20090132 Ver 1_Application_20090211

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?aBEVERLY EAVES PERDUE
GOVERNOR
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
February 4, 2009
U S Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN Mr David Baker
NCDOT Coordinator
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EUGENE A CONTI, JR
SECRETARY
09`132
Subject Application for Section 404 Nationwide Permits 23 and 33 for the
proposed replacement of Bridge No 98 over Brasstown.Creek Overrun on SR
1564 (Brasstown Road) in Cherokee County, Federal Aid Project No BRZ-
1564(3), Division 14, WBS Element 33435 1 1, TIP No B-4072
Dear Sir
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No
98 over Brasstown Creek Overrun on SR 1564 There will be 0 04 acre of permanent
wetland impacts and 0 05 acre of temporary wetland impacts
Please see enclosed copies of the Pre-Construction Notification (PCN), permit drawings and
design plans for the above-referenced project The Categorical Exclusion (CE) was
completed in December 2007 and was distributed shortly thereafter Additional copies are
available upon request The Approved Jurisdictional Determination Form was sent to the
U S Army Corps of Engineers on February 7, 2008
This project calls for a letting date of August 18, 2009 and a review date of June 30, 2009
Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be
required prior to authorization by the Corps of Engineers By copy of this letter and
attachment, NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC
forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days
of receipt of this application
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone] ATLANTIC AVENUE
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS SUITE 116
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

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 e-mail Erin Cheely at ekcheely@ncdot gov
Sincerely , /Oak
fcp- Gregory J Thorpe, PhD
Environmental Management Director, PDEA
W/attachment
Mr Brian Wrenn, NCDWQ (2 Copies)
Ms Marella Buncick, USFWS
Ms Marla Chambers, NCWRC
Mr Harold Draper, TVA
W/o attachment (see website for attachments)
Dr David Chang, P E, Hydraulics
Mr Victor Barbour, P E , Project Services Unit
Mr Greg Perfetti, P E., Structure Design
Mr Mark Staley, Roadside Environmental
Mr J B Setzer, P E , Division Engineer
Mr Mark Davis, DEO
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
Ms Christy Wright, P E, PDEA Planning Engineer
2
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(it any particular item is not applicable to tlus project, please enter "Not Applicable" or "N/A" )
1. Processing
Check all of the approval(s) requested for this project
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested NW 23 and 33
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here
4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here ?
If your project is located to any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
1 Owner/Applicant Information
Name Gregory J Thorpe PhD Environmental Management Director
Mailing Address 1598 Mail Service Center
Telephone Number [phone] Fax Number _ [phone]
E-mail Address ekcheelvna,ncdot gov
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
Page 1 of 8
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 11 by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
1 Name of project Bridge No 98 over Brasstown Creek Overrun on SR 1564 (Brasstown
Road)
2 T I P Protect Number or State Project Number (NCDOT Only) B-4072
3 Property Identification Number (Tax PIN) N/A
4 Location
County Cherokee Nearest Town Brasstown
Subdivision name (include phase/lot number) N/A
Directions to site (include road numbers/names, landmarks, etc )
5 Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody )
Decimal Degrees (6 digits minimum) 35°02'24" ON -83°57'39" °W
6 Property size (acres) N/A
7 Name of nearest receiving body of water Brasstown Creek receives the water from
Brasstown Creek overrun Brasstown Creek has a DWQ classification of "WS-IV" and the
Hydrological Cataloguing Unit is 06020002
8 River Basin Hiwassee River Basin
(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/mans/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application 60% wooded, 40% agriculture/residential
Page 2 of 8
10 Describe the overall project in detail, including the type of equipment to be used
Standard construction equipment will be used (backhoes, bulldozers, cranes and/or other
heavy machinery)
11 Explain the purpose of the proposed work The purpose of the project is to replace a
functionally deficient and structurally obsolete structure (sufficiency rating 32 5 out of 100)
The replacement will result in a wider and potentially safer 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 project9 If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project Each impact must be
listed separately in the tables below (e g, culvert installation should be listed separately from
nprap dissipater pads) Be sure to indicate if an impact is temporary All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems
Wetland and stream evaluation and delineation forms should be included as appropriate
Photographs may be included at the applicant's discretion If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below If additional
space is needed for listing or description, please attach a separate sheet
1 Provide a written description of the proposed impacts Permanent 0 04 acre of wetland
impacts due to mechanized clearing in wetlands in order to remove the existing bridge
Temporary 0 04 acre of wetland impacts due to a 72" corrugated steel pipe for the temporary
on-site detour and 0 01 acre of temporary wetland impacts due to the removal of the existing
bridge abutments
Page 3 of 8
2 Individually list wetland impacts Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc For dams,
separately list impacts due to both structure and flooding
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland

(e g ,forested, marsh,
herbaceous, bog, etc) Located within

100-year
Floodplam (yes/no)
Distance to Nearest
Stream (linear feet) Area of
Impact
(acres)
1 Permanent Linear herbaceous Yes Directly abutting stream 0 04
1 Temporary Linear herbaceous Yes Directly abutting stream 0 01
2 Temporary Linear herbaceous Yes Directly abutting stream 0 04

Total Permanent Wetland Impact (acres) 0 04
List the total acreage (estimated) of all existing wetlands on the property 0 40 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. multinlv length X width- then divide by 4*1 S60
Stream Impact Number
(indicate on map)
Stream Name
Type of Impact Perennial or
I
? Average
Stream Width Impact
Length Area of
Impact
ntermittent Before Impact (linear feet) (acres)
No stream impacts
Total Permanent Stream Impact (by length and acreage) 0 0
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, floodinp-, drainage. bulkheads- etc
Open Water Impact
Name of Waterbody V Type of Waterbody Area of
Site Number

(indicate on ma
(if applicable) Type of Impact
Pact
(lake, pond, estuary, sound, bay,
Impact
ocean, etc) (acres)
No open water
impacts
Total Open Water Impact (acres)
6 List the cumulative impact to all Waters of the U S resulting from the roiect
Stream Impact (acres) 0
Wetland Impact (acres) Permanent 0 04
Temporary 0 05
Open Water Impact (acres) 0
Total Impact to Waters of the U S (acres) 0 04 (permanent)
0 05 (temporary)
Total Stream Impact (linear feet) 0
Page 4 of 8
7 Isolated Waters
Do any isolated waters exist on the property9 ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet) Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE
8 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ? uplands ? stream ? wetlands
Describe the method of construction (e g, dam/embankment, excavation, installation of
draw-down valve or spillway, etc )
Proposed use or purpose of pond (e g, livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc )
Current land use in the vicinity of the pond
Size of watershed draining to pond Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible Also discuss how impacts
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts No deck drains will be used
and NCDOT's Best Management Practices will be followed The temporary bridge and roadway
approaches for the onsite detour will be removed upon completion of the permanent bridge and
roadway
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
Page 5 of 8
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http //h2o enr state nc us/ncwetlands/strmgide html
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e g , deed restrictions, conservation easement, etc), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
No mitigation is proposed for this project because the 0 04 acre of impacts to wetlands
from mechanized clearing will not cause an adverse effect or significant loss of waters of the
United States
2 Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http //h2o enr state nc us/wrp/index htm If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information
Amount of stream mitigation requested (linear feet) 0
Amount of buffer mitigation requested (square feet) 0
Amount of Riparian wetland mitigation requested (acres) 0
Amount of Non-npanan wetland mitigation requested (acres) 0
Amount of Coastal wetland mitigation requested (acres) 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2 If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ® No ?
Page 6 of 8
3 If yes, has the document review been finalized by the State Clearinghouses If so, please
attach a copy of the NEPA or SEPA final approval letter Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project The applicant must also provide
justification for these impacts in Section VII above All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
1 Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233
(Meuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC
2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )'? Yes ? No
2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multwhers
Zone* I Impact Multiplier Required
I 3 (2 for Catawba)
2 15
Total
* Zone I 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 N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level Impervious surfaces will not significantly
increase as a result of this project The bridge will be replaced in place There will be no deck
drains installed.
Page 7 of 8
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http //h2o enr state nc us/ncwetlands If no, please provide a short narrative description
The new bridge will be constructed in the same location as the old bridge
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g , draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)
As of January 31, 2008, the US Fish and Wildlife Service (USFWS) lists six species for
Cherokee County A habitat assessment for four of the six species was conducted in 2005
Habitat assessments for the Indiana bat and bog turtle were conducted on June 21, 2007 and
April 4, 2007, respectively The biologycal conclusion for all six species remains "No Effect"
due to lack of habitat
E.
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Appficant/,Wgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Page 8 of 8
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WETLAND/STREAM IMPACTS CHEROKEE COUNTY
VICINITY MAP PROJECT: 33435.1.1 (B-40T2)
BRIDGE NO. 98 OVER BRASSTOWN
CREEK OVERRUN ON
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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
1 JOHN C. CAMPBELL BRASSTOWN. NC 28902
FOLK SCHOOL
Permit Drawing
Sheet 3 of 1
NCD®T
DIVISION OF HIGHWAYS
CHEROKEE COUNTY
PROJECT: 33435.1.1 (B-40T2)
BRIDGE NO. 98 OVER BRASSTOWN
CREEK OVERRUN ON
SR 1564 (BRASSTOWN RD)
SHEET OF 9/25/08
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Cherokee County
Bridge No 98 on SR 1564 (Brasstown Road)
Over Brasstown Creek Overrun
Federal-Aid Project BRZ-1564 (3)
WBS 33435 1 1
State Project 8 2911701
TIP Project B-4072
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
34
DATE Gregory J Thorpe, PhD
Environmental Management Director, PDEA
,.), LZ 3/0 7 -.'V
DATE' John F Sullivan, 111, PE, Division Administrator
Federal Highway Administration
Cherokee County
Bridge No 98 on SR 1564 (Brasstown Road)
Over Brasstown Creek Overrun
Federal-Aid Project BRZ-1564 (3)
WBS 33435 1 1
State Project 8 2911701
TIP Project B-4072
CATEGORICAL EXCLUSION
Oa'4a808tla 00Doj"
°EESSIN'•.
Document Prepared 'Q ®°O
•
Wetherill Engineering, Inc 2 SE L
35 .
4?i
DATE N han B Benson, PE , BENS1???••`°°
In coordination with
North Carolina Department of Transportation
Project Development and Environmental Analysis Branch
i (-7-9-o-7 0?4!?? Qxz'?
DATE Christy M Wright,
Project Planning Engineer
Bridge Project Development Unit
60 1 ,
DATE o Williams, PE
P oject Engineer
Bridge Project Development Unit
PROJECT COMMITMENTS
Cherokee County
Bridge No 98 on SR 1564 (Brasstown Road)
Over Brasstown Creek Overrun
Federal-Aid Project BRZ-1564 (3)
WBS 33435.1.1
State Project 8.2911701
TIP Project 8-4072
COMMITMENTS DEVELOPED THROUGH PROJECT DEVELOPMENT AND DESIGN
Structure Design / Permits
The proposed project is located in the Tennessee Valley Authority's (TVA) Land
Management District If the bridge is replaced along the existing alignment, as proposed,
approval under Section 26a of the TVA Act will not be needed However, TVA will review
the final bridge design plans to confirm this determination
Roadway Design. Structure Design & Division 14
The following items will be done to minimize the effects to the John C Campbell Folk School
Historic District caused by the proposed bridge replacement
• The permanent bridge and roadway will be designed and constructed at its existing
location The proposed cross section will require minimal right of way acquisition
• The temporary onsite detour will be constructed utilizing a 35 mph design speed and
located within the temporary construction easements on the south (upstream) side of the
existing bridge Pedestrian traffic will be allowed along the shoulder of the temporary on-
site detour
• The temporary bridge and roadway approaches for the onsite detour will be removed
upon completion of the permanent bridge and roadway
• The proposed bridge rail will be a standard or latest standard one-bar metal rail painted
black
• Landscape restoration will occur within the area of the temporary construction easement
needed for the temporary bridge and roadway approaches and areas where disturbed by
construction
• The guard rail associated with the proposed project will be painted black
• The John C Campbell Folk School will coordinate with Division 14 on the placement of
four iron lamp posts within NCDOT right of way These lamps will not be attached to the
bridge
• Native stone will be used in lieu of standard rip rap in the slope protection of the bridge
The native stone will be a rock similar to rock found in the creek bed or used in the
foundation of buildings at the John C Campbell Folk School
Categorical Exclusion - B-4072 Greensheet
November, 2007 Page 1 of 1
Cherokee County
Bridge No 98 on SR 1564 (Brasstown Road)
Over Brasstown Creek Overrun
Federal-Aid Project BRZ-1564 (3)
WBS 33435 1 1
State Project 8.2911701
TIP Project B-4072
INTRODUCTION The replacement of Bridge No 98 is included in the 2007-2013 North
Carolina Department of Transportation (NCDOT) Transportation Improvement Program (TIP) and on
the Federal Aid Bridge Replacement Program The location is shown in Figure 1 No substantial
environmental impacts are anticipated The project is classified as a Federal "Categorical
Exclusion"
PURPOSE AND NEED
The existing bridge, built in 1950, is structurally deficient and also qualifies as functionally obsolete
According to the Bridge Maintenance Unit at NCDOT, at the time the bridge was inspected on
February 11, 2003, the sufficiency rating of the bridge was 32 5 out of a possible 100 (both structural
and deck geometry evaluation rating 2) The bridge is posted with a weight limit of 12 tons for a
single vehicle and 16 tons for truck tractor semitrailer The replacement of this inadequate
structure will allow the restrictive posted limits to be removed The replacement will result in a wider
and potentially safer bridge
Ii. EXISTING CONDITIONS
SR 1564 (Brasstown Road) is a two-lane highway SR 1564 is posted for a 25 MPH speed limit
The project vicinity is primarily rural The John C Campbell Folk School is located just west of the
existing bridge and the community of Brasstown is located just east of the existing bridge In
addition to the arts and crafts taught to students at the school, there are regularly held music
concerts, craft exhibits and folk dancing events scheduled throughout the year The school is a
major tourist attraction There is pedestrian traffic between the school and the community of
Brasstown, which has several stores and commercial development Pedestrian traffic ordinarily
uses a lighted walking trail adjacent to SR 1564 and the bridge Pedestrians use the bridge when
the area under the bridge is occasionally flooded The school and property is in the National
Register of Historic Places Brasstown Baptist Church is located just north of the school
The functional classification of SR 1564 is "Rural Local"
The horizontal alignment of SR 1564 in the vicinity of the bridge consists of a slight curve
approaching the bridge from the west The bridge over the main channel of Brasstown Creek,
Bridge No 79, is located approximately 380 feet east of Bridge No 98 Bridge No 79 was replaced
in 1981 with an estimated remaining life of 20 years Approximately 600 feet from Bridge No 98, SR
1564 intersects with SR 1100 in Brasstown This intersection is stop sign controlled The pavement
width on SR 1564 is 20 feet on the approaches to Bridge No 98 The grass shoulders are
approximately 2-4 feet wide The claimed existing right of way width is 60 feet and is symmetrical
about the centerline of the roadway
The existing bridge was completed in 1950 The superstructure consists of a timber floor on steel
bridge and include two 72-inch Corrugated Metal Pipes for the crossing of Brasstown Creek
Overrun Upon completion of the permanent bridge at the existing site, the temporary
structure (pipes) and roadway approaches on the onsite detour would be removed
Alternate 2A (Preferred) (See Figure 2B)
Alternate 2A will replace the bridge with a permanent bridge at the existing location Traffic
will be maintained on a temporary onsite detour during construction The temporary onsite
detour would be located on the upstream side (south side) of the existing bridge and include
two 72-inch Corrugated Metal Pipes for the crossing of Brasstown Creek Overrun Upon
completion of the permanent bridge at the existing location, the temporary structure (pipes)
and roadway approaches on the onsite detour will be removed
C Alternatives Eliminated from Further Study
The following alternatives were eliminated from further study
• New Alignment. Alternatives that would locate the permanent bridge on new
alignment on either side of the bridge are not practical due the existing tangent
alignment and the proximity of Bridge No 98 to the adjacent structure over
Brasstown Creek These alternatives would result in curved alignments for SR 1564
and more extensive roadway construction In addition, a permanent relocation on
the south side of SR 1564 would require more permanent right of way from a
National Register Historic property In accordance with Section 4 (f) regulations,
since, there are other alternatives that would meet the project needs and would
minimize the taking of permanent right of way from an historic district, then that
alternative requiring less right of way is not a feasible and prudent alternative
• Culverts. Consideration was given to replacing the bridge with a bottomless culvert
instead of a bridge Based upon geotechnical studies by NCDOT, it was determined
bedrock is 30 to 40 feet below the existing ground line This significant depth to
bedrock requires piles for the bottomless culvert foundation The pile foundation
significantly increases the cost of the bottomless culvert The bottomless culvert was
eliminated from further consideration due to the effects on the wetlands and the
significantly increased costs due to the pile foundation A box culvert was also
deemed not feasible due to the above reasons and also due to the large drainage
opening required
• Mite Detour: Closing SR 1564 and detouring traffic to an offsite detour would
require a detour in excess of 15 miles and cause considerable hardships on the
Brasstown community including the John C Campbell School (a Section 4(f)
property) and the Brasstown Baptist Church The offsite detour would utilize
SR 1558 Because of the Hiwassee River, there is no existing crossing of the river
without going to the town of Murphy This portion of the available offsite detour
along SR 1558 has very poor horizontal and vertical alignment involving
mountainous terrain The additional travel time per vehicle is estimated be over 30
minutes involving 2400 vehicles per day According to the NCDOT guidelines, with
duration of road closure more than 6 months expected, the delay would be
unacceptable Therefore in view of the poor roadway conditions of the offsite detour
(for the 2400 vehicles per day) and the cost of providing a temporary detour is
relatively low, the offsite detour is not a practical alternative
• Do-nothing: A "do-nothing" alternative considered for the improvement of Bridge
No 98 on SR 1564 The "do-nothing" alternative is not feasible This will require the
closing of the road as the existing bridge deteriorates to a point where it is unsafe at
any posted weight limits The traffic served warrants a bridge at this location
3
V. ESTIMATED COST
Table 1
Item Alternate 1A Alternate 2A (Preferred)
Permanent Structure $360,000 $360,000
Temporary Structure $30,000 $35,000
Temporary Roadway Work $162,000 $138,000
Mobilization and clearing and grubbing $170,000 $175,000
Removal of existing bridge $12,000 $12,000
Roadway and Miscellaneous Costs $119,000 $102,000
Engineering & Contingencies $133,000 $108,000
Total Construction Costs $986,000 $930,000
Right of way $5,000 $5,000
Total Cost $991,000 $935,000
VI NATURAL RESOURCES
A Introduction
The project study area is approximately 400 feet wide, centered on SR 1564, and approximately
600 feet long, centered on the existing bridge The project study area encompasses
approximately 5 8 acres
The project study area is located within the Broad Basins ecoregion within the Blue Ridge
Mountain physiographic province of North Carolina Elevations within the project study area
range from a high of approximately 1625 feet National Geodetic Vertical Datum (NGVD) to a low
of approximately 1600 feet NGVD (Peachtree, NC 7 5-minute quadrangle [Photo revised 1973])
within the overrun
B. Physical Characteristics
1. Water Resources
The project study area is located within sub-basin 04-05-01 of the Hiwassee River Basin
(NCDWQ 2002) This area is part of USGS Hydrologic Unit 06020002 (Seaber et al 1987)
of the Tennessee Region The structure targeted for replacement spans Brasstown Creek
overrun, a linear wetland within the Brasstown Creek floodplain that only transports surface
5
Table 3. Jurisdictional Areas Within Alternate Cut-Fill Limits (area given in acres)
Jurisdictional Wetiar4e ,F
Permanent Tempora
Alternate 1A 0 01 0 09
Alternate 2A (Preferred) 0 01 0 03
2. Permits
Impacts to jurisdictional wetlands are minimal and no surface waters are involved Therefore
no permits will be required from the US Corps of Engineers or the North Carolina
Department of Water Quality
The proposed project is located in the Tennessee Valley Authority's (TVA) Land
Management District If the bridge is replaced along the existing alignment, as proposed,
approval under Section 26a of the TVA Act will not be needed However, TVA will review
the final bridge design plans to confirm this determination
3 Federally Protected Species
Species with the federal classification of Endangered, Threatened, or officially proposed for
such listing are protected under the Endangered Species Act (ESA) of 1973, as amended
(16 U S C 1531 et seq ) The term "Endangered Species" is defined as "any species which
is in danger of extinction throughout all or a significant portion of its range," and the term
"Threatened Species" is defined as "any species which is likely to become an Endangered
species within the foreseeable future throughout all or a significant portion of its range" (16
US C 1532)
The most current list provided by the USFWS (May 2007, USFWS 2007) includes six
federally protected species with ranges that extend into Cherokee County (Table 4)
Table 4 Federally Protected Species Listed for Cherokee County
as of May 2007 (USFWS 2007)
Common Name Scientific Name Status*
Bog turtle Glyptemys (Clemmys) muhlenbergii T (S/A)
Indiana bat Myotis sodalis E
Cumberland bean Villosa trabalis E
Little-wing pearlymussel Pegias fibula E
Tan riffleshell Epioblasma florestina walkeri E
Small-whorled pogonia Isotria medeoloides T
* ederal Status E--Endangered, a taxon "in danger of extinction throughout all or a significant portion
of its range," T--a taxon "likely to become endangered vnnthin the foreseeable future throughout all or a
significant portion of its range," T (S/A) - Threatened, due to similarity of appearance
7
Isotria medeoloides (Small-whorled pogonia) Threatened
Family Orchidaceae
Date Listed September 10, 1982
No open forest was observed within the project study area NCNHP records (reviewed
February 2005) document no occurrence of the small-whorled pogonia within 2 0 miles of
the project study area This project is anticipated to have No Effect on the small-whorled
pagonia
BIOLOGICAL CONCLUSION
NO EFFECT
Epioblasma florentina walken (Tan riffleshell) Endangered
Family Unionidae
Date Listed August 23, 1977
Brasstown Creek Overrun has only occasional stream flow during flooding NCNHP records
(reviewed February 2005) document no occurrence of this species within 2 0 miles of the
project study area This project is anticipated to have No Effect on the tan riffleshell
BIOLOGICAL CONCLUSION: NO EFFECT
VII HUMAN ENVIRONMENT
A. Cultural Resources
1. 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 at36
CFR Part800 Section 106 requires Federal agencies to take into account the effect
of their undertakings (federally funded, licensed, or permitted) on properties included
in or eligible for inclusion in the National Register of Historic Places and to afford the
Advisory Council a reasonable opportunity to comment on such undertakings
2 Historic Architecture
The State Historic Preservation Office (HPO) identified the John C Campbell Folk
School Historic District, bounded by SR 1564, SR 1558, SR1604 and SR 1565,
Brasstown vicinity and requested surveys for historic structures in their memo dated
March 30, 2005 Afield survey of the Area of Potential Effects (APE) was conducted
by an NCDOT architectural historian and one structure (Bridge No 98) over 50 years
of age within the APE was recorded The photograph of this structure along with an
evaluation was shown at a meeting on November 14, 2005 At that meeting HPO
staff concurred that this structure was not eligible for the National Register and a
form was signed that reflects this finding A copy of the concurrence form is
attached HPO staff advised that effects consultation is required because Bridge No
981s inside the John C Campbell Folk School Historic District An Effects meeting
9
and the limitation of construction to daytime hours The transmission loss characteristics of
nearby natural elements and man-made structures are believed to be sufficient to moderate
the effects of intrusive construction noise
D Farmland
The Farmland Protection Policy Act requires all federal agencies or their representatives to
consider the potential impacts to prime and important farmland soils by all land acquisition
and construction projects Since the bridge will be replaced at the existing location, the
Farmland Protection Policy Act does not apply
VIII GENERAL ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact Replacement of the inadequate bridge
and construction of safety improvements will result in safer and overall more efficient traffic
operations
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
Cherokee County is a participant in the Federal Flood Insurance Program The bridge is located
within an Approximate Study Area Since the proposed replacement would be a structure similar in
waterway opening size, it is not anticipated that it will have any adverse impact on the existing
floodplain
An examination of records at the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, Groundwater Section and the North Carolina Department of
Human Resources, Solid Waste Management Section revealed no underground storage tanks or
hazardous waste sites in the project area
IX AGENCY COMMENTS
Scopmg letters were sent to the following agencies Agencies that responded are marked with an
asterisk The US Fish and Wildlife Service response recommended that habitat surveys be
performed for the Small-whorled pogonia and the Indiana bat and identified the bog turtle as a
species of concern These concerns have been adequately addressed in the document
Correspondence from the NC Division of Archives and History are attached The other agency
responses had no unique concerns
Federal Agencies
US Fish and Wildlife Service-Ashevdle*
US Army Corps of Engineers-Asheville
US Army Corps of Engineers-Wilmington
Environmental Protection Agency-Raleigh
State Agencies
NC Wildlife Resources Commission*
NC Department of Environment and Natural Resources
NC Division of Water Quality/Wetlands*
11
7) The John C Campbell Folk School will coordinate with Division 14 on the placement of
four iron lampposts within NCDOT right of way These lamps will not be attached to the
bridge
8) Native stone will be used in lieu of standard rip rap in the slope protection of the bridge
The native stone will be a rock similar to rock found in the creek bed or used in the
foundation of buildings at the John C Campbell Folk School
XI. PUBLIC INVOLVEMENT
A mailing list was developed for property owners living near the bridge The mailing list had
approximately 18 names including local officials and news media A newsletter was mailed to those
on the list The newsletter included pertinent information concerning the bridge replacement A
second newsletter was sent to those on the mailing list and announced a Citizens Informational
Workshop The workshop was held on December 6, 2005 from 5 pm to 7 pm in the Brasstown
Community Civic Center, 255 Setawig Road, Brasstown The meeting consisted of an open house
format Four alternatives, Alternative 1 (Bottom-Less Culvert) & 1A (Bridge) and Alternative 2
(Bottom-Less Culvert) & 2A (Bridge), were displayed and included in handouts provided at the
workshop Four citizens attended the workshop One comment pertinent to the proposed project
was received as follows
The Director of the John C Campbell Folk School commented that he preferred the
alternative that would locate the temporary detour on the south side of the existing bridge
and preference for replacement of the existing bridge at the same location with a bottom-
less culvert The Director also requested that the structure be provided with a simulated
stone facing and minimum guard protection at the headwall The Director voiced concern
about safety of pedestrian traffic and requested that lighting for pedestrian traffic be
maintained It was discussed that if the permanent structure is ultimately decided to be a
bottom-less culvert then the lighting can continue along the shoulder as it presently does If
a bridge is selected as the permanent structure (the preferred alternate), then the Director
requested that the lighting be designed integral with the bridge railings, the lighting fixtures
be coordinated with the School and the bridge width and bridge rail be designed to
accommodate pedestrian traffic The Director also requested the bridge, if selected, should
also be provided with the simulated rock-facing (The concerns of the Director were
discussed at the Effects meeting held on March 23, 2007 and resulted in the project
commitments included in this report )
Xi. CONCLUSION
On the basis of the above discussion, it is concluded that no significant adverse environmental
effects will result from the implementation of this project The project is therefore considered to be a
federal "Categorical Exclusion" due to its limited scope and lack of substantial environmental
consequences
13
1 154 64 1546 ^
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PROJECT LOCATION 135
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1604 1137 1
110
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John C Campbell 1199
Folk School faS V(m ' •?
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1564 --,
Brasstovm
1131 -
Cherokee County
Cherokee County
Tennessee Graham
County
. ter,
BLOB
19
Macon
Bus County
84 Clay
County
Georgia
PflffJECT LQCATION
SR 1564
(BRASSTOWN ROAD)
REPLACE BRIDGE NO. 98 over
BflASSTOWPI CHEEK OVERRUN
B-4072
Cherokee County, North Carolina
PROJECT VICINITY
Figure 1
VIEW BENEATH RIZI )GE SIO. 98
VIFNY {I1; RRII)GE NO. 98 LOOKING I AST TONN" 1RDS BRAtiti`I'OWN''

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North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B Sandbed Admimsmtor
Michael F La?ley Governor Office of ATCh1VCS and Flistory
Lisbeth C brans, Secretary Division of Historical Resources
Jeffrey 1 Crow, Deputy Secremy David Brook, Director
March 30, 2005
MEMORANDUM
TO Gregory Thorpe, Ph D , Director
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROM Peter B SandbeckpA?v ?b5
V5
SUBJECT- SR 1564, Bridge 98 over Brasstown Creek Overrun, B-4072, Cherokee County, ER 04-3222
Thank you for your letter concerning the above project
Two previously recorded archaeological sites, 31 CY2 and 31 CE14, are located within or in very close
proximity, to the proposed project These two sites, recorded on both sides of the creek and assigned
numbers within the respective counties, were likely the location of a Cherokee village Neither site has been
evaluated for National Register eligibility
We recommend that a comprehensive survey be conducted by an experienced archaeologist to identify and
evaluate the significance of archaeological remains that may be damaged or destroyed by the proposed
project Potential effects on unknown resources must be assessed pnor to the i utiatton of construction
activities. "
We have conducted a search of our maps and files and located the following structure of historical or
architectural importance within the general area of this project
John C Campbell Folk School Historic Distnct, SR 1564, SR 1558, SR 1604, and SR 1565,
Brasstown vicinity
We recommend that a Department of Transportation architectural histonan identify and evaluate any
structures over fifty years of age within the project area, and report the findings to us
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
Location Matting Address Telephone/Fax
y ADMINISTRATION 507 N Blount Street, Raleigh NC 4617 Mad Service Center, Raleigh NC 27699-4617 [phone]/733 8653
RESTORATION 515 N Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 (919)7316547/715 4801
SURVEY & PLANNING 515 N Blount Street, Raleigh, NC 4017 Mail Sen ice Center, Raleigh NC 27699-4617 [phone]/7154801
Thank you for your cooperation and consideration If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763 In all future
communication concerning thus pro)ect, please cite the above-referenced tracking number
cc Mary Pope Furr, NCDOT
Matt Wilkerson, NCDOT
.,•. STATpo
giMr+
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B Sandbeck Adnumstrator
Michael F Easley, Governor Office ofArchiYes and History
Lisbeth C Evans, Secretary Division of Historical Resources
Jeffrey J Crow, Deputy Secretary David Brook, Director
August 10, 2006
MEMORANDUM
TO Matt Wilkerson
Division of Highways
North Carolina Department of Transportation
FROM Peter Sandbeck VLl-' I
SUBJECT SR 1564, Bridge 98 over Brasstown Creek Overrun, B-4072, Cherokee County, ER 04-3222
Thank you for your letter transmitting the archaeological survey report by Gerold Glover for the above
project We apologize for the delay in our response
During the course of the survey, one site was located within the project area Dr Glover has recommended
that no further archaeological investigation be conducted in connection with this project We concur with this
recommendation since the project will not involve significant archaeological resources
The above comments are made pursuant to Section 106 of the National Histone Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800
Thank you for your cooperation and consideration If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763 ext 246 In all future
communication concerning this project, please cite the above referenced tracking number
cc Gerold Glover, NCDOT
Location Mailing Address TelephonefFax
• ADMINISTRATION 507 N Blount Street, Raleigh NC 4617 Mad Service Center Raleigh NC 27699-4617 [phone]f733-8653
RESTORATION 515 N Blount stmt, Raleigh NC 4617 Mail Service Center Raleigh NC 2769913617 [phone]x/15-0801
SURVEY & PLANNING 515 N Blount Street, Raleigh. NC 4617 Mad Service Center Raleigh NC 27699.4617 [phone]x1154801
Federal Aid # BRZ-1564(3) TIP # B-4072 County Cherokee
CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS
Project Description Replace Bridge No. 98 over Brasstown Creek Overrun
On 23 March 2007 representatives of
® North Carolina Department of Transportation (NCDOT)
® Federal Highway Administration (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 within the
project's area of potential effect The property/properties and effect(s) are listed on the
reverse
Signed
?t?--' 3 • Z3 .o-.
FHWA, for the Division Administrator, or other Federal Agency Date
Representative, HPO Date
tate Histonc Preservation Officer Date
PROJECT COMMITMENTS
• The permanent bridge and roadway will be designed and constructed at its existing
location within the 60 foot right-of-way
• The temporary on-site detour will be constructed utilizing a 35 mph design speed and
located within the temporary construction easements on the south (upstream) side of
the existing bridge Pedestrian traffic will be allowed along the shoulder of the
temporary on-sate detour
• The temporary bridge and roadway approaches for the on-sate detour will be
removed upon completion of the permanent bridge and roadway
• The proposed bridge rail will be a standard one-bar metal rail painted black
• Landscape restoration will occur within the area of the temporary construction
easement The existing footpath and lighting on the south side of SR 1564 will be
restored of disturbed during construction
• The guardrail associated with the proposed bridge will be painted black
• The John C Campbell Folk School will coordinate with Division 14 on the placement
of four iron lampposts within NCDOT right-of-way These lamps will not be attached
to the bridge
• Native stone will be used in lieu of standard rip rap in the slope protection of the
bridge The native stone will be a rock similar to rock found in the creek bed or used
in the foundation of buildings at the John C Campbell Folk School

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