constructed on a schedule that will not conflict with the Wake Chapel Road bridge
replacement
Response The off-site detour (Alternative A) was removed from further consideration The
Wake Chapel Road bridge has been completed
T I P No B-4302
Page 24
2 Emergency service response time is a concern for fire and police with the Ballentine
Elementary School on the north side of Terrible Creek If the bridge is closed completely
the response time would be greatly increased for emergency services to address any
emergency in a timely manner
Response The off-site detour (Alternative A) was removed from further consideration
3 An important factor for the Town is the ability to have a safe approach to and from the
bridge The alignment of Sunset Lake Road on either side of the bridge is not the best for
traffic movement crossing the bridge With the replacement of the bridge a better alignment
and raising the bridge several feet would improve the safety of traffic crossing the bridge
Response The grade for Alternative C (preferred) will be raised approximately five feet for a
proposed design speed of 50 mph The approach from the south will transition from two
lanes to three lanes at the bridge and provide 12-foot lanes with 8-foot shoulders, including
four-foot paved shoulders The roadway north of the bridge will provide three 12-foot wide
lanes with two-foot curb and gutter
All other agency comments were addressed elsewhere in this document Letters are included in the
Appendix
T I P No B-4302
Page 25
X. SECTION 4(F) OF THE DEPARTMENT OF TRANSPORTATION ACT OF 1 966
Part 23 CFR 771 135 Section 4(o (49 U S C 303) states that "The Administrator may not approve
the use of land from a significant publicly owned public park, recreation area, or wildlife and
waterfowl refuge, or any significant historic site unless a determination is made that
(1) There is no feasible and prudent alternative to the use of land from the property, and
(u) The action includes all possible planning to n nimize harm to the property resulting
from such use "
Two build alternatives were studied for this project They are described below
Alternative B replaces the bridge on new alignment west of the existing structure During
construction, traffic will be maintained on the existing bridge Alternative B is not recommended
because of higher permanent impacts to wetlands and Neuse River Riparian Buffers
Alternative C (preferred) replaces the bridge at the existing location During construction, traffic
will be maintained with an on-site detour west of the existing bridge Alternative C was selected
because it has the estimated lowest permanent impact to wetlands and Neuse River Basin Riparian
Buffers
Additional alternatives that were not considered feasible include the following
The "Do Nothing" alternative will eventually necessitate closure of the bridge This is not
desirable because of the traffic service provided by SR 1301 and Bridge No 336
An alternative with an off-site detour route (Alternative A) The detour would follow SR 1407
(Whitted Road), SR 1404 Qohnson Pond Road), and US 401 (North Main Street) This
alternative is not considered feasible because of the high traffic volumes that would be
detoured, the high road user cost associated with the off-site detour, emergency management
vehicle delays, and the high number of bus crossings each day
• Investigation of the existing structure by the Bridge Maintenance Unit indicates that
"rehabilitation" of this bridge is not feasible because of its age and deteriorated condition
• Alternatives east of the existing bridge were not considered feasible because of not being able to
maintain the desired design speed and insufficient site distance due to the curve needed
• Staged construction of the proposed bridge was evaluated, but complications associated with
raising the grade and maintaining traffic on-site made this option unfeasible
In accordance with the criteria set forth in the Federal Register December 23, 1986, the following
Programmatic Section 4W for Minor Involvements with Historic Sites evaluation was prepared
In a memorandum dated July 12, 2004, the HPO concurred that the Jones Johnson Farm,
on the east side of SR 1301 and south of Terrible Creek, is eligible for the National Register
under Criteria A Agriculture and Commerce, and C Architecture as an intact farm complex
T I P No B-4302
Page 26
The farm is comprised of 80 acres and has been in continuous use as a farm since the
eighteenth century '
The HPO concurred that the Jones Johnson-Ballentme Historic District, is listed in the
National Register but is no longer eligible as a district for this status because of loss of
integrity The HPO also concurred that Bridge No 336 is not eligible for listing in the
National Register
Since the project meets the criteria set forth in the Federal Register (December 23, 1986), a
programmatic Section 4(f) evaluation satisfies the requirements of Section 4(f)
The following alternatives, which avoid use of the historic site, have been fully evaluated (1) no-
build, (2) rehabilitation of the existing bridge These alternatives were not found to be feasible and
prudent
All possible planting to minimize harm to the historic site has been performed as an integral part of
this project In a concurrence form dated August 30, 2004, the HPO concurred that there is an
effect on the National Register-eligible property if Alternative B is constructed The HPO concurred
that there will be no effect on the National Register-eligible property for Alternative C The
approved Final Nationwide Section 4(0 Evaluation and Approval for Federally-Aided Highway
Projects with Minor Involvement with Historic Sites as follows
T I P No B-4302
Page 27
NORTH CAROLINA DIVISION
FINAL NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL
FOR FEDERALLY-AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENTS WITH
HISTORIC SITES
F A Project
State Project
TIPNo
DESCRIPTION
BRZ-1301(2)
82409601
B-4302
Replace Bridge No 336 on SR 1301 (Sunset Lake Road) over Terrible Creek in Wake County
YES NO
1 Is the proposed project designed to unprove the
operational characteristics, safety, and/or physical
condition of the existing highway facility on essentially
the same ahgnment? -x
2 Is the project on new location? F? _
3 Is the historic site adjacent to the existing highway? x_
4 Does the project require the removal or alteration
of historic buildings, structures, or objects?
5 Does the project disturb or remove archaeological
resources wluch are important to preserve in place
rather than to recover for archaeological research? _
6 a Is the impact on the Section 4(f) site considered
minor (1 e no effect, no adverse effect)? X
b If the project is determined to have "no adverse
effect" on the historic site, does the Advisory Council
on Historic Preservation object to the determination
of "no adverse effect"? _ X
7 Has the SHPO agreed, in writing, with the assessment
F1
of impacts and the proposed rnittgation? X
T I P No B-4302
Page 28

8 Does the project require the preparation of an EIS? F-I X_
ALTERNATIVES CONSIDERED AND FOUND NOT TO BE FEASIBLE AND PRUDENT
The following alternatives were evaluated and found not to be feasible
and prudent
YES NO
1 Do noffimg
Does the "no build" alternative
(a) correct capacity deficiencies? F]
or (b) correct existing safety hazards? F-I X
or (c) correct deteriorated conditions? F _X
and (d) create a cost or impact of extraordinary measure F-I X
2 Improve the hiehwav without using the adiacent
historic site
(a) Have minor alignment shifts, changes in standards,
use of retaining walls, etc, or traffic management
measures been evaluated? X
(b) The items in 2(a) would result in
(circle, as appropriate)
ii) substantial adverse environmental impacts
or (u) substantial increased costs
or (m) unique engineering, transportation,
maintenance, or safety problems
or (i`- substantial social, environmental, or
economic impacts
or (v) a project which does not meet the need
or impacts, costs, or problems which are of
extraordinary magnitude
T I P No B-4302
Page 29
Yes No
3 Build an unproved facility on new location without
using the historic site X F]
(a) An alternate on new location would result in
(circle, as appropriate)
(i) a project which does not solve the
existing problems
or ?u) substantial social, environmental, or
economic impacts
or (ui a substantial increase in project cost
or engineering difficulties
and G such impacts, costs, or difficulties of
truly unusual or unique or extraordinary
magrutude
MINIMIZATION OF HARM
Yes No
1 The project includes all possible planning to minimize
harm necessary to preserve the historic integrity of the
site
2 Measures to minimize harm have been agreed to, in
accordance with 36 CFR Part 800, by the FHWA, ' _
the SHPO, and as appropriate, the ACHP
3 Specific measures to minimize harm are described as follows
Replacing the bridge on new alignment north of the existing bridge while
maintaining traffic on the existing structure
Note Any response in a box requires additional information prior to approval Consult
Nationwide 4(f) evaluation
T I P No B-4302
Page 30
COORDINATION
The proposed project has been coordinated with the following (attach correspondence)
a State Historic Preservation Officer x
b Advisory Council on Historic Preservation
c Property owner X
d Local/State/Federal Agencies x
e US Coast Guard
(for bridges requiring bridge perrmts)
SUMMARY AND APPROVAL
The project meets all criteria included in the programmatic 4(f) evaluation approved on December 23,
1986
All required alternatives have been evaluated and the findings made are clearly applicable to this
project There are no feasible and prudent alternatives to the use of the historic site
The project includes all possible planning to minimize harm, and the measures to minimize harm will
be incorporated in the project
All appropriate coordination has been successfully completed with local and state agencies
Approved
An-viro
*Date tal Management Director
roject Development and Environmental Analysis Branch, NCDOT
a e ?° Division Admuustrator
/a FHWA
T I P No B-4302
Page 31

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BRIDGE NO 336 ON SR 1301
OVER TERRIBLE CREEK
B-43132
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w
E 14T OF ry?iy? United States Department of the Interior
o FISH AND WILDLIFE SERVICE
? a
Raleigh Field Office
_ Post Office Box 33726
?4RCH 1 ,e'9 Raleigh. North Carolma 27636.3726
June 17, 2004
Harold Brady
Mulkey Engineers & Consultants
P O Box 33127
Raleigh, NC 27636
Dear Mr Brady
This letter is in response to your letter of June 7, 2004 which provided the U S Fish and Wildlife
Service (Service) with the biological determination of the North Carolina Department of
Transportation that the replacement of Bridge No. 336 on SR 1301 over Ternble Creek in Wake
County (TIP No B-4302) may affect, but is not likely to adversely affect the federally
endangered Michaux's sumac (Rhus micha=z) These comments are provided in accordance
with section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S C. 1531-
1543)
According to the information you submitted, a plant survey was conducted at the project site on
June 1, 2004 No specimens of Michaux's sumac were observed. Based on the information
provided and other information available, the Service concurs with your determination that the
proposed bridge replacement may affect, but is not likely to adversely affect Michaux's sumac
We believe that the requirements of section 7(a)(2) of the ESA have been satisfied for this
species We remind you that obligations under section 7 consultation must be reconsidered if
(1) new information reveals unpacts of this identified action that may affect listed species or
critical habitat in a manner not previously considered in this review; (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat determined that may be affected by this identified action.
The Service appreciates the opportunity to review this project If you have any questions
regarding our response, please contact Mr Gary Jordan at [phone] (Ext 32)
Sincerely,
Garland B Pardue, Ph D
Ecological Services Supervisor
cc Eric Alsmeyer, USACE, Raleigh, NC
Nicole Thomson, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
Q??E"T °` ryF United States Department of the Interior
??C El
H s FISH AND WILDLIFE SERVICE
Mcigh Hold Office
Post Office Bar 93726
?9 Raleigh, North Carohna 27636.9726 rn F?$ 20 2"04
Cx 3 ?0 b
February 18, 2004 0 onJ-^ioq CF
pyct`t,T HrGHVyAYS
?F??r YELQP??????
Gregory J. Thorpe, Ph D
North Carolina Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe'
This letter is m response to your request for comments from the U S. Fish and Wildlife Service
(Service) on the potential environmental =parts of the proposed replacement of the following
ten bridges
B-4002, Alamance County, Bridge No. 96 on SR 2116 over Meadow Creek
• B-4063, Chatham County, Bridge No 20 on NC 902 over Sandy Branch
• B-4109, Durham County, Bridge No. 120 on SR 1303 over Mud Creek
• B-4216, Orange County, Bridge No. 66 on SR 1002 over Strouds Creek
• B-4300, Wake County, Bridge No. 29 on SR 1007 over Clarks Creek
• B-4301, Wake County, Bridge No. 229 on Sit 1007 over Poplar Creek
• B-4302, Wake County, Bridge No 336 on SR 1301 over Terrible Creek
• B-4303, Wake County, Bridge No. 102 on SR 1844 over Lower Barton Creek
• B-4304, Wake County, Bridge No. 143 on SR 2217 over Beaver Dam Creek
• B-4.592, Orange County, Bridge No 64 on SR 1561 over Eno River
These comments provide scopmg information in accordance with provisions of the Fish and
Wildlife Coordination Act (16 U S.C 661-667d) and section 7 of the Endangered Species Act
(ESA) of 1973, as amended (16 U S.C. 1531-1543)
For bridge replacement projects, the Service recommends the following general conservation
measures to avoid or minimize environmental impacts to fish and wildlife resources:
1. Wetland, forest and designated riparian buffer impacts should be avoided and minimized
to the maximum extent practical,
2 If unavoidable wetland impacts are proposed, every effort should be made to identify
compensatorymitigation sites in advance Project planning should include a detailed
compensatory mitigation plan for offsetting unavoidable wetland impacts Opportunities
to protect mitigation areas in perpetuity via conservation easements, land trusts or by
other means should be explored at the outset,
Off-site detours should be used rather than construction of temporary, on-site bridges
For projects requiring an on-site detour in wetlands or open water, such detours should be
aligned along the side of the existing structure which has the least and/or least quality of
fish and wildlife habitat At the completion of construction, the detour area should be
entirely removed and the impacted areas be planted with appropriate vegetation, including
trees if necessary,
4 Wherever appropriate, construction in sensitive areas should occur outside fish spawning
and migratory bird nesting seasons In waterways that may serve as travel corridors for
fish, in-water work should be avoided during moratorium periods associated with
riugration, spawning and sensitive pre-adult life stages The general moratorium period
for anadromous fish is February 15 - June 30,
5 New bridges should be long enough to allow for sufficient wildlife passage along stream
corridors,
6 Best Management Practices (BMP) for Protection of Surface Waters should be
implemented, -
7 Bridge designs should include provisions for roadbed and deck drainage to flow through a
vegetated buffer prior to reaching the affected stream This buffer should be large enough
to alleviate any potential effects from run-off of storm water and pollutants,
8 The bridge designs should not alter the natural stream and stream-bank morphology or
impede fish passage To the extent possible, piers and bents should be placed outside the
bank-fullwidth of the stream,
9 Bridges and approaches should be designed to avoid any fill that will result in damming
or constriction of the channel or flood plain If spanning the flood plain is not feasible,
culverts should be installed in the flood plain portion of the approach to restore some of
the hydrological f inetions of the flood plain and reduce high velocities of flood waters
within the affected area.
A list of federally protected species for each county in North Carolina can be found at http //nc-
es.fws gov/es/countyfr html Additional mformahon about the habitats in which each species is
often found can also be found at http //endangered fws aov Please note, the use of the North
Carolina Natural Heritage Program data should not be substituted for actual field surveys if
suitable habitat occurs near the project site If suitable habitat exists in the project area, we
recommend that biological surveys for the listed species be conducted and submitted to us for
review All survey documentation must include survey methodologies and results
We reserve the right to review any federal pemuts that may be required for these projects, at the
public notice stage Therefore, it is important that resource agency coordination occur early in
the planning process in order to resolve any conflicts that may anse and minimize delays in
project implementation in addition to the above guidance, we recommend that the
environmental documentation for these projects include the following in sufficient detail to
facilitate a thorough review of the action-
A clearly defined and detailed purpose and need for the proposed project,
2 A description of the proposed action with an analysis of all alternatives being considered,
including the "no action" alternative;
3 A description of the fish and wildlife resources, and their habitats, within the project
impact area that may be directly or indirectly affected,
4, The extent and acreage of waters of the U S., including wetlands, that are to be impacted
by filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be
differentiated by habitat type based on the wetland classifncaton scheme of the National
Wetlands Inventory (NM). Wetland boundanes should be determined by using the 1987
C=s of Engineers Wetlands Delineation Manual and verified by the U S. Army Corps of
Engineers;
5. The anticipated environmental impacts, both temporary and permanent, that would be
likely to occur as a direct result of the proposed project The assessment should also
include the extent to which the proposed project would result in secondary impacts to
natural resources, and how this and similar projects contribute to cumulative adverse
effects;
Design features and construction techniques which would be employed to avoid or
mm. . e the fragmentation or direct loss of wildlife habitat and waters of the US;
7. If unavoidable wetland impacts are proposed, project planning should include a detailed
compensatory mitigation plan for offsetting the unavoidable impacts.
The Service appreciates the opportunity to comment on these projects. Please continue to advise
us during the progression of the planning process, including your official determination of the
impacts of this project. If you have any questions regarding our response, please contact Mr
Gary Jordan at [phone], ext. 32
Sincerely,
4;L 6 I.,Aj
Garland B. Pardue, Ph.D.
Ecological Services Supervisor
cc Eric Alsmeyer, USACE, Raleigh, NC
John Thomas, USACE, Raleigh, NC
Richard Spencer, USACE, Wilmington, NC
John Hennessy, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris M&htscher, USEPA, Raleigh, NC
RECEIVED
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Apnl 13, 2006
Gregory J Thorpe, PhD
North Carolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Derr Dr Thorne
APR 20 2046
MK O OGMAYS
WOM OF NA ONFOW
This letter is in response to your letter of April 5, 2006 which provided the U.S Fish and Wildlife Service
(Service) with the biological determination of the North Carolina Department of Transportation
(NCDOT) that the replacement of Bndge No 336 on SR 1301 over Terrible Creek in Wake County (TIP
No B-4302) may affect, but is not likely to adversely affect the federally endangered dwarf wedgemussel
(Alasnudonta heterodon). In addition, NCDOT has determined that the project will have no effect on the
federally protected bald eagle (Hahaeetus leucocephalus), red-cockaded woodpecker (Picoides borealis)
and M ichaux's sumac (Rhin michauxu) These comments are provided in accordance with section 7 of
the Endangered Species Act (ESA) of 1973, as amended (16 U S C 1531-1543)
According to information provided, a mussel survey was conducted at the project site on November 19,
2004. The survey extended 100 meters upstream and 400 meters downstream of SR 1301 No dwarf
wedgeinussels were found. Based on the information provided and other information available, the
Service concurs with your determination that the proposed bridge replacement may affect, but is not
likely to adversely affect the dwarf wedgemussel Due to the lack of habitat, the Service concurs with
your determination that the project will have no effect on the bald eagle and red-cockaded woodpecker
In addition, based on information provided to the Service in June 2004, the Service concurs that the
project will have no effect on Michaux's sumac We believe that the requtrements of section 7(a)(2) of
the ESA have been satisfied We remind you that obligations under section 7 consultation must be
reconsidered if (1) new information reveals impacts of this identified action that may affect listed species
or cntical habitat in a manner not previously considered in this review, (2) this action is subsequently
riCxii led m a manner that was not considered m this re'v'iew, or (.'?) a new species is hstr-d or cr;ncai
habitat determined that may be affected by this identified action
The Service appreciates the opportunity to review this project. If you have any questions regarding our
response, please contact Mr Gary Jordan at [phone] (Ext. 32).
Sincerely,
?4-
Eeoe Ben min
10Services Supervisor
cc Ene Alsmeyer, USACE, Paleigh, NC
Nicole Thomson, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
John Sullivan, FHwA, Raleigh, NC
dfp
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7)
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Pete Benjamin
US Fish and Wildlife Service
PO Box 33726
Raleigh, NC 27636-3726
LYNDo T>PPETT
SECRETARY
April 5, 2006
Subject: Biological Concurrence Request for the proposed replacement of Bridge No
336 over Terrible Creek on SR 1301, Wake County-, Federal Aid Project No
BRZ-1301 (1), State Protect No 8 2409601, WBS Element 336391 1,
Division 5, TIP No B-4302
Dear Sir
The purpose of this letter is to summarize federally protected species surveys to date and to
request concurrence from the U S. Fish and Wildlife Service (USFWS) pursuant to Section 7 of
the Endangered Species Act, as amended (16 U S.C 1531 et seq) (ESA).
The Natural Resource Technical Report (NRTR) for this project was completed in September
2004 The USFWS website (updated March 14, 2006) and the March 8, 2006 list of endangered
and threatened species for Wake County consists of the bald eagle (Hahaeetus leucocephalus),
red-cockaded woodpecker (RCW) (Pico:des borealis), Michaux's sumac (Rhus michauxii), and
the dwarf wedgemussel (Alasmldonta heterodon)
Biological conclusions of "No Effect" were found for both the red-cockaded woodpecker and the
bald eagle There is no suitable habitat for the RCW within the project area. The North Carolina
Natural Heritage Program (NCNHP) database confirmed that no RCWs have been identified
within a 2-mile radius There is no suitable habitat within 1-mile of the project area for the bald
eagle The NCNHP database confirmed that no bald eagles have been identified within 1-mile of
the project study area.
USFWS issued a letter of concurrence for the biological conclusion of "May affect, not likely to
adversely affect" for Michaux's sumac on June 17, 2004 However, due to a change in _
- - " - -femmnology; tfie bio1ogia conclusion fot I?ichaux?s sumac as been changed to "No Effect"
The most recent survey completed for Michaux's sumac was June 1, 2004 The project area does
have suitable habitat for the Michaux's sumac, however, no species were found during the site
"UNG ADDRESS TELEpmoNE 919-7151334 or LOCATION
NO DEPAKrw- !r O,- TRAN5PORT mm 919-715-1335 PARKER LDr„OLN SuLDm
PRO,ECT DEVELOPLEW AND ENVIRONN:ENTAL ANALYSIS 2728 CAPTrAL BLVD $L11TE 240
NAMUL
E
UNIT FAX [phone] RALEMH NC 27604
159B MAC SERVICE E CE C
1598
NTER
RALE16N NO 27699-1598 WESSITE WWW NCDOT ORG
visit. Additional surveys will be performed during the appropriate survey window (May-
October) prior to the project let date.
Surveys for the dwarf wedgemussel were performed within the project area on November 19,
2004 by biologists from the Cantena Group and NCDOT No dwarf wedgemussels were found
and a biological conclusion of "May affect, not likely to adversely affect" was issued (see
attached report) The project crossing is located between a pond, located 2-miles upstream, and
an impounded beaver area of the creek. The upstream portion habitat consisted of patches of
coarse sand and gravel. However, beaver dams constructed in the downstream portion created a
slack-water habitat dominated by silt and muck substrates.
A total of 9 person hours of survey time were spent actively surveying for freshwater mussels
from a point approximately 400-meters downstream and 100-meters upstream using visual and
tactile methods. Terrible Creek does support freshwater mussels, a total of 549 elliptio mussels
(Ellipao spp) were found within the survey area. The majority of those were found in the
upstream portion of the project area and the number of mussels steadily decreased as the habitat
declined the further one surveyed below the bridge
Dwarf wedgemussels have never been found in Terrible Creek. One was found 15 years ago, 15
miles downstream of the proposed bridge, in Middle Creek (to wlvch Terrible Cr. flows)
According to NCNHP and North Carolina Wildlife Resource records, no dwarf wedgemussels
have been identified within 1-mile of the project study area. While Terrible Creek does support
freshwater mussels, considering the habitat conditions and the survey results it is unlikely that the
dwarf wedgemussel occurs within the surveyed portion of Terrible Creek. Therefore, a
biological conclusion of "May affect, not likely to adversely affect," has been given
The USFWS listing of protected species and current Biological Conclusions are listed in the
following table.
Federally Protected Species for Randolph County
,t. D?L1IIloIL'? Clell l` 3
.
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Bald Eagle Hahaele Threatened No No Effect
leucoce halus
Red-cockaded Picoides Endangered No No Effect
woodpecker borealis
Michaux's Rhus michauxii Endangered Yes No Effect
sumac
Dwarf Alasmidonta Endangered Yes May affect, not likely to
wedgemussel heterodon - adversely affect
Based on our surveys, the project area does not contam any federally listed species known to
occur in Wake County The NCDOT concludes that the project will have biological conclusions
of "May Affect, Not Likely to Adversely Affect" for the dwarf wedgemussel and a "No Effect"
for the bald eagle, red-cockaded woodpecker, and Michaux's sumac NCDOT believes that the
requirements of Section 7 (a)(2) of the ESA have been satisfied and hereby request your
concurrence.
Thank you for your time Please contact Enca McLamb at [phone] if you have any
questions concerning this request.
Sincerely,
I? Gregory{J Thorpe, Ph.D
C7 Environmental Management Director, PDEA
cc without attachments
Eric Alsmeyer, USACE
vfheresa Ellerby, PDEA Project Engineer
Logan Williams, NCDOT Natural Environment Unit
File-B-4302

North Carolina Department of Cultural Reso
State Historic Preservation Office
Dived L.S. Brook. Admishator
Michael F Easley, Governor
Lsbeth C Evans, Secretary
Jeffrey J Crow, Deputy Secretary
July 12, 2004
MEMORANDUM

f yU, Y , "
rAevci
Office of AMlit3MM-H1stoty
Divuton of Htstoncai Resources
TO Greg Thorpe, PhD
Project Development & Environmental Analysis
FROM David Brook ?5 .. pot"
C.'
SUBJECT. Historic Architectural Resources Survey Report, Replace Bridge No 336 on SR 1301 Over
Terrible Creek, B-4302, Wake County, ER04-0395
Thank you for your letter of May 20, 2004, concerning the above project.
For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the
following property is eligible for listing in the National Register of Historic Places under the criterion cited.
The Johnson Farm, east side of SR 1301 and south of Terrible Creek, Fuquay-Vamm vicinity, is eligible for
the National Register under Criteria A• Agriculture and Commerce and C Architecture, as an intact farm
complex Comprised of eighty acres, the hand has been in continuous use as a farm since the eighteenth
century It includes fields, woodlands, and well-preserved houses and outbuildings, illustrating traditional
building types and popular designs. The structures include.
The Etheldred Jones House
The William Wesley Johnson House
The Log Cabin
Smokehouse
Well
Ice House
Shop/Standard Homes Plan Office
Barn
Print Shop (non-contnbutIng)
Spring
Late 18th-century roadbed
Cemetery
Modern House (non-contributing)
Location Malting Address TelepbondFa:
ADMINISTRATION 507 K Blont Street Ralagb NC 4617 Mal Semi Center, Rakugb NC 276994617 [phone]/733-6653
RESTORATION 515 N Blown Street Raleigh NC 4617 Marl Service Center, Ralagb NC 276994613 [phone]n 154B01
SURVEY & PLANNING 515 K Blount Street Rakuh. NC 4617 Mel Sere= center, Raleigb NC 27699-4613 (919)733-654Sn IS4901
We concur with the proposed National Register boundary as described and delineated in the survey report.
For purposes of compliance with Section 106 of the National Hrstonc Preservation Act, we concur that the
following district is listed in the National Register of Historic Places but is no longer eligible for this status
because of a loss of integrity-
Jones Johnson-Ballentme Historic District, SR 1301 at Terrible Creek, Fuquay-Vasina vicinity
However, the indnndual properties within the district may still be eligible for listing in the National Register
and should be re-evaluated, if they will be affected.
For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the
following property is not eligible for listing in the National Register of Historic Places
Bridge No 336 on SR 1301 over Terrible Creek.
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 If you have questions concerning this request, please contact Renee
Gledhill-Earley, environmental review coordinator, at 919/733-4763 In all future communication concerning
this protect, please refer to the above trackmgnumber
cc Mary Pope Furr

Federal Aid # BRZ-1301(2) ?TP #B-4302 County: Wake
CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS
Project Description: Replace Bridge No. 336 on SR 1301 over Terrible Creek
On August 30, 2004, representatives of the
® North Carolina Department of Transportation (NCDOT)
Federal Highway Admimstrabon (FHWA)
® North Carolina State Historic Preservation Office (HPO)
? Other
Reviewed the subject project and agreed
? There are no effects on the National Register-listed property/properties located within
the project's area of potential effect and listed on the reverse
? There are no effects on the National Register-eligible property/properties located within
the project's area of potential effect and listed on the reverse.
There is an effect on the National Register-listed property/properties located within the
project's area of potential effect The property/properties and the effect(s) are listed on
the reverse
? There is an effect on the National Register-eligible property/properties located widen the
project's area of potential effect. The property/properties and effect(s) are listed on the
reverse.
Signed-
FHWA, for the
HPo
e c
or other Federal Agency
State Historic Preservation Officer
o-. ?° a `t
c- Date
1 -so &DA
Date
/?o It, q -
Date
g/;?b //,,/

Federal Aid #BRZ-1301(2) TIP # B4302 County: Wake
Properties within the area of potential effect for which there is no effect Indicate if property is
National Register-listed (NR) or determined eligible (DE)
Properties within the area of potential effect for which there is an effect Indicate property status
(NR or DE) and describe the effect.
rC / ,.& G?c.sa..? f w•`/l ,?cS u :ic. -, ?.e??-.'??cc.?
??D?'op? , ?S /t/e etctJtr S2 -S? ?, /4!k-,,"
Reason(s) why the effect is not adverse (if applicable).
Initialed- NCDOT r S S FHWA ?
HPO
RCDENR
North Carolina Department of Environment and Natural Resources
Michael F Easley, Governor William G Ross Jr , Secretary
February 27, 2004
1
y 4
Dr Gregory 3 Thorpe z.
N C Department of Transportation
j i c?`?$ Q7
Protect Development and Environmental Analysts 4 S 5
1548 MSC
Raleigh, NC 27699-1548
Subject Replacement of Bridges in Alamance, Chatham, Durham, Orange, and Wake counties
Dear Dr. Thorpe
The Natural Heritage Program has no record of rare species, significant natural communities, or
priority natural areas at the site nor within a mile of the project area, for the projects listed below:
B-4002, Alamance County, Bridge No 96 over Meadow Creek on SR 2116 (Preacher Holmes
Road)
B-4063, Chatham County, Bridge No 20 over Sandy Branch on NC 902
B-4109, Durham County, Bridge No 120 over Mud Creek on SR 1303 (Pickett Road)
B-4300, Wake County, Bridge No. 29 over Clarks Creek on SR 1007 (Poole Road)
B-4301, Wake County, Bridge No. 229 over Poplar Creek on SR 1007 (Poole Road)
B-4302, Wake County, Bridge No. 336 over Terrible Creek on SR 1301 (Sunset Lake Road)
Our Program does have records of rare species, significant natural communities, or priority
natural areas at the site or within a mile of the project area, for the projects listed below-
B4216, Orange County, Bridge No. 66 over Strouds Creek on SR 1002 (St. Marys Road). This
site lies just upstream of the Eno River, where there are numerous rare aquatic animal species
Species recorded at the confluence of Strouds Creek and the river (at Lawrence Road) are -
yellow lampmussel (Lampsilis carlosa), State Endangered and Federal Species of
Concern
eastern lampmussel (Lampsilis radiata radiata), State Threatened
notched rainbow (Villosa constricta), State Special Concern
Neuse River waterdog (Necturus lewisi), State Special Concern
le 1601 Mal Service Center, Raleigh, North Carolina 27699-1601 hCar
oPhone 919-733-49841 FAX: [phone] Internet www enr state nc uslENRI 1*Q
An EgtW opaorturoq f Afrsm tNe Action Employer - 50 % RegjcW 140 % Post COMM Paper J
B-4303, Wake County, Bridge No 102 over Lower Bartons Creek on SR 1844 (Mt Vernon
Church Road) The Lower Barton Creek Ultramafic Slopes natural area lies on the south side of
the road, this is an unprotected site of Local significance Just downstream of the bridge is the
following -
Carolina ladle crayfish (Cambarus davidi), State Sigruficantly Rare
B-4304, Wake County, Bndge No 143 over Beaver Dam Creek on SR 2217 (Old Milbumie
Road) There is a vague, historic record of the following, just downstream -
veined skullcap (Scutellai is nervosa), State Significantly Rare
B-4592, Orange County, Bridge No 64 over the Eno River on SR 1561 (Lawrence Road) See
comments for project B-4216 This site is a few miles above Eno River State Park Also, a tract
just upstream of the bridge has been recently acquired, or is in the process of being acquired In
addition, the section of the Eno River from Hillsborough to the confluence with the Neuse River
is a Nationally significant aquatic habitat, for many additional rare species than those listed
above.
Our program recommends that NC DOT enact strong sedimentation controls to ensure that
populations of these rare species, and particularly the water quality of the Eno River, not be
impacted during the bridge replacements The use of Natural Heritage Program data should not
be substituted for actual field surveys, particularly if the project area contains suitable habitat for
rare species, significant natural communities, or priority natural areas
You may wish to check the Natural Heritage Program database website at
<,%Nww ncsparks net/nhp/search html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map Please do not hesitate to
contact me at 919-715-8697 if you have questions or need further information
Sincerely,

Harry E LeGrand, Jr , Zoologist
Natural Heritage Program
HEL/hel
cc Brian Strong, Division of Parks and Recreation, Resource Management Program
David Cook, Superintendent, Eno River State Park
`
0?0? w ~ 1 FRQG
? f
MEMORANDUM

MAR ? 0 2,XA
TO Gregory J Thorpe, PhD, Director r
NCDOT Protect Development and Environmental Analysis Branch -:Z-, po ?,
?.•? SAO, ?il,;},'iea45?.
FROM Robert Ridings, Env. Tech., DWQ 401 Unit VEt-?I??? 34
THROUGH. John Hennessy, Supervisor, DWQ 401 Transportation UniV.
SUBJECT: Scoping Review of NCDOT's proposed bridge replacement pr &*ts B-002, -4109, B-4063,
B4216, B4300, B4301, B4302, B-4303, B4304, B-4592, and B-3528
In reply to your correspondence dated February 5, 2004 (received February 11, 2004) to John Hennessy, in which
you requested comments for the referenced projects, the NC Division of Water Quality has the following
comments:
1 General Comments Rezardfnr Bride Replacement Proiects_
1. If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are used to replace the
bridge, then DWQ recommends the use of Nationwide Permit No 14 rather than Nationwide Permit 23
2 Bridge demolition should be performed using Best Management Practices developed by NCDOT
3 DWQ prefers spanning structures Spanning structures usually do not require work within the stream and do
not require stream channel realignment. The horizontal and vertical clearances provided by bndges allows for
human and wildlife passage beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters
4. Bridge deck drains should not discharge direcdy into the stream; stormwater should be directed across the
bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated
buffers, etc ) before entering the stream. Please refer to NCDOT Best Management Practices for the
Protection of Surface Waters
5 Live concrete should not be allowed to contact the water in or entering into the stream. Concrete is mostly
made up of hme (calcium carbonate) and when in a dry or wet state (not hardened) calcium carbonate is very
soluble in water and has a pH of approximately 12. In an unhardened state concrete or cement will change the
pH of fresh water to very basic and will cause fish and other macroinvertebrate kills
6. If possible, bridge supports (bents) should not be placed in the stream
7 If temporary access roads or detours are constructed, they should be removed back to original ground
elevations immediately upon the completion of the project Disturbed areas should be seeded or mulched to
stabilize the soil and native tree species should be planted with a spacing of not more than 10'x10'. If
possible, when using temporary structures the area should be cleared but not grubbed. Clearing the area with
chain saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat intact,
allows the area to re-vegetate naturally and minimizes disturbed soil.
rr €°
N C. Division of Water Quality. 401 wetlands Certification Unit
1650 Mail Service Cerra, P-InSh. NC 27699.1650 (Maihog Address)
2321 Crabtree Blvd., Raleigh. NC 27604-n (Location)
[phone] (phone). 919-7334993 (fax). (httn-1/h2c% em suite ne ushlcwetlands)
Wilham G Ross Jr , Secretary
North Carolina Department of Envt=ment and Natural Resources
Alan W Klimek, P E., Director
Division or water Quality
Coleco H Sullins. Deputy Director
Division or-W.V=113211ty
February 25,
S A clear bank (np rap-free) area of at least 10 feet should remain on each side of the steam underneath the
bridge
9 Sedimentation and erosion control measures sufficient to protect water resources must be implemented prior
to any ground disturbing activities Structures should be maintained regularly, especially following rainfall
events.
10 Bare soil should be stabilized through vegetation or other means as quickly as feasible to prevent sedimentation
of water resources.
11 All work in or adjacent to stream waters should be conducted in a dry work area. Sandbags, rock berms,
cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing
water.
12 Heavy equipment should be operated from the bank rather than in stream channels in order to minimize
sedunentation and reduce the likelihood of introducing other pollutants into streams This equipment should
be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials
II General Comments ifReylactng the Bridge with a Culvert
1 The culvert must be designed to allow for aquatic life and fish passage Generally, the culvert or pipe invert
should be buried at least 1 foot below the natural streambed (measured from the natural thalweg depth) If
multiple barrels are required, barrels other than the base flow barrel(s) should be placed on or near stream
bankfull or floodplain bench elevation (similar to Lyonsfield design). These should be reconnected to
floodplain benches as appropriate This may be accomplished by utilizing sills on the upstream end to restrict
or divert flow to the base flow barrel(s) Silled barrels should be filled with sediment so as not to cause noxious
or mosquito breeding conditions Sufficient water depth should be provided in the base flow barrel during low
flows to accommodate fish movement. If culverts are longer than 40-50 linear feet, alternating or notched
baffles should be installed in a manner that mimics existing stream pattern. This should enhance aquatic life
passage 1) by depositing sediments in the barrel, 2) by maintaining channel depth and flow regimes, and 3) by
providing resting places for fish and other aquatic organisms In essence, the base flow barrel(s) should provide
a continuum of water depth and channel width without substantial modifications of velocity.
2 If multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during normal
flows to allow for wildlife passage
3 Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel
realignment Widening the stream channel must be avoided Stream channel widening at the inlet or outlet
end of structures typically decreases water velocity causing sediment deposition that requires increased
maintenance and disrupts aquatic life passage
4 Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage Bioengineering boulders or structures should be professionally designed,
sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location with road closure. If road
closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the
need for clearing and to avoid destabilizing stream banks. If the structure will be on a new alignment, the old
structure should be removed and the approach fills removed from the 100-year floodplain. Approach fills should
be removed down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species Tall fescue should not be used in riparian areas. If the area that is reclaimed was previously
wetlands, NCDOT should restore the area to wetlands. If successful, the site may be used as wetland mitigation
for the subject project or other projects in the watershed
III. Proiect-Specific Co_ Mme>dS
B-4002 Bridge 96 yarnais Creek Alamance Coa
cell ear River Basin. DWQ does not have any special
Varnals Creek is classified as recommendations and is i the L
above
concerns Please refer to general
B-4109 Bridge 120, Mad Creek. Durham County
Mud Creek is classified as C NSW and is in the Cape Fear River Basin. DWQ does not have any special
concerns Please refer to general recommendations listed above.
B 40b3 Bridge 20 Sandy Branch Chatham Count
Sandy Branch is classified as C and is in the Cape Fear River Basin DWQ does not have any special concerns.
Please refer to general recommendations listed above
B 421 S Brill a 66 Strouds Creek, Orange Cow
Strouds Creek is classified as C NSW and is in the Neuse River Basin. Please follow guidelines for avoiding and
tnmunizing impacts to the riparian buffers as required under the state's Neuse Buffer Rules
B-4300, Bruise 29 Clark's Creek, Wake Countft
Clark's Creek is not in DWQ records. Mango Creek, upstream of this project, and Poplar Creek, downstream
required Basin.
from flue project, are both classified rsiZ ? pa ts to the riparian buffers Neuse
the state's Neuse Buffer
guidelines for avoiding g
Rules
B-4301 Bridge 229 Poplar Creek, Wake County
Poplar Creek is classified as C NSW and is in the Neuse River Basin Please follow guidehnes for avoiding and
minimizing impacts to the riparian buffers as required under the state's Neuse Buffer Rules.
B-4302 Brill a 33b. Terrible Cree Wake County
Terrible Creek is classified as B NSW and is in the Neuse River Basin Please follow guidelines for avoiding and
minimizing impacts to the riparian buffers as required under the state's Neuse Buffer Rules.
B-4303, Bridze 102, Lower Barton Creek. Wake County
Lower Barton Creek is classified as WS-1Y NSW. There are 30-foot vegetated buffer requirements in WS
waters to addition to the requirements to minimize storm water runoff and maximize use of BMPs. Refer to 15A
NCAC 2B 0216(3)(b)(i)(F) and (G) This project is also in the Neuse River Basin. Please follow guidelines for
avoiding and minimizing impacts to the riparian buffers as required under the state's Neuse Buffer Rules.
B4304, Bridge 143, Beaverdam Creek, Wake County
Beaverdam Creek is classified as C NSW and is m the Neuse River Basin. Please follow guidelines for avoiding
and minimizing impacts to the npaiian buffers as required under the state's Neuse Buffer Rules. This creek is also
on the 303(d) waters list. NCDOT shall maximize the use of Best Management Practices for all worl?OT shall
draining to the Critical Area of the Water Supply Watershed and 303(d}fisted waters. In addition
strictly adhere to "Design Standards in Sensitive Watersheds° (15A NCAC 04B 0124).
B-4592. Bride 64, Eno River, Orange County
Eno River is classified as WS-1V1B, NSW. There are 30-foot vegetated buffer requirements in WS waters in
addition to the requirements to minimize storm water runoff and maximize use of BMPs Refer to 15A NCAC 2B
0216(3)(b)(i)(F) and (G) This project is also in the Neuse River Basin. Please follow guidelines for avoiding
and minimizing impacts to the riparian buffers as required under the states Neuse Buffer Rules.
8-3528 Brid e 429. Sycamore Creek Wake/Durham Coccndes
Sycamore Creek is classified as B NSW and is in the Neuse River Basin Please follow guidelines for avoid
and minmuzing impacts to the riparian buffers as required under the state's Neuse Buffer Rules
Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality
Certification requires that appropriate measures be instituted to ensure that water quality standards are met
designated uses are not degraded or lost If you have any questions or require additional information, pleas(
contact Robert Ridings at [phone] or John Hennessy at [phone]
cc USAGE Raleigh Feld Office
File Copy
sd?7Eo?
North Carolina Department of Cultural Resources
State Historic Preservation Office
Michael F Easley, Governor
Llsbeth C Evans, Secretary
Jeffrey J Crow, Deputy Secretary
Office of Archives and History
March 4, 2004
MEMORANDUM
TO Stacey Baldwin
Project Development and Environmental Analysis Branch
NCDOT Division
of Highways i
41,
FROM David Brook r
11
SUBJECT Request for coinmei3ts on Bridge Replacement projects
B-4002, Alamance County
B-4063, Chatham County
B-4109, Durham County
B-4216, Orange County
B-4300, Wake County
B-4301, Wake County
B-4302, Wake County
B-4303, Wake County
B-4304, Wake County
B-4592, Orange County
ER03-0389 through ER03-0398
Thank you for your letters of February 5, 2004, concerning the above projects
Division ofHtstoncal Resources
David L S Brook, Director
We are unable to comment on the potential effect of these projects on historic resources until we receive further
information
Please forward a labeled 7 5 minute USGS quadrangle map for each of the above projects clearly indicating the
project vicinity, location, and termi_ii In addition, please include the name of the quadrangle map.
There are no known archaeological sites within the proposed project area Based on our knowledge of the area, it
is unlikely that any archaeological resources that may be eligible for conclusion in the National Register of
Historic Places will be affected by the project We, therefore, recommend that no archaeological investigation be
conducted in connection with this project
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
www.hpo derstate.ne.us
Location Mailing Address TelephontTax
ADNZgT MT10N 507 N Blount St, Raleigh, NC 4617 Matt Service Center, Raleigh, NC 27699-4617 (919) 7334763.733-8653
RESTORATION S15 N Blount St, Raleigh, NC 4617 Mar! Service Center, Raleigh, NC 27699-4617 [phone].7154801
CTM% PV B V1 A% Wmr- 9 1 c W txt... b 0 e4ini. Wf AA17 Vast Gtvirr r mt" Ra1,40, Wr 77FA4- l7 I919177i-A763 9715-4801
r'
1 March 4, 2004
Page 2
Thank you for your cooperation and consideration If you have questions concerning the above comment, please
contact Renee Gledhill-Earley, environmental review coordinator, at 929/733-4763 In all future communication
concerning this protect, please ate the above-referenced tracking number
cc Mary Pope Furr, NCDOT
Matt Wilkerson, NCDOT

i
i

i

® North Carolina Wildlife Resources Vo
flM ion
Charles R. Fullmood, Execuuve Director
MEMORANDUM
??
TO Gregory J Thorpe
Environmental Management Director, PDEA
FROM Travis Wilson, Highway Project Coordinator;
Habitat Conservation Program
DATE- February 27, 2004
SUBJECT NCDOT Bridge Replacements in Alamance, Chatham, Durham, Orange, and
Wake counties TIP Nos B-4002, B-4063, B-4109, B-4216, B-4300, B-4301, B-
4302, B-4303, B-4304, and B-4592.
Biologists with the N C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U S C. 4332(2)(c)) and the Fish and Wildlife Coordmabon Act (48 Stat. 401, as amended, 16
US C 661-667d)
Our standard recommendations for bridge replacement projects of this scope are as
follows-
1 We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The borizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters \
2 Bridge deck drains should not discharge directly into the stream
3 Live concrete should not be allowed to contact the water in or entering into the stream.
4 If possible, bridge supports (bents) should not be placed in the stream

Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone. [phone] ext 281 - Fax: [phone]
Bridge Memo 2 February 27, 2004
5 If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x 10' If possible, when using temporary
structures the area should be cleared but not grubbed Clearing the area with chain
saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil
6 A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge
7 In trout waters, the N C Wildlife Resources Commission reviews all U S Army
Corps of Engineers nationwide and general `404' permits We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit
8 In streams that contain threatened or endangered species, NCDOT biologist Mr Hal
Bam should be notified Special measures to protect these sensitive species may be
required. NCDOT should also contact the U S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project
9 In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed
10 In areas with significant fisheries for sunfish, seasonal exclusions may also be
recommended
11 Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities Structures should be
maintained regularly, especially following rainfall events.
12 Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control.
13 All work in or adjacent to stream waters should be conducted in a dry work area
Sandbags, rock berms, cofferdams, or other diversion structures should be used
where possible to prevent excavation in flowing water
14 Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams
15 Only clean, sediment-free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
16 During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used
1 -
Bridge Memo 3 February 27, 2004
I The culvert must be designed to allow for aquatic life and fish passage Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth) If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplam bench elevation (similar to Lyonsfield design) These should be
reconnected to floodplain benches as appropriate This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s) Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40-50 Imear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern This should enhance
aquatic life passage 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2 If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3 Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4 Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, mimmuze the need for clearing and to avoid destabilizing
stream banks If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation The area should be stabilized with grass and planted with
native tree species If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands If successful, the site may be utilized as rmtigation for the subject protect or
other projects in the watershed
Project specific comments
1 B-4002, Alamance County, Bridge No 96 over Meadow Creek on SR 2116. We
recommend replacing this bridge with a bridge Standard recommendations apply
2. B-4063, Chatham County, Bridge No. 20 over Sandy Branch on NC 902 We
recommend replacing this bridge with a bridge Standard recommendations apply
3 B-4109, Durham County, Bridge No 120 over Mud Creek on SR 1303 We recommend
replacing this bridge with a bridge Standard recommendations apply
BndgeMemo 4 February 27, 2004

4 B4216, Orange County, Bridge No 66 over Strouds Creek on SR 1002 We recommend
replacing this bridge with a bridge Due to the close proximity of the Eno River we
request conducting a survey for the following state endangered and federal species of
concern mussels Yellow lampmussel and Atlantic pigtoe Also, a significant fishery for
sunfish exists at this site, therefore we request an in-water work moratorium for sunfish
from April I to June 30 Standard recommendations apply
5 B-4300, Wake County, Bridge No 29 over Clarks Creek on SR 1007 We recommend
replacing this bridge with a bridge NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in-water work moratorium from February 15
to June 30 Standard recommendations apply
6 B-4301, Wake County, Bridge No 229 over Poplar Creek on SR 1007. We recommend
replacing this bridge with a bridge. NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in-water work moratorium from February 15
to June 30 Standard recommendations apply
7 B-4302, Wake County, Bridge No 336 over Terrible Creek on SR 1301. We recommend
replacing this bridge with a bridge Standard recommendations apply.
8 B-4303, Wake County, Bridge No 102 over Lower Bartons Creek on SR 1844. We
recommend replacing this bridge with a bridge. Standard recommendations apply
9. B=4304, Wake County, Bridge No 143 over Beaver Dam Creek on SR 2217 We
recommend replacing this bridge with a bridge Standard recommendations apply
10 B4592, Orange County, Bridge No 64 over the Eno River on SR 1561 We recommend
replacing this bridge with a bridge. We request conducting a survey for the following
state endangered and federal species of concern mussels Yellow lampmussel and
Atlantic pigtoe. Also, a significant fishery for sunfish exists at this site, therefore we
request an in-water work moratorium for sunfish from April 1 to June 30 Standard
recommendations apply
NCDOT should routinely mininuze adverse impacts to fish and wildlife resources in the
vicinity of bridge replacements Restoring previously disturbed floodplain benches should
narrow and deepen streams previously widened and shallowed during initial bridge installation
NCDOT should install and maintain sedimentation control measures throughout the life of the
project and prevent wet concrete from contacting water in or entering into these streams.
Replacement of bridges with spanning structures of some type, as opposed to pipe or box
culverts, is recommended in most cases Spanning structures allow wildlife passage along
streambanks and reduce habitat fragmentation
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact meat [phone] Thank you for the opportunity to review and
comment on these projects
Cc Gary Jordan, U S Fish and Wildlife Service, Raleigh
i
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
March 3, 2004
Gregory Thorpe
North Carolina Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
ry: : Z 1551 ROCK QCARRY ROAD
trr }O RALEIGH, WORTH CAROLINA 2761o
PHONE gig 856 8o5o
y FAX gig 8S6 7773
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Dear Mr. Thorpe.
Outlined below are school bus bridge crossings and projected impact Bridge Replacement
Projects will have on our ability to transport children to required destinations
B-4300 to replace Bndge#29 46 dally school bus crossings which will severely impact school
bus routing
B- 4301 to replace Bndge#229. 46 dally school bus crossings which will severely impact school
bus routing
B-4302 to replace Bridge 4336. 52 daily school bus crossings which will severely impact school
bus routing.
B-4303 to replace Bridge 4102. 16 dally school bus crossing which will moderately impact
school bus routing.
B-3528 to replace Bridge #429. 6 daily school bus crossings which will minimally impact school
bus routing.
Thanks you for soliciting our input
Sincerel
04
Vernon W. Hatley
VWH/as
?v TRANSPORTATION DEPARTMENT

WEBSITE: WWW.WCPSS.NET

From: Mike Sorensen [msorensen@fuquay-vanna org]
Sent: Wednesday, September 08, 2004 5 06 PM
To: telIerby@dot state nc us
Cc: Pam Williams
Subject: Replacement of a Bridge No 336 (Sunset Lake Road) over Terrible Creek
Theresa,
I received copies of the proposed alternates to replace the bridge on Sunset Lake Road over Terrible Creek from
Pamela Williams with Mulkey Engineering & Consultants and 1 presented these alternates to the Fuquay-
Vanna Town Board of Commissioners at their September 7, 2004 meeting Upon review of the three
(3) alternatives the Town Board supports alternate 'B' for the following reasons
Due to the amount of traffic that travels on Sunset Lake Road, the Town does not favor a detour using
other streets and thoroughfares Sunset Lake Road is a mayor thoroughfare for north and south bound
traffic and to funnel traffic onto Broad Street (NC 55), Stewart Street or Johnson Pond Road will create
major traffic congestion on these roads that already experience traffic problems and delays With the
exception of Broad Street, which is being improved, Stewart Street and Johnson Road are not adequately
designed to handle the additional traffic that would result from the closing of the bridge on Sunset Lake
Road In addition, NCDOT is also planning to replace the Wake Chapel Road and bridge across the
railroad tracks, which will require an off-site traffic detour The Town would not want both bridges closed
with off-site detours at the same time This situation would instantly create a traffic 'bottleneck' The Town
request that the bridge replacement on Sunset Lake Road be constructed on a schedule that will not
conflict with the Wake Chapel Road bridge replacement
Emergency service response time is a concern for fire and police with the Ballenbne Elementary School on
the north side of Terrible Creek. It the bridge is closed completely the response time would be greatly
increased for emergency services to address any emergency in a timely manner
An important factor for the Town is the ability to have a safe approach to and from the bndge The
alignment of Sunset Lake Road on either side of the bridge is not the best for traffic movement crossing the
badge With the replacement of the bridge a better alignment and raising the bridge several feet would
improve the safety of traffic crossing the bridge
Alternate 'B' appears to address all of the concerns above, with an on-site detour to allow reasonable traffic
movement and preserve emergency response times for the area and provides an alignment that would be safer
for traffic than is currently existing
If you have any questions or comments regarding the Town's recommendation or need additional information
please contact me at your convenience (552-9409)
Michael Sorensen
Planning Director
Town of Fuquay-Varna
file.//G lproject120031229 07(B-4302)\Envuronmental\DocumentlFuquayVarma comment 8/31/2006

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Welcome to the ?,,-J 1, 11,
for the
teplaceznent of Bridge No. 336 on
Sunset Lake Road over Terrible Creek
in Wake County.
Around the room you xvill find maps
shotvino the lin-ats of the proposed
ti.
project. North Carolina Department
of Transportation (NCDOT)
representatives ate available to answer
questions that you might have.

Yoart input is a A rtal pant of the ptolr.ct development
process We aae here to aUls*,z c°i rlucstioas, hear voui,
concerns, and to receive conanrents about die
-1tctnatIVLS to replace Bridge No 336
"i for
F a r ti`s ,- fl r
There Luc chs('e altUnatIVCS proposed for I placing
tl?e c tirstitr;; „-?uccuie The paopcv ed ,,JC Lure is
haNLd 011 ., !-,Ii_JIfI1ndtJ htdraultc an-th.°;js 'I lcngtla
of tlac Dace structure mm be increased 1;,- deercased
as necessary to accotnniodate peal. Rows as
dc.tcrnztned h) a dLtailed hydi ologic anah sts duxang
tl? final dc?i!,;i pli v e Tl,,c° st ucrure ind the
:approach v, idwaN f (,,m she north tvxll provide th'tLe
lanes v%itli cut 1) atnd l ui-?e_- 1o tae to the e?,tsung three
lane stLuon Tlie apps(v ch road-%aas hom the south
wtll tap from thxee lanes at the structurc to the
emsttng t5%9o lanes lie ippi each road-,Nay on the
southcan approach ,A At pxovide 8-foot shoulders
including 4-font paved shoulders
Alternative A aeplaces dIL Structure can e-usung
alignment Duttng construction, ttaffic will lie
nlaaritained wide an cuff-site detour appro,imately 3 4
mules in length The detour xx t3.1 folloSC US 401
(NIcaxth TIN1am Street), Sim 1404 (Johnson Pond Road),
and Sly 1407 M'Iutted Road) '17lae esurnated
construction cost is 51,050,000
Altetmtsve $ replaces the structure cart nem,
alignment west of the emsttng structure Uuztng
construction, wrffrc a di be maintained on the
c rsttxag }atrdl,e The estrrriatcd ccjriwc: itctaon cast is
51,350,000
Altettnatrve C replaces the structurt on e?tsung
alignment Durutg consta-Lrctton, ttafhc will be
main tamed Nvith aia on-site detour m est of die
emsttsrg budge The, estIrriatc.cl c011Sauccrt n cost rs

Bt tdge No _3 )36 was built in 1950 It t,; a mro-
lane Er_tltt) with a cleat toad-,\,ay Nvidth of
24 1 feet I-lie bridge has m o spans and
toual,; 37 feet in length The deck constst?, of
a letnfotced concrete floor on I-beams -,vtth
concrete tailing The substtucttat e is
compohed of teinfotced concretc caps on
timber piles The brtdgc is constdeted
ftanctionall) obsolete and "mictutalla-
defc.tcnt Flac replacement of tlaa?
taladccluate struCtutc will to-,ult 141 safca and
MOIL cffictcm traffic opetationq
t,, .tu°x :t
The ptepatatson of a Ca:,,- ? aatcal E-vclttsar>a1
(Ch' document is undervvav As pact of the
dev elopnnent of the CE, the \CDOT as
obtaining public input, gathettng
ettVtt-4ailtllental data, and ha,, developed
alter native functional designs

Right-of wav acquisition is anticipated to
fiscal veal 2006
`l"he NCDOT will begin Constt-Liction In
fi,c,.tl r cat 2007

Plcasc tagn in so that you xcill zecetve future
t?zatlttYgs
f'e'te - t the N`5.
t
'ww"'v.ai cdot.or
s
A coitirrient forum as attached to this >heet if
t'ou would like to subti-itt comments, I11caSc
con,iplete the form and dace a in the
coni-nient box of marl it to one of the
addresses shown below

Thet esa Ellerby
Ptolcct Managet
N( DOT-PDEA
1548 Mail Set-vice Centet
Raleigh, NC 27699-1548
Telephone -- (919) o33-7844, Ext 266
E,matl
Pamela Williams
Project 111anaget
inlet Engineer; anal. Consultants
P 0 Box 33127
Raleigh, NC 27636-3127
Telephone -- [phone]
Emall.

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