20050607 Ver 1_Complete File_20050627

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STATE OF NORTH CAROLINA ~~Y
DEPARTMENT OF TRANSPORTATION ,
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
June 14, 2005
Mr. William D. Gilmore, P.E., Director
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
Subject: Addendum to Prior Request of Mitigation. for TIP Project B-3665, .Proposed
replacement of Bridge No. 265 on SR 1791 (Ballenger Rd) over Dunn Creek in
Henderson County. Federal Project No. BRZ-1791(1), .State Project No.
8.2952001.
Please reference our previous request for compensatory mitigation dated December 21, 2004 and
the EEP Acceptance Letter dated February 7, 2005. Due to a change in the US Army Corps of
Engineers interpretation that all jurisdictional impacts must be mitigated for, it is requested that
the Nrt`th Carolina Ecosystem Enhancement Program (EEP) provide mitigation for an additional
0.019 acre of riverine wetland impact, in addition to the 170 feet of stream impacts previously
reques+ed. Please provide NCDOT confirmation that the EEP is willing to provide compensatory
mitigation for the project in accordance with the Memorandum of Agreement (MOA) signed July
22, 2bf13 by the USACE, NCDENR, and NCDOT.
Please send the letter of confirmation to Ms. Angie Pennock (USACE Coordinator) at the U.S.
Army Corps of Engineers Asheville Regulatory Field Office, 151 Patton Avenue, Room 28,
Asheville, NC 28801-5006. Ms. Pennock's FAX number is [phone]. The current let date
for the project is November 15, 2005, for which the let review date is September 27, 2005.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ requires
a formal letter from EEP indicating their willingness and ability to provide the mitigation work
requested by NCDOT. The NCDOT requests such a letter of confirmation be addressed to Mr.
John Hennessy of NCDWQ, with copies submitted to NCDOT.
MAILINti ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27899-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

If you have any questions or need additional information, please contact Tyler Stanton at
[e-mail] or [phone].
Cc:
Sincerely,
~~14
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development and Environmental Analysis Branch
Mr. John Hennessy, NCDWQ
Mr. Brian Wrenn, NCDWQ
Ms. Angie Pennock, USACE
Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit
Mr. Omar S. Sultan, NCDOT Program Management
Ms. Laurie P. Smith, CPA, NCDOT Program Management

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U.S. ARMY CORPS OF ENGINEERS ~F s ~• ;Q 2 ~ ~~
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WILMINGTON DISTRICT ~~'~;~y~.~~~` `9 ~ O
OSgTF''', ~~ lIS
rgP~QU •', ,, ,
Action Id. 200230311 County Henderson U.S.G.S. Quad Henc~~f, ille
~'~'cy
INCOMPLETE APPLICATION
Responsible Party: North Carolina Department of Transportation
Project Development and Environmental Analysis
Attn: Tyler Stanton
Address: 1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Telephone: [phone]
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project is the
proposed replacement of Bridge No. 265 on SR 1791 (Ballenger Road), over and in Dunn Creek,
Henderson County, North Carolina. The current proposal is to replace the existing bridge with a double
box culvert.
Type of Permit Applied For (check one): IP ( ) NWP (X) GP ( )
Applicable law: Section 404 of the Clean Water Act (X); Section 10, Rivers and Harbor Act ( )
YOUR APPLICATION IS INCOMPLETE AND CANNOT BE PROCESSED UNTIL THE
FOLLOWING INFORMATION IS RECEIVED (CHECK ALL THAT APPLY):
X Your application form has not been completed and/or signed (see remarks)
Under the conditions of Nationwide Permit ,mitigation is required for your project.
The mitigation proposal submitted with your application is either insufficient or absent
(see remarks).
X Your application did not include a statement explaining how avoidance and minimization
for losses of waters of the U.S. were achieved on the project site (see remarks).
Your submitted project plans or maps were insufficient, too large, or not legible (see
remarks)
Your application did not include an accurate delineation of affected special aquatic sites,
including wetlands, vegetated shallows, and riffle and pool complexes as required.
You must submit a copy of your application to the NC Wildlife Resources
Commission (WRC) since your proposed work is in a designated trout water county (see
remarks section below for the address of your WRC representative). SEE REMARKS.
Other (see remarks below)

.~
REMARKS: No Pre-Construction Notification (PCN) was submitted with the cover
letter and categorical exclusion. The alternatives discussed in the documents submitted
do not include replacing the bridge with another bridge. Additional information
associated with avoidance and minimization is required.
Date: Anri126.2005
Corps Regulatory Official: Angie Pennock Telephone No.: [phone] ext 226
Corps Regulatory Field Office Address: Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
CC: Mr. Brian Wrenn
Division of Water Quality
North Carolina Department of Environment and
Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

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STATE OF NORTH CAROLINA
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DEPARTIV~NT OF TRANSPORTATION N~
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MICHAEL F. EASLEY LYNDO TIPPE"I"1'
GOVERNOR SECRETARY
July 13, 2005
U.S. Army Corps of Engineers
Asheville Regulatory Field Office Q ~ ~ ~ ~.
151 Patton Avenue /Room 208
Ashev>lle, North Carolina 28801-5006
Attention: Ms. Angie Pennock
NCDOT Coordinator
Dear Madam:
Subject: Revised Plans for the proposed replacement of Bridge No. 265 on SR-
1791 (Ballenger Road) over Dunn Creek in Henderson County. Federal
Project No. BRZ-1791(1), State Project No. 8.2952001, T.I.P. B-3665.
Reference: Nationwide Permit 23 Application, dated Apri18, 2005; Action I.D.
200230311; and May 10, 2005 Memo (Subject: Response to Incomplete
Application status)
On April 8, 2005 NCDOT applied for a Nationwide Permit 23. Subsequently, NCDOT became
aware that a wetland boundary line was inadvertently omitted from the permit drawings. Please
note in the attached revised drawings the addition of the wetland boundary in the Northeast
Quadrant (Sta. 16+30 -Sta. 18+00) of the project site. Impacts to 0.019 acre due to mechanized
clearing are proposed for this wetland. A letter from the Ecosystem Enhancement Program (EEP)
indicating their willingness and ability to provide the additional mitigation for the unavoidable
wetland impacts is forthcoming. The project has a Let Date of November 15, 2005 with a
Review Date of September 27, 2005. With the submittal of this additional information, NCDOT
hereby requests that these activities be authorized by a Nationwide Permit 23.
Copies of these revised plans along with the permit application will be posted on the NCDOT
website at: http://www.ncdot.org/planning/pe/naturalunit/Permit.html. If you have any questions
or need additional information, please contact Tyler Stanton at [e-mail] or
[phone].
' Sincerely,
(~--,~~ .
~' Gregory J. orpe, Ph.D. Environmental Management Director,
Project Development and Environmental Analysis Branch
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT' DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1$98 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBS/TE: WWW.NCDOT.ORG
LOCATION:
2728 CAPRAL BLVD.
PARKER LfNCOLN BUILDING. SURE 168
RALEIGH NC 271104

t
W/attachment:
Mr. John Hennessy, NCDWQ (2 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J. B. Setzer, P.E., Division Engineer
Mr. Mark Davis, DEO
W/o attachment:
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Khaled Al-Akhdar, P.E., PDEA

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DIVISION OF HIGHWAYS
~ (' ~ ~ ~ ~ HENDERSON COUNTY
J ~ PROJE(.'T:3b410.i.i (B-b665)
BRIDGE N0.266 OVER
DUNN CREEg AND
APPROACHES ON SR 1791
SHEET OF f ~/ / lE / 0~
NORTH CAROLINA

11~~`LJ1usN~
-WLB WETLAND BOUNDARY
WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
• DENOTES MECHANIZED
a ~ r" s " . CLEARING
-~ FLOW DIRECTION
TBS.-~ TOP OF BANK
---- WE EDGE OF WATER
- - ~ - - PROP. LIMIT OF CUT
- - -~- - PROP. LIMIT OF FILL
PROP. RIGHT OF WAY
- - NG- - NATURAL GROUND
- - PL - - PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
- EAB- • EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- • E
D
PLANT BOUNDARY
- - ~ - - - WATER SURFACE
XX XXX X z LIVE STAKES
BOULDER
- - - CORE FIBER ROLLS

PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
_ WOODS LINE

DRAINAGE INLET
ROOTWAD
RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
~RASS SWALE
® DENOTES IMPACTS TO
BUFFER ZONE 1
® DENOTES IMPACTS TO
BUFFER ZONE 2
DENOTES AREA TO BE EXCAVATED
NCB®°]C
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT: bb210.1.1 (B-b665>
BRIDGE N0.265 OVER
DUNN CREEg AND
APPROACHES ON SR 1791
SHEET Z OF ~ ~/ lb/ 0~1

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2 Bruoe & Joke Mar~Eeller
3 John ~ Sarah Murray
~ Jamer & Clera Mawn
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
May 10, 2005
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue /Room 208
Asheville, North Carolina 28801-5006
Attention: Ms. Angie Pennock
NCDOT Coordinator
Dear Madam:
~~
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ti
LYNDO TIPPETTCy
SECRETARY
Subject: Response to Incomplete Application status of the proposed replacement
of Bridge No. 265 on SR-1791 (Ballenger Road) over Dunn Creek in
Henderson County. Federal Project No. BRZ-1791(1), State Project No.
8.2952001, T.I.P. No. B-3665.
Reference: Action I.D. 200230311
The purpose of this letter is to respond to the Incomplete Application notice, dated April 26,
2005. As you are aware, NCDOT plans to replace bridge No. 265 with atwo-barrel reinforced
concrete box culvert at 11 feet by eight feet and approximately 60 feet in length at the existing
location. The proposed roadway cross section will include two I 1-foot travel lanes and 5-foot turf
shoulders. The new structure will be buried 12 inches below the bed of the creek. Traffic will be
maintained on an offsite detour during construction and temporary impacts will be avoided.
As stated in the Nationwide 23 application, the water resource impacted for project B-3665 is
Dunn Creek. Dunn Creek is in the French Broad River Basin [sub-basin # 04-03-02]. The North
Carolina Department of Environment and Natural Resources classifies Dunn Creek [DWQ Index
# 5-55-8-1-1] as "C". No special provisions are required for Dunn Creek.
Regarding the remarks indicating aPre-Construction Notification (PCN) was not submitted with
the cover letter and categorical exclusion (CE), a project processed as a CE in accordance with 23
CFR § 771.115(b) under a Nationwide Permit 23 (FR number 10, pages 2020-2095; January 15,
2002) a PCN is not required. Public Notice was provided during the NEPA process prior to the
authorization of the CE document.
According to the NCDOT Hydraulic Unit, the use of a culvert is needed to maintain current
hydraulic function, due to the existing vertical abutments. The existing crossing is a 31-foot
Timber Bridge with an approximate waterway opening of 86 square feet. Overtopping occurs in
the right floodplain at a five-year storm event, with the existing roadway overtopping elevation
approximately two feet below the roadway elevation at the bridge. There are insurable structures
located upstream in the left floodplain that are below the 100-year water surface elevation. These
include several house trailers and also a small sewer treatment plant. For the new design to not
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] CAPITAL BLVD.
PROTECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER RALEIGH NC 27604
RALEIGH NC 27699-1598 WsesrrE: WWN'.NCDOT.ORG

increase the water surface, the roadway grade must match as close as possible the existing grade
from station 18+00 to station 21+00. This results in a grade greater than 4 percent over the
waterway; therefore a cored slab bridge can not be used. The superstructure depth of other bridge
span options would not provide an adequate waterway opening. A culvert must be used to avoid
increased floodwater surface elevations.
Because no special conditions are necessary for Dunn Creek, the hydraulic nature of the site, and
relatively lower cost of a culvert versus a bridge, the NCDOT feels a culvert is warranted. In
addition, the NCDOT believes that since a PCN is not required for a Nationwide 23, the permit
application was complete as submitted. If you have any questions or need additional information,
please contact Tyler Stanton at [e-mail] or [phone].
Sincerely,
I~-
Gregory .Thorpe, Ph.D. Environmental Management Director,
Project Development and Environmental Analysis Branch
Cc:
Mr. Brian Wrenn, NCDWQ
B-3665 File

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MiCI-tnE~ F. E,as~EY
GOVERNOR
April 8, 2005
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue /Room 208
Asheville, North Carolina 28801-5006
Attention: Ms. Angie Pennock
NCDOT Coordinator
Dear Madam:
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LYNDO TtPPE'["I~Q~,
SECRETARY •`yY
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Subject: Nationwide Permit 23 Application for the proposed replacement of
Bridge No. 265 on SR-1791 (Ballenger Road) over Dunn Creek in
Henderson County. Federal Project No. BRZ-1791(1), State Project No.
8.2952001, T.I.P. No. B-3665.
Please find enclosed three copies of the project planning report for the above referenced project,
along with a project site map, and permit drawings. NCDOT plans to replace bridge No. 265
with a reinforced concrete box culvert with two barrels at 11 feet by eight feet and approximately
60 feet in length at the existing location. The proposed roadway cross section will include two 11-
foot travel lanes and 5-foot turf shoulders. The new structure will be buried 12 inches below the
bed of the creek. Traffic will be maintained on an offsite detour during construction. The project
Let date is November 15, 2005 with a Review Date of September 27, 2005.
Bridge Demolition
The superstructure of Bridge No. 265 is a single span structure consisting of a timber deck on
steel I-beams supported by timber caps and piles, with an overall length of 31 feet and a clear
roadway width of 20 feet. Bridge No. 265 can be removed without dropping components into
Waters of the United States. Guidelines for bridge demolition and removal will be followed in
addition to Best Management Practices for the Protection of Surface Waters and BMP's for
Bridge Demolition and Removal.
Waters of the United States
The water resource impacted for project B-3665 is a Dunn Creek. Dunn Creek is in the French
Broad River Basin [sub-basin # 04-03-02]. The North Carolina Department of Environment and
Natural Resources classifies Dunn Creek [DWQ Index # 5-55-8-1-1] as "C". Class "C" waters
are suitable for secondary recreation, fishing, wildlife, fish and aquatic life propagation and
survival, and agriculture.
There are no Outstanding Resource Waters (ORW), High Quality Waters (HQW), WS-I, or WS-
II within 1 mile upstream or downstream of the project study area.
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-71 S-1 S00 2728 CAPITAL BLVD.
PROIECTDEVELOPMENTANDENVIRONMENI'ALANALYSIS FAX: [phone] PARKERLNCOW BUILDING, SUITE 168
1598 MAIL SERVICE CENTER RALEIGH NC 27604
RALEroH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG

1"
Dunn Creek is not designated as a National JVild and Scenic River or a State Natural and Scenic
River.
Permanent impacts will result from the cpnstruction of this project (see permit drawings). The
proposed culvert will result in 170 linear feet of impacts to Dunn Creek and 0.03 acre to surface
waters.
Temporary Impacts: Temporary dewatering is necessary for culvert installation. Diking materials
and methods will be determined during construction by the contractor, and will adhere to
NCDOT Best Management Practices for Construction and Maintenance Activities. Because all
temporary dewatering will occur within the proposed limits of permanent impact, no additional
temporary impacts to Dunn Creek are necessary for culvert installation.
Avoidance & Minimization
The construction of this project has minimized the extent of the built-upon area by using the
existing alignment for the widening. Traffic will be maintained using an off site detour. Best
management practices (BMP's) will be utilized to minimize water quality impacts. In addition,
the floor of the RCBC will be buried 12 inches below the streambed to allow aquatic organisms
passage during low flow conditions. No portion of the project is located in the critical area of the
watershed. In compliance with 15A NCAC 02B.0104(m) we have incorporated the use of BMP's
in the design of the project.
Mitigation
The U.S. Army Corps of Engineers' interpretation of Nationwide Permits is that all impacts to
perennial streams or intermittent streams that exhibit important aquatic function require
mitigation. Therefore, the remaining unavoidable impacts to 170 linear feet of stream will be
offset by compensatory mitigation.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), it is
understood that the North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Frogram (EEP), will assume responsibility for satisfying the federal
Clean Water Act compensatory mitigation requirements for NCDOT projects that are listed in
Exhibit 1 of the subject MOA during the EEP transition period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to offset
unavoidable impacts to waters that are jurisdictional under the federal Clean Water Act will be
provided by the EEP. The offsetting mitigation will derive from an inventory of assets already in
existence within the same 8-digit cataloguing unit. The Department has avoided and minimized
impacts to jurisdictional resources to the greatest extent possible as described above.
Federally-Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed Endangered,
and Proposed Threatened are protected under provisions of Section 7 and Section 9 of the
Endangered Species Act of 1973, as amended. As of February 24, 2003, the Fish and Wildlife
Service (FWS) lists eight federally protected species (Table 1) for Henderson County. Biological
Conclusions of No Effect were reached for all protected species and remain valid.

r
Table 1. Federally-protected species of Henderson County.

Clemm s muhlenber ii J.
Bo turtle s .., ,_
Threatened S/A
No Effect
Alasmidonta raveneliana A alachian elktoe Endan ered No Effect
E ioblasma c sae ormis stet mussel Endan ered No Effect
!softie medeoloides Small-whorled o onia Threatened No Effect
Helonias bullata Swam ink Threatened No Effect
Sa 'ttaria asciculata Bunched arrowhead Endan ered No Effect
Sarracenia 'onesit Mountain sweet itcher lent Endan ered No Effect
Si inchium dichotomum White irisette Endan ered No Effect
Endangered - A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened - A taxon "likely to become endangered within the foreseeable future throughout all or a significant portion of it's range."
Threatened (S/A) -Threatened due to similarity of appearance (e.g., American alligator}-a species that is threatened due to similarity
of appearance with other rare species and is listed for its protection.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR § 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 23 (FR number 10,
pages 2020-2095; January 15, 2002).
Section 401 Certification: We anticipate 401 General Certification number 3403 will apply to this
project. In accordance with 15A NCAC 2H .0501(a) we are providing two copies of this
application to the North Carolina Department of Environmental and Natural Resources, Division
of Water Quality, for their records.
A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/planning/pe/naturalunit/Permit.html. If you have any questions or need
additional information, please contact Tyler Stanton at [e-mail] or
[phone].
Sincerely,
. ~~h ___.
o-Grego J. Thorpe, Ph.D. Environmental Management Director,
Project Development and Environmental Analysis Branch
W/attachment:
Mr. John Hennessy, NCDWQ (7 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J. B. Setzer, P.E., Division Engineer
Mr. Mark Davis, DEO
W/o attachment:
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE,
Wilmington
Ms. Beth Harmon, EEP
Ms. Laurie P. Smith, CPA, NCDOT,
Program Management
Mr. Khaled Al-Akhdar, P.E., PDEA

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:~E~co stem
PROGRAM
February 7, 2005
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, NC 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter.
B-3665, Bridge 265 over Dunn Creek, Henderson County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide stream mitigation for the subject project. Based on the information supplied
by you in a letter dated December 21, 2004, the impacts are located in CU 06010105 of the
French Broad River Basin in the Southern Mountains (SM) Eco-Region, and aze as follows:
Stream Impacts: 170 feet
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Cazolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The mitigation for the subject project will be provided
in accordance with this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
,mss, ~."~c~' -- C~'h~`-`r~'Y'
William D. Gilmore, P.E.
EEP Director
cc: Ms. Angie Pennock, USACE-Asheville
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3665
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0476 / vrww.nceep.net

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~y PROJECT: 33210.1.1 (B-3665)
BRIDGE N0.265 OVER
DUNN CREEK AND
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DIVISION OF HIGHR'AYS
HENDERSON COUNTY
°~° ®~ ® ~ ~ ~ PROJECT: 33210.1.1 (B-3665)
BRIDGE N0.265 OVER
SCALE: 1" :2000' DUNN CREE)~ AND
APPROACHES ON SR 1791
SHEET 3 OF ~~ ~,d 13 ~ 0~

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REFERENCE NO. ll ~®~~~~ 11
NAMES AND
NAMES ® Y V ~~~~
ADDRESSES
ADDRESSES
RE.1 Boa ~Q9~A
1 Billy & KaEhy Hill F1aE Rock, NC 28731
RE.1 Bo: ~93A
2 John & Sarah Murray F1aE Rock, NC 28731
RE.1 Boa X93
3 Jaroeo & C1ars Mann F1aE Rock, NC 28731
RE.1 Boa ~95B
~ Bruce ~ Joyce Mareteller F1aE Rock, NC 28731
~~~®~
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT: 33210.1.1 (B-3665)
BRIDGE N0.265 OVER
DUNN CREEg AND
APPROACHES ON SR 1791
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Henderson County
SR 1791 (Ballenger Road)
Bridge No. 265 Over Dunn Creek
Federal-Aid Project No. BRZ-1791(1)
State Project No. 8.2952001
T.I.P. No. B-3665
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
~l ~
DA E Gail s , P.E., Assistant Manager
Project Development and Environmental Analysis Branch,
NCDOT
D T o s L. Graf, P.E.
Division Administrator, FHWA

Henderson County
SR 1791 (Ballenger Road)
Bridge No. 265 Over Dunn Creek
Federal-Aid Project No. BRZ-1791(1)
State Project No. 8.2952001
T.I.P. No. B-3665
CATEGORICAL EXCLUSION
September 2002
Documentation Prepared by:
Barbara H. Mulkey Engineering, Inc.
3
Tomm ister, EI Date
Project Manager
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For the North Carolina Department of Transportation
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John C. Wadsworth, PE
Project Manager
Consultant Engineering Unit

PROJECT COMMITMENTS
Henderson County
SR 1791 (Ballenger Road)
Bridge No. 265 Over Dunn Creek
Federal-Aid Project No. BRZ-1791(1)
State Project No. 8.2952001
T.I.P. No. B-3665
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, NCDOT's Guidelines for 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:
Project Development and Environmental Analysis Branch:
A copy of the environmental planning document will be submitted to the Tennessee Valley Authority
(TVA). -
Hydraulics Unit /Structure Design Unit:
This project will be reviewed under Section 26a of the Tennessee Valley Authority (TVA) Act. The
final bridge plans, hydraulic analysis of the effects of the replacement structure on the 100-year flood
elevation, and notice of compliance with the Historic Preservation Act of 1966 will be forwarded to
TVA for approval.
B-3665 Categorical Exclusion
September, 2002
Green Sheet

Henderson County
SR 1791 (Ballenger Road)
Bridge No. 265 Over Dunn Creek
Federal-Aid Project No. BRZ-1791(1)
State Project No. 8.2952001
T.I.P. No. B-3665
INTRODUCTION: Bridge No. 265 is included in the North Carolina Department of Transportation
(NCDOT) 2002-2008 Transportation Improvement Program (T.I.P.) and in the Federal-Aid Bridge
Replacement Program. The bridge location is shown in Figure 1. No substantial environmental impacts
are anticipated. The project is classified as a Federal "Categorical Exclusion".
I. PURPOSE AND NEED
The NCDOT Bridge Maintenance Unit records indicate the bridge has a sufficiency rating of
52.3 out of a possible 100 for a new structure. The bridge is considered functionally obsolete.
The replacement of this inadequate structure will result in safer and more efficient traffic
operations.
II. EXISTING CONDITIONS
Bridge No. 265 is located on Ballenger Road (SR 1791) in Henderson County over Dunn Creek.
Ballenger Road is classified as rural local in the statewide functional classification system. Land
use in the project area is rural, with apple orchards occupying a large portion of the cleared land
in the area. Some residential development has begun along Ballenger Road and other similar
roads nearby. Ballenger Road is a two-lane facility that serves local traffic. It is located
approximately 2 miles (3.2 kilometers) east of the City of Hendersonville.
Bridge No. 265 is located in the jurisdiction of the Tennessee Valley Authority (TVA) oversight.
Henderson County is designated as a trout county by the North Carolina Wildlife Resources
Commission. However, Dunn Creek is not classified as trout waters.
The existing bridge is a single-span structure with an overall length of 31 feet (9.4 meters) and a
existing roadway width of 20 feet (6.1 meters). It was constructed in 1962. The bridge consists
of a timber deck on steel I-beams, with timber caps and piles. Bridge No. 265 has a single
vehicle (SV) posted weight limit of 32 tons (32.5 metric tons). It is not posted for truck-tractor
semi trailer (TTST).
On February 13, 1996 Bridge No. 265 had a sufficiency rating of 44.1. Minor repair work has
been done on this bridge since 1996 raising the sufficiency rating to 52.3. The timber structure
of this bridge will continue to create maintenance problems.
The approach roadway consists of two lanes with a clear roadway width of 18 feet (5.5 meters).
Approximately 550 feet (168 meters) south of the bridge there is a curve with a radius of 750 feet
(228 meters). At the bridge, there is a curve with a radius of approximately 7,639 feet (2,328
meters). The approach roadway north of the bridge has a curve with a radius of 22,918 feet
(6985 meters).
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 1

An overhead power line is located west of the bridge and a telephone line is located east of the
bridge. The telephone line is under ground until it reaches the stream. A 36-inch (900-
milimeter) metal storm drain pipe enters the creek just upstream of the bridge on the left bank
(looking downstream). It is anticipated that the utility impacts will be minimal.
Ballenger Road (SR 1791) has a posted speed limit of 45 miles per hour (mph) {70 kilometers
per hour (km/h) } in the vicinity of Bridge No. 265.
The 2002 estimated average daily traffic (ADT) volume is 700 vehicles per day (vpd). The
projected ADT is 1,300 vpd by the design year 2025. The percentages of truck traffic are 2%
DUAL and 1 % TTST.
This section of Ballenger Road (SR 1791) is not part of a designated bicycle route nor is it listed
in the TIP as needing incidental bicycle accommodations.
No accidents were reported in the vicinity of Bridge No. 265 during the period from July 1, 1997
to June 30, 2000.
The Henderson County Public School was notified by a scoping letter and a request for the
number of buses crossing Bridge No. 265 on a daily basis. Two buses cross Bridge No. 265
twice per day.
III. ALTERNATIVES
A. Project Description
Based on the preliminary hydraulics report the proposed replacement structure for Bridge No.
265 will be a reinforced concrete box culvert with two (2) barrels at 9 feet (2.7 meters) by 8 feet
(2.4 meters) and approximately 60 feet (18 meters) in length.
The drainage area of Dunn Creek at the proposed crossing is approximately 1.9 square miles (4.9
square kilometers). The length and opening size of the proposed structure may increase or
decrease as necessary to accommodate peak flows as determined, by a detailed hydraulic
analysis to be performed during the final design phase of the project.
The proposed approach roadway will consist of two 11-foot (3.3-meter) travel lanes and 5-foot
(1.5-meter) turf shoulders (See Figure 3). The proposed grade will be approximately the same as
the existing roadway.
The proposed design speed is 50 mph (80 km/h).
B. Build Alternatives
Three build alternatives studied for replacing the existing bridge are described below.
Alternate A (Preferred) replaces the bridge with a culvert at the existing location (See Figure
2). The approach work will extend approximately 550 feet (168 meters) south and
approximately 500 feet (152 meters) north of the existing bridge. During construction, traffic
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 2

will be maintained by an off-site detour. The detour is approximately 2.9 miles (4.7 kilometers)
in length along the following route; Upward Road, (SR 1783), McMurray Road (SR 1790), and
Old McMurray (SR 1892), and Tracy Grove Road (SR 1793).
Alternate B replaces the bridge with a culvert at the existing location. The approach work will
extend approximately 550 feet (167.6 meters) south and approximately 500 feet (152.4 meters)
north of the existing bridge. During construction, traffic will be maintained by an on-site detour
(See Figure 2A). The detour structure will consist of two 72-inch (1800 millimeter) corrugated
metal pipes. The detour approaches will consist of two 9-foot (2.7-meter) travel lanes.
Alternative B was not selected as the preferred alternative because of the on-site detour and
Alternatives A and C are more economical than Alternative B.
Alternate C replaces the bridge with a culvert on new alignment approximately 50 feet (15.24
meters) west (downstream) of the existing bridge. The length of the project will be
approximately 1300 feet (396 meters). The new alignment will consist of three back-to-back
curves. During construction, traffic will be maintained on the existing roadway.
Alternative C was not selected as the preferred alternative because it introduces three back-to-
back curves in an existing tangent section of roadway. In addition, Alternative C has potentially
greater environmental impacts due to the new alignment. Alternative C is less economical than
Alternative A.
C. Alternatives Eliminated From Further Study
The "do-nothing' alternative will eventually necessitate removal of the existing structure and
closure of Ballenger Road (SR 1791). This is not desirable due to the service provided by
Ballenger Road (SR 1791).
Investigation of the existing structure by the Bridge Maintenance Unit indicates that
rehabilitation of the existing structure is not feasible due to its age and deteriorated condition.
D. Preferred Alternative
Alternative A was selected as the preferred Alternative. There is a slight shift of approximately
three feet to the west, in the horizontal alignment, to avoid impacts to the sewer treatment
station. Alternative A also avoids introducing back-to-back curves in an existing tangent section
of roadway. By replacing in place any possible environmental impacts are minimized.
The Division Engineer concurs with Alternative A as the preferred alternate.
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 3

IV. ESTIMATED COST
The estimated costs, based on current prices are as follows:
Alternate A
(Preferred) Alternate B Alternate C
Structure Removal (Existin) $ 5,280 $ 5,280 $ 5,280
Structure Pro osed 92,500 92,500 92,500
Roadwa A roaches 213,440 237,170 259,1?0
Tem .Structure 0 9,400 0
Tem Roadwa A roaches 0 86,950 0
Miscellaneous and Mobilization 138,780 193,700 163,100
En ineerin Contin encies 75,000 100,000 80,000
ROW/Const. Easements/Utilities 272,700 290,500 383,000

TOTAL $797,700.00 $1,015,500.00 $983,000.00
The estimated cost of the project as shown in the 2002-2008 Transportation Improvement
Program is $650,000, including $300,000 for right-of-way and $275,000 for construction.
V. NATURAL RESOURCES
A. Methodology
Materials and literature supporting this investigation have been derived from a number of sources
including U.S. Geological Survey (USGS) topographic mapping (Hendersonville, NC 7.5 minute
quadrangle), U.S. Fish and Wildlife Service (FWS) National Wetlands Inventory mapping (NWI)
(Hendersonville, NC 7.5 minute quadrangle), Natural Resources Conservation Service (NRCS; formerly
the Soils Conservation Service) soils mapping (SCS 1980), and recent aerial photography (scale
1:1200).
The site was visited on January 23 and June 6, 2001. The study corridor was walked and visually
surveyed for significant features. For purposes of this evaluation, the study corridor is assumed to be the
area encompassing the proposed alternatives (Figures 2-4) discussed in Section 1.1 "Project
Description". Special concerns evaluated in the field include 1) potential protected species habitat and
2) wetlands and water quality protection in Dunn Creek.
Plant community descriptions are based on a classification system utilized by North Carolina Natural
Heritage Program (NHP) (Schafale and Weakley 1990). When appropriate, community classifications
were modified to better reflect field observations. Vascular plant names follow nomenclature found in
Radford et al. (1968) with exceptions for updated nomenclature (Kartesz 1998). Jurisdictional areas
were evaluated using the three-parameter approach following U.S. Army Corps of Engineers (COE)
delineation guidelines (DOA 1987). Jurisdictional areas were characterized according to a classification
scheme established by Cowardin et al. (1979). Aquatic and terrestrial wildlife habitat requirements and
distributions were determined by supportive literature (Martof et al. 1980; Potter et al. 1980; Webster et
al. 1985; Menhinick 1991; Hamel 1992; Palmer and Braswell 1995; Rohde et al. 1994). Water quality
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 4

- information for area streams and tributaries was derived from available sources (DWQ 2000a, 2000b).
Quantitative sampling was not undertaken to support existing data.
The most current FWS listing of federally protected species with ranges extending into Henderson
County (March 7, 2002) was reviewed prior to competition of this investigation. In addition, NHP
records documenting presence of federally or state listed species were consulted before commencing
field investigations.
B. Physiography and Soils
The study corridor is underlain by Henderson gneiss intrusive rocks and occurs within the Blue Ridge
physiographic province of North Carolina. Topography is characterized as a broad, rolling inter-
mountain plateau. The study corridor is located on uplands and across the floodplain of Dunn Creek.
The elevation of the study corridor is approximately 2120 feet (646.6 meters) (National Geodetic
Vertical Datum [NGVD]) (USGS Hendersonville, NC quadrangle).
Soil mapping units underlying the study corridor are Codorus loam (Fluvaquentic Dystrochrepts) and
Hayesville loam (Typic Hapludults) (SCS 1980). The Codorus series occurs in depressions in wide
floodplains and on narrow floodplains. This series occurs along the Dunn Creek floodplain and the
entire northern half of the study corridor. The Codorus series is moderately well drained to somewhat
poorly drained; permeability is moderate. Codorus soils are non-hydric in Henderson County, but in
depressional areas may have inclusions of the hydric Toxoway (Cumulic Humaquepts) and Hatboro
(Typic Fluvaquents) soils (NRCS 1996).
The Hayesville series occurs on broad, smooth ridgetops at lower elevations. This series occurs on
uplands of the southern half of the study corridor. Hayesville loam is a well drained soil with moderate
permeability. This soil is non-hydric in Henderson County (NRCS 1996).
C. Water Resources
1. Waters Impacted
The study corridor is located within sub-basin 04-03-02 of the French Broad River Basin (DWQ 2000x).
This area is part of USGS Hydrologic Unit 06010105 of the Tennessee Region. Structures targeted for
replacement span the open water stream associated with Dunn Creek. There is no direct involvement of
additional streams or tributaries. Dunn Creek has been assigned Stream Index Number 6-55-8-1-1 by
the N.C. Division of Water Quality (DWQ 2000b). The nearest tributary to Dunn Creek is an unnamed
tributary which joins Dunn Creek from the north approximately 340 feet (30.1 meters) upstream (east)
of the study corridor. A second, unnamed tributary joins with Dunn Creek from the north approximately
600 feet (183.0 meters) downstream (west) of the study corridor. An approximately 150-foot (45.8-
meter) section of this tributary occurs within the northwestern section of the study corridor.
2. Stream Characteristics
Dunn Creek is awell-defined stream with slow flow over asand/silt substrate. At Bridge No. 265, Dunn
Creek is approximately 20 feet (6.1 meters) wide. The banks are 3 to 4 feet (0.9 to 1.2 meters) high and
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
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steeply sloping. During field investigations of Dunn Creek, water clarity was good, flow velocity was
slow, and water depth varied from 6 inches (15.2 centimeters) to 3 feet (0.9 meter); bridge height above
the water surface was approximately 5 feet (1.5 meters). The streambed is composed of sand, silt, mud,
and gravel. A point source discharge pipe associated with Lakewood RV Resort and approximately 3
feet (0.9 meter) in diameter enters the south side of Dunn Creek approximately 10 feet (3.1 meters) east
of Bridge No. 265. There was no apparent effluent from the discharge pipe during the site visit. The
drainage area of Dunn Creek at the proposed crossing is 1.9 square miles (4.9 square kilometers).
A small, unnamed tributary drains into Dunn Creek from the north approximately 600 feet (183.0
meters) downstream (west) of the study corridor. An approximately 150-foot (45.8-meter) section of
this tributary occurs within the northwestern section of the study corridor. This stream averages
approximately 4 feet (1.2 meters) wide and has moderate flow over asand/silt substrate. The banks are
moderately sloping and approximately 1 foot (0.3 meter) high. Water clarity was poor during the site
visit, presumably due to upstream pond construction.
3. Best Usage Classifications and Water Quality
Classifications are assigned to waters of the State of North Carolina based on the existing or
contemplated best usage of various streams or segments of streams in the basin. A best usage
classification of C has been assigned to this section of Dunn Creek. The designation C denotes that
appropriate uses include aquatic life propagation and survival, fishing, wildlife, secondary recreation,
and agriculture. Secondary recreation refers to human body contact with waters on an infrequent or
incidental basis. There are no High Quality Waters (HQW), Outstanding Resource Waters (ORW),
Water Supply I (WS-I), Water Supply II (WS-II), or Trout Waters (TR) within 1.0 mile (1.6 kilometers)
of the study corridor. No designated watershed critical area (CA) occurs within 1.0 mile (1.6
kilometers) upstream of the study corridor (DWQ 2000a, DWQ 2000b).
The Division of Water Quality (DWQ) has initiated a whole-basin approach to water quality
management for the 17 river basins within the state. Water quality for the proposed study corridor is
summarized in the French Broad River basinwide water quality plan (DWQ 2000a). Dunn Creek is not
rated of designated uses by DWQ; however, Bat Fork Creek, approximately 1.0 mile (1.6 kilometers)
downstream of the study corridor, is classified as Partially Supporting of designated uses. This section
of Bat Fork Creek has a bioclassification rating of Fair based on benthic sampling (DWQ 2000a).
This sub-basin (04-03-02) supports six major point-source dischargers and 77 minor point-source
dischargers. Total permitted flow for six major dischargers is 53.8 million gallons per day (MGD)
(203.9 million liters per day [MLD]). Total permitted flow for the 77 minor dischargers is 2.1 MGD
(8.0 MLD). One minor point-source discharger, Lakewood RV Resort (NPDES Permit No.
N00017436), discharges treated wastewater directly into Dunn Creek within the study corridor
(approximately 10 feet [3.1 meters] north of Bridge No. 265). Major non-point sources of pollution for
the entire French Broad River Basin are agriculture, construction, forestry, mining, onsite wastewater
disposal, solid waste disposal, and atmospheric deposition. Sedimentation and nutrient inputs are major
problems associated with non-point source discharges and often result in fecal coliform, heavy metals,
oil from roads and parking lots, and increased nutrient levels in surface waters (DWQ 2000a).
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4. Anticipated Impacts to Water Resources
Temporary construction impacts due to erosion and sedimentation will be minimized through
implementation of a stringent erosion control schedule and the use of best management practices. The
contractor will follow contract specifications pertaining to erosion control measures as outlined in 23
CFR 650 Subpart B and Article 107-13 entitled "Control of Erosion, Siltation, and Pollution" (NCDOT,
Specifications for Roads and Structures). These measures include the use of dikes, berms, silt basins,
and other containment measures to control runoff; elimination of construction staging areas in
floodplains and adjacent to waterways; re-seeding of herbaceous cover on disturbed sites; management
of chemicals (herbicides, pesticides, de-icing compounds) with potential negative impacts on water
quality; and avoidance of direct discharges into steams by catch basins and roadside vegetation.
The proposed bridge replacement will allow for continuation of pre-project stream flows in Dunn Creek,
thereby protecting the integrity of these waterways. Long-term impacts to adjacent reaches resulting
from construction are expected to be negligible. In order to minimize impacts to water resources,
NCDOT Best Management Practices (BMPs) for the Protection of Surface Waters will be strictly
enforced during the entire life of the project.
There is little potential for components of the bridge to be dropped into waters of the United States.
Therefore, no temporary fill is expected to result from removal of the existing bridge. NCDOT's Best
Management Practices for Bridge Demolition and Removal (BMP-BDR) must be applied for the
removal of this bridge. Replacement of Bridge No. 265 with box culverts will result in permanent fill to
waters of the U.S. The use of corrugated metal pipes for temporary bridging will also result in
temporary fill to waters of the U.S.
D. Biotic Resources
1. Plant Communities
Two distinct plant communities were identified within the study corridor: mixed pine/ hardwood forest
and roadside/disturbed land. These plant communities are described below.
a) Mixed Pine/Hardwood Forest
Mixed pine/hardwood forest occurs within the study corridor on the upland slope south of Bridge No.
265 on the west side of SR 1791. This community represents approximately 30 percent of the total
vegetated study corridor area. Along the slope, the canopy is somewhat open and dominated by dry-
mesic oak species such as northern red oak (Quercus rubra), scarlet oak (Quercus coccinea), black oak
(Quercus velutina), and southern red oak (Quercus falcata). Mature white pine (Pinus strobus) and
sweetgum (Liquidambar styraciflua) are less numerous and scattered throughout the canopy. The sub
canopy includes white pine, dogwood (Corpus florida), tulip poplar (Liriodendron tulipifera), American
holly (Ilex opaca), and sourwood (Oxydendrum arboreum). At the base of the slope adjacent Dunn
Creek, tulip popular becomes the dominant canopy tree, and boxelder (Acer negundo) and tag alder
(Alnus serrulata) are common understory species. Herbaceous vegetation throughout is sparse and
includes blueberry (Vaccinium sp.) and common greenbriar (Smilax rotundifolia). A distinct bottomland
hardwood plant community does not exist within the Dunn Creek floodplain because of past
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disturbances; therefore, mesic bottomland species such as tulip poplar and boxelder have been included
with this plant community.
b) Roadside/Disturbed Land
Roadside/disturbed land is defined as the present maintained roadside margins, pasture land, and
residential land within the study corridor. This plant community represents approximately 70 percent of
the total vegetated study corridor area. Plant species include loblolly pine (Pinus taeda), red maple
(Acer rubrum), tulip poplar, sweetgum, wild rose (Rosa sp.), goldenrod (Solidago sp.), broomsedge
(Andropogon virginicus), dog fennel (Eupatorium capillifolium), Tartarian honeysuckle (Lonicera
tataria), foxtail grass (Setaria sp.), Nepal microstegium (Microstegium vimineum), and bracken fern
(Pteridium aquilinum).
2. Potential Impacts to Terrestrial Plant Communities
Plant community areas are estimated based on the amount of each plant community present within the
proposed alternatives. Permanent impacts are considered to be the areas within the cut-fill boundaries;
temporary impacts are considered to be the areas outside of cut-fill lines, but within the proposed right-
of-way. Actual impacts will be limited to cut-fill boundaries and are expected to be less than the total
impacts shown for each alternative. A summary of potential plant community impacts is presented in
Table 1. Based on the proposed alternatives, impacts to natural plant communities (mixed
pine hardwood forest) are greatest for Alternate C (0.36 acre [0.15 hectare]) because of the proposed
realignment to the west of the existing right-of-way. Alternate B presents the second largest area of
impact (0.27 acre [0.11 hectare]) to pine hardwood forest because of the proposed temporary alignment
to the west of the existing alignment. Alternate A presents the least amount of impact (0.17 acre [0.07
hectare]) to mixed pine/hardwood forest.
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Table 1. Area (acres [hectares]) of Potential Impacts to Terrestrial Plant Communities.
Plant Communit
Mixed Pine/Hardwood Roadside/Disturbed
Alternative Im act T e Forest* Land Total
0.04 0.28 0.32
Temporary (0.02) (0.11)' (0.13)
A Permanent 0.13 0.88 1.01
(0.05) (0.36) (0.41)
Total ~ ~~ ~~ 0 17 ';, , ~~-,1.16 ~~,,
~ 1.33
~~ (0..07) `' ~ (0.47)
~ - (0.54)
0.14 0.22 0.36
Temporary (0.06) (0.09) (0.15)
0.13 0.88 1.01
B Permanent (0.05) (0.36) (0.41)
Total 0.27 , 1.10 1.37..
(0.11,) . (0,45). (0.56)
0.05 0.74 0.79
Temporary (0.02) (0.30) (0.32)
C Permanent 0.31 1.02 1.33
(0.13) (0.41) (0.54)
Total 0.36' = 1.76 2.12 `
(0.15) (0.71) (0.86)
*Natural plant community
Permanent impacts to plant communities resulting from bridge replacements are generally restricted to
narrow strips adjacent to the existing bridge and roadway approach segments. Very little area of natural
plant community is expected to be impacted by the proposed project. Much of the alignment is currently
bounded by a maintained right-of--way; therefore, the proposed project may only claim narrow strips of
adjacent natural communities.
No additional fragmentation of plant communities will be created, as the project will result only in
alteration of existing community boundaries. Roadside-forest edges typically serve as vectors for
movement of invasive species into adjacent natural communities. An example of an undesirable
invasive species utilizing roadsides is kudzu (Pueraria lobata). The establishment of a hardy
groundcover on road shoulders as soon as practicable will limit the availability of construction areas to
invasive and undesirable plants.
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3. Wildlife
a) Terrestrial
Signs of two mammal species, white-tailed deer (Odocoileus virginianus) and raccoon (Procyon lotor),
were observed during the site visit. Other mammal species which are expected to occur within the study
corridor are red fox (Vulpes vulpes), long-tailed weasel (Mustela frenata), eastern cottontail (Sylvilagus
floridanus), eastern gray squirrel (Sciurus carolinensis), southern flying squirrel (Glaucomys volans),
Virginia opossum (Didelphis virginiana), short-tailed shrew (Blarina brevicauda), hairy-tailed mole
(Parascalops breweri), and white-footed mouse (Peromyscus leucopus).
Birds observed within or adjacent to the corridor were green heron (Butorides virescens), turkey vulture
(Cathartes aura), downy woodpecker (Picoides pubescens), red-bellied woodpecker (Melanerpes
carolinus), tufted titmouse (Baeolophus bicolor), Carolina chickadee (Poecile carolinensis), white-
throated sparrow (Zonotrichia albicollis), eastern bluebird (Sialia sialis), American robin (Turdus
migratorius), house finch (Carpodacus mexicanus), bluejay (Cyanocitta cristata), American crow
(Corvus brachyrhynchos), and white-breasted nuthatch (Sitta carolinensis). Other avian species
expected to occur in the study corridor are great blue heron (Ardea herodias), yellow-billed cuckoo
(Coccyzus americanus), barn swallow (Hirundo rustica), blue-gray gnatcatcher (Polioptila caerulea),
Acadian flycatcher (Empidonax virescerrs), eastern phoebe (Sayornis phoebe), eastern meadowlark
(Sturnella magna), American redstart (Setophaga ruticilla), pileated woodpecker (Dryocopus pileatus),
and red-tailed hawk (Buteo jamaicensis).
No terrestrial reptile or amphibian species were observed during the site visit. Some terrestrial reptiles
and amphibians which may occur within the study corridor include eastern box turtle (Terraperte
Carolina), eastern fence lizard (Sceloporus undulatus), five-lined skink (Eumeces fasciatus), rough green
snake (Opheodrys aestivus), worm snake (Carphophis arnoenus), black rat snake (Elaphe obsoleta),
eastern garter snake (Thamnophis sirtalis), copperhead (Agkistrodon contortrix), milk snake
(Lampropeltis triangulum), gray treefrog (Hyla versicolor), American toad (Bufo americanus), southern
redback salamander (Plethodon serratus), and slimy salamander (Plethodon glutinosis).
b) Aquatic
Limited surveys resulted in no observations of aquatic reptile or amphibian species within the study
corridor. Aquatic or semi-aquatic reptiles and amphibians which are expected to occur within the study
corridor include snapping turtle (Chelydra serpentina), northern water snake (Nerodia sipedori), queen
snake (Regina septemvittata), wood frog (Rana sylvatica), green frog (Rana clamitans), spring peeper
(Pseudacris crucifer), northern dusky salamander (Desmognathus fuscus), and spotted salamander
(Ambystoma maculatum).
No sampling was undertaken in Dunn Creek to determine fishery potential. Visual surveys of Dunn
Creek did not reveal the presence of fish, molluscan fauna, or other aquatic life; however, fish species
which may be present in Dunn Creek include creek chub (Semotilus atrornaculatus), bluehead chub
(Nocomis leptocephalus), northern hog-sucker (Hypentelium nigricans), Tennessee shiner (Notropis
leuciodus), greenside darter (Etlieostorna blennioides), and yellow bullhead (Ameiurus rtntalis).
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Potential game fish which may be present within the study corridor include redbreast sunfish (Lepomis
auritus), bluegill (Lepomis macrochirus), and smallmouth bass (Micropterus dolomieu).
4. Anticipated Impacts to Wildlife
Due to the limited extent of infringement on natural communities, the proposed bridge replacement will
not result in significant loss or displacement of known terrestrial animal populations. No significant
habitat fragmentation is expected since most improvements will be restricted to existing roadside
margins. Construction noise and associated disturbances will have short-term impacts on avifauna and
migratory wildlife movement patterns. However, long-term impacts are expected to be negligible.
Potential down-stream impacts to aquatic habitat will be avoided by bridging the systems to maintain
regular flow and stream integrity. Short-term impacts associated with turbidity and suspended
sediments will affect benthic populations. Temporary impacts to downstream habitat from increased
sediment during construction will be minimized by the implementation of stringent erosion control
measures.
Based on a letter from N.C. Wildlife Resources Commission (WRC) to NCDOT (January 10, 2001),
there are no substantial concerns regarding construction activities causing adverse impacts to wildlife
and fisheries resources (including trout). Construction activities should minimize impacts to water
quality and aquatic and riparian habitat. COE recognizes Henderson County as a "trout water county";
therefore, WRC will review any nationwide or general 404 permits for the proposed project. Dunn
Creek is not classified by DWQ as Trout Waters; therefore, this project will not require a moratorium on
instream construction activities during the trout spawning period.
E. Special Topics
1. Waters of the United States
Surface waters within the embankments of Dunn Creek and an unnamed tributary to Dunn Creek are
subject to jurisdictional consideration under Section 404 of the Clean Water Act as waters of the United
States (33 CFR section 328.3). NWI mapping indicates that, within the study corridor, Dunn Creek
exhibits characteristics of a forested, palustrine system that is temporarily flooded (PFOIA; Cowardin et
al. 1979). Field investigations indicate that, within the study corridor, Dunn Creek is a permanent
stream with adjacent wetlands.
NWI mapping does not characterize the unnamed tributary to Dunn Creek that occurs on the west side
of SR 1791; however, field investigations indicate that it is a perennial, bank-to-bank system. This
system lacks swell-defined floodplain and does not support adjacent wetlands.
Wetlands are subject to jurisdictional consideration under Section 404 of the Clean Water Act as waters
of the United States (33 CFR section 328.3). These areas are defined by the presence of three primary
criteria: hydric soils, hydrophytic vegetation, and evidence of hydrology at or near the surface for a
portion (12.5 percent) of the growing season (DOA 1987). NWI mapping indicates that, within the
study corridor, floodplains of Dunn Creek exhibit characteristics of a palustrine, broad-leaved,
deciduous forest system that is semi-permanently flooded (PFOIA; Cowardin et al. 1979). Field
investigations indicate that, within the study corridor, floodplain wetlands do occur adjacent to Dunn
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Creek north of Bridge No. 265 on the east side of SR 1791. These wetlands satisfy the three-parameter
approach outlined by the COE (DOA 1987). Wetland vegetation species are boxelder, tulip poplar,
sedges (Carex spp.), and rushes (Juncus spp.). 'T'hese plants are growing on Codorus soils which exhibit
values, chromas, and mottles characteristic of hydric soils. Evidence of wetland hydrology includes
pooling and oxidized root channels. The area of wetland and the areas and linear distance of stream
within the proposed alternatives are shown in Table 2.
Permanent impacts are considered to be the areas within the cut-fill boundaries; temporary impacts are
considered to be the areas outside of cut-fill lines, but within the proposed right-of-way. Actual impacts
will be limited to cut-fill boundaries and are expected to be less than the total impacts shown for each
alternative.
Replacement of Bridge No. 265 with two 9- x 8-foot (2.7- x 2.4-meter) reinforced concrete box culverts
will result in permanent fill to waters of the U.S. for all three proposed alternatives (See Table 2.).
Tabte 2. Area (acres [hectares]) of Wetland and the Area (acres [hectares]) and Linear Distance (feet
[meters]) of Stream within proposed alternatives.
Jurisdictional Area
Stream
Alternate Im act T e Wetland Stream Linear Distance
Temporary
A Permanent 0.008 0.025 70.0
(Preferred) (0.003) (0.01) (21.4)
Total ' 0.008 ' 0.025
_ 70.0
(0.003) (O.OI) (21.4).
Temporary "- 0.010 40.0
-- (0.004) (12.2)
g Permanent 0.009 0.025 70.0
(0.004) (0.010) (21.4)
Total
0.009
0.035
110.0
(0.004) (0.014) (33.6)
Temporary
C Permanent -- 0.029 160
-- (0.012) (48.8)
Total - 0.029 160
(0.012) (48.8)
Upon completion of construction, temporary impacts associated with construction activities and
temporary alignments will be restored to pre-project conditions. There is little potential that components
of the existing bridge may be dropped into waters of the United States during construction. Therefore,
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no temporary fill is expected to result from bridge removal. This project can be classified as Case 3,
where there are no special restrictions other than those outlined in Best Management Practices for
Protection of Surface Waters. NCDOT will coordinate with the various resource agencies during project
planning to ensure that all concerns regarding bridge demolition are resolved.
2. Permits
a) Section 404 of the Clean Water Act
In accordance with Section 404 of the Clean Water Act (CWA) (33 U.S.C. 1344.), a permit is required
from the USACE for projects of this type for the discharge of dredged or fill material into waters of the
United States. The USACE issues two types of permits for these activities. A general permit may be
issued on a nationwide or regional basis for a category or categories of activities when: those activities
are substantially similar in nature and cause only minimal individual and cumulative environmental
impacts, or when the general permit would result in avoiding unnecessary duplication or regulatory
control exercised by another Federal, state, or local agency provided that the environmental
consequences of the action are individually and cumulatively minimal. If a general permit is not
appropriate for a particular activity, then an individual permit must be utilized. Individual permits are
authorized on a case-by-case evaluation of a specific project involving the proposed discharges.
It is anticipated that this project will fall under Nationwide Permit 23, which is a type of general permit.
Nationwide Permit 23 is relevant to approved Categorical Exclusions. Activities under this permit are
categorically excluded from environmental documentation because they are included within a category
of activities, which neither individually nor cumulatively have a substantial effect on the human
environment. Activities authorized under nationwide permits must satisfy all terms and conditions of
the particular permit.
b) Section 401 Water Quality Certification
A Section 401 Water Quality Certification from the state is necessary for projects that require Section
404 Permits. The state has General Certifications, which will match the permit type authorized by the
USACE. Although a single form is utilized to request both the 404 Permit and the 401 Certification, the
state must issue the 401 Certification before the USACE will issue the 404 Permit. Written
concurrence/notification is not always required by the state, and varies depending upon the General
Certification. If this project qualifies under Nationwide Permit 23, the DWQ must be notified, however
written concurrence from the DWQ is not required.
Since this bridge is within a designated mountain trout county, the NCWRC will be consulted during the
permitting process. The stream is not currently designated as a trout stream, so it is anticipated that
implementing guidelines relevant to projects adjacent to trout waters will not be necessary. Should
NCWRC opinion differ from this assumption, "Guidelines for Construction of Highway Improvements
Adjacent to or Crossing Trout Waters in North Carolina" will be followed. Final determination on this
matter rests with the NCWRC.
c) Bridge Demolition and Removal
There is little potential that components of the existing bridge may be dropped into waters of the United
States during construction. The bridge is composed completely of timber and steel (See Figure 4).
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Therefore, no temporary fill is expected to result from bridge removal. Since the bridge is
composed entirely of timber and steel, it can be removed without dropping any components into waters
of the United States. This project can be classified as Case 3, where there are no special restrictions
other than those outlined in Best Management Practices for Protection of Surface Waters.
The following guidelines will be used during construction of this project: "Pre-Construction Guidelines
for Bridge Demolition and Removal", "Policy: Bridge Demolition and Removal in Waters of the United
States", and "Best Management Practices for Bridge Demolition and Removal". Guidelines followed
for bridge demolition and removal are in addition to those implemented for Best Management Practices
for the Protection of Surface Waters. If removal of the substructure will create disturbance in the
streambed, use of a turbidity curtain will be considered to address sediment concerns.
d) Tennessee Valley Authority (TVA)
Henderson County is under the jurisdiction of the Tennessee Valley Authority (TVA). This project will
be reviewed under Section 26a of the Tennessee Valley Authority Act. The final bridge plans, hydraulic
analysis of the effects of the replacement structure on the 100-year flood elevation, and notice of
compliance with the Historic Preservation Act of 1966 will be forwarded to TVA for approval.
3. Minimization
The preferred alternative (Alternative A) minimizes the amount of impacts to the "Waters of the United
States" by replacing Bridge No. 265 at the existing location. Utilization of BMPs will be used in an
effort to minimize impacts.
4. Avoidance
Bridge No. 265 will be replaced with a box culvert. Therefore minimum impacts to Dunn Creek cannot
be avoided.
5. Mitigation
Compensatory mitigation is not proposed for this project due to the limited nature of project impacts.
However, utilization of BMPs is recommended in an effort to minimize impacts. Temporary impacts to
floodplains associated with construction activities could be mitigated by replanting disturbed areas with
native wetland species and removal of temporary fill material upon project completion. Fill or alteration
of more than I50 linear feet (45.8 linear meters) of stream may require compensatory mitigation in
accordance with 15 NCAC 2H .0506(h). A final determination regarding mitigation rests with the COE
and DWQ.
F. Protected Species
1. Federally Protected Species
Species with the federal classification of Endangered (E), Threatened (T), Threatened due to Similarity
of Appearance (T [S/A]), or officially Proposed (P) for such listing are protected under the Endangered
Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). The term "Endangered Species" is
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defined as "any species which is in danger of extinction throughout all or a significant portion of its
range", and the term "Threatened Species" is defined as "any species which is likely to become an
Endangered species within the foreseeable future throughout all or a significant portion of its range" (16
U.S.C. 1532). The term "Threatened due to Similarity of Appearance" is defined as a species which is
not "Endangered" or "Threatened", but "closely resembles an Endangered or Threatened species" (16
U.S.C. 1532). Federally protected species listed for Henderson County are presented in Table 3.
Table 3. Federally Protected Species Listed for Henderson County (March 7, 2002 FWS list).
Common Name Scientific Name Status
Bog turtle Clemmys muhlenbergii T (S/A)
Appalachian elktoe Alasmidonta raveneliana E
Oyster mussel* Epioblasma capsaeformis E
Swamp pink Helonias bullata T
Small-whorled pogonia Isotria medeoloides T
Bunched arrowhead Sagittaria fasciculata E
Mountain sweet pitcher plant Sarracenia jonesii E
White irisette Sisyrinchium dichotomum E
*Historic occurrence in county -last seen more than 50 years ago
Bog Turtle -The bog turtle is a small turtle reaching an adult size of approximately 3 to 4 inches (8 to
10 centimeters). This otherwise dark-colored species is readily identifiable by the presence of a bright
orange or yellow blotches on the sides of the head and neck (Martof et. al. 1980). The bog turtle is
typically found in bogs, marshes, and wet pastures, usually in association with aquatic or semi-aquatic
vegetation and small, shallow streams over soft bottoms (Palmer and Braswell 1995). In North
Carolina, bog turtles have a discontinuous distribution in the mountains and western Piedmont. The bog
turtle has declined drastically within the northern portion of its range due to over-collection and habitat
alteration. As a result, the FWS officially proposed in the January 29, 1997 Federal Register (62 FR
4229) to list bog turtle as threatened within the northern portion of its range. Within the southern
portion of its range, which includes North Carolina, the bog turtle listed as T (S/A) (to the northern
population).
No bogs or other habitat suitable for bog turtles exists within the study corridor. NHP
records do not document bog turtles within 1.0 mile (1.6 kilometers) of the study corridor,
and bog turtle was not observed during the site visit. T (S/A) species are not subject to
Section 7 consultation and a biological conclusion is not required.
Appalachian Elktoe -Appalachian elktoe is a small, subovate- to kidney-shaped freshwater mussel that
grows to approximately 3.1 inches (8.0 centimeters) in length, 1.4 inches (3.5 centimeters) in height, and
1.0 inch (2.5 centimeters) in width (Clarke 1981). The shell is thin, but not fragile, and exhibits slight
inflation along the posterior ridge near the center of the shell. Beaks project only slightly above the
hinge line. Lateral teeth are absent; however, the hinge plate of both valves is thickened. Small,
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pyramidal, compressed pseudocardinal teeth are present, and an interdental projection is present in the
left valve. Juveniles are yellowish brown, but the periostracum (outer shell surface) is thicker and dark
brown in adults. Individuals may be variably marked with prominent to obscure greenish rays. The
nacre (shell interior) is shiny, blue to bluish white with salmon, pinkish, or brownish coloring in the
central portion of the shell and beak cavity.
Appalachian elktoe is endemic to the upper Tennessee River system in the mountains of western North
Carolina and eastern Tennessee. In North Carolina, this species may now be restricted to the Little
Tennessee and Nolichucky drainages (LeGrand and Hall 1999). Recent N.C. Wildlife Resources
Commission surveys have documented this species in the Little Tennessee River in Macon and Swain
Counties, Cane River in Yancey County, Nolichucky and North Toe Rivers in Yancey and Mitchell
Counties. Anew population has recently been found in the Little River near the Henderson-
Transylvania County line (personal communication, Mark Cantrell,'FWS, July 11, 2001). The Pigeon
River once supported a population of this mussel, but now is reported to be severely polluted and no
longer likely to support the species (TSCFTM 1990). Suitable habitat for Appalachian elktoe is well-
oxygenated riffle areas with sand and gravel substrate among cobbles and boulders. Current is usually
moderate to swift and depth is no more than 3 feet (0.9 meter) (Parmalee and Bogan 1998).
Within the study corridor, Dunn Creek and the unnamed tributary to Dunn Creek are characterized as
having slow to moderate flow over a sand/silt/mud substrate with some gravel. These streams are
somewhat channelized and lack riffle-pool morphology. Therefore, suitable habitat for oyster mussel
does not exist within the study corridor. NHP records document no occurrence of Appalachian elktoe
within 1.0 miles (1.6 kilometers) of the study corridor. The nearest known population occurs in the
Little River approximately 12 miles (19.3 kilometers) southwest of the study corridor.
BIOLOGICAL CONCLUSION: NHP records indicate that the Appalachian elktoe has
not been documented to occur within 1.0 mile (1.6 kilometers) of the study corridor, and
the study corridor contains no suitable habitat for this species. Based on a NHP record
search and habitat types within the study corridor, this project will not affect Appalachian
elktoe. NO EFFECT
Oyster Mussel -The oyster mussel is a small, freshwater mussel reaching approximately 2.1 inches (7.0
centimeters) in length. The shell is dull to sub-shiny and yellowish to green with numerous dark green
rays. The nacre (inside shell surface) is whitish to bluish in color. Shells of females are slightly inflated
and thinner toward the posterior margin. Oyster mussels inhabit small to medium-sized rivers with
sand/gravel substrate, in shallow riffles and fast water less than 3 feet (0.9 meter) deep (Parmalee and
Bogan 1998). This species is sometimes associated with water willow (Justicia americana) and is found
in gravel pockets between bedrock and swift currents. Four species of fish have been identified as hosts:
spotted darter (Etheostoma maculatum), redline darter (E. "rufilineatum), dusky darter (Percina sciera),
and banded sculpin (Cottus carollinae) (FWS 2000).
The oyster mussel is endemic to the Cumberland and Tennessee River drainages in Alabama, Kentucky,
Tennessee, Virginia, and North Carolina. Within North Carolina, the species was known to have been
abundant in the early 1900s in the upper Tennessee River system of the mountains of western North
Carolina and Tennessee. Currently, the oyster mussel survives in nine tributaries of the Tennessee and
Cumberland River systems in Kentucky, Tennessee, and Virginia. This species is now considered to
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 16

have been "formerly reported" from the French Broad River (LeGrand and Hall 1999). Much of the
historic range of this species has been impounded by projects of the Tennessee Valley Authority and the
U.S. Army Corps of Engineers. Other populations have probably been lost due to pollution and
siltation. All known populations are small and vulnerable to disturbance.
Within the study corridor, Dunn Creek and the unnamed tributary to Dunn Creek are characterized as
having slow to moderate flow over a sand/silt/mud substrate with some gravel. These streams are
somewhat channelized and lack riffle-pool morphology. Therefore, suitable habitat for oyster mussel
does not exist within the study corridor. Oyster mussels have been documented within the French Broad
River basin only historically, and NHP records document no occurrence of oyster mussel within 1.0
miles (1.6 kilometers) of the study corridor.
BIOLOGICAL CONCLUSION: NHP records indicate that the oyster mussel has not been
documented to occur within 1.0 mile (1.6 kilometers) of the study corridor, and the study
corridor contains no suitable habitat for this species. Based on a NHP record search and
habitat types within the study corridor, this project will not affect oyster mussel. NO
EFFECT
Swamp Pink -Swamp pink is a perennial, hydrophytic herb in the lily family with simple leaves in a
basal rosette. Small scale-like leaves or bracts are found on a hollow, flowering stem which may be 16
inches (40.6 centimeters) tall in flower and 24 inches (61.0 centimeters) tall in fruit. The inflorescence
consists of pink to lavender flowers borne on a raceme without bracts. Fruits consist of three-lobed,
papery capsules. Vegetative portions of the plant may emerge in April and persist through September.
Flowering occurs in April and May, with fruits present from May through July (Massey et al. 1983). In
North Carolina, swamp pink is found in mountain swamps and bogs. Swamp pink occurs along small
watercourses in permanently saturated, acidic, organic soils or black muck which is mostly sphagnous
(Porter and Wieboldt 1991). Swamp pink does not tolerate prolonged inundation, but can survive
infrequent and brief flooding. In North Carolina, the current distribution is restricted to Henderson,
Jackson, and Transylvania Counties (Amoroso 1999).
No swamp or bog areas occur within the study corridor. Therefore, suitable habitat for swamp pink does
not exist within the proposed study corridor. Furthermore, NHP records do not document swamp pink
within 1.0 mile (1.6 kilometers) of the study corridor, and swamp pink was not detected during a recent
(June 8, 2001) plant survey of the proposed alternatives.
BIOLOGICAL CONCLUSION: NHP records indicate that the swamp pink has not been
documented to occur within 1.0 mile (1.6 kilometers) of the study corridor, and the study
corridor contains no suitable habitat for this species. Based on a NHP record search and
habitat types within the study corridor, this project will not affect swamp pink. NO
EFFECT
Small Whorled Pogonia -Small whorled pogonia is a terrestrial orchid growing to about 10 inches
(25.4 centimeters) high. Five or six drooping, pale dusty green, widely rounded leaves with pointed tips
are arranged in a whorl at the apex of the greenish or purplish, hollow stem. Typically a single,
yellowish green, nearly stalkless flower is produced just above the leaves; a second flower rarely may be
present. Flowers consist of three petals, which may reach lengths of 0.7 inch (1.7 centimeters),
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 17

surrounded by three narrow sepals up to 1 inch (2.5 centimeters) in length. Flower production occurs
from May to July and is followed by the formation of an erect ellipsoidal capsule 0.7 to 1.2 inches (1.7
to 3.0 centimeters) in length (Massey et al. 1983). This species may remain dormant for periods up to
10 years between blooming periods (Newcomb 1977).
Populations of small whorled pogonia are sparse and widely distributed. The species is found in open,
dry deciduous or mixed pine-deciduous forest and along stream banks. Examples of suitable habitat
conditions (open canopy and shrub layer with a sparse herb layer) where small whorled pogonia has
been found include oldfields, pastures, windthrow areas, cutover forests, old orchards, and semi-
permanent canopy breaks along roads, streams, lakes, and cliffs (Massey et al. 1983). Habitat forests
are generally in second- or third-growth forests. Soils are often sandy or stony, acid, nutrient-poor soils
overlain by leaf litter. Beyond the common characteristics of soils, sparse ground cover and open
canopy with persistent breaks, myriad exceptions and local variations occur (FWS 1992). In the
mountains and Piedmont of North Carolina, this species is usually found in association with white pine
(Weakley 1993), or at scattered locations in the mountains, Piedmont and Sandhills (Amoroso 1999),
including wooded slopes and streamsides (Radford et al. 1968).
Mixed pine hardwood forest and adjacent sections of roadside provide suitable habitat for small whorled
pogonia. This area occurs along a moisture gradient from dry along the slope to mesic at the slope base
and adjacent Dunn Creek. Roadside and disturbed areas provide persistent canopy breaks. Leaf litter
provides a continuous ground cover. The associated tree species, white pine, occurs within the study
corridor. Therefore, systematic surveys for this species were conducted during the flowering period (on
June 8, 2001) within all areas of suitable habitat, resulting in no findings of small whorled pagonia
within the proposed alternatives. NHP records do not document small whorled pogonia within 1.0 miles
(1.6 kilometers) of the study corridor.
BIOLOGICAL CONCLUSION: The study corridor does contain suitable habitat for this
species; however, based on a NHP record search and a systematic survey conducted for this
species during the flowering period, this project will not affect small whorled pogonia. NO
EFFECT
Bunched Arrowhead -Bunched arrowhead is a perennial, emergent, aquatic herb growing to 14 inches
(35.6 centimeters) in height with simple, basal leaves. Two leaf forms are produced: phyllodes (blade-
less) early in the season, and progressively longer, broader leaves later in the season (Kral 1983). The
phyllodes are linear, distinctively flattened, spongy, and are up to 4 inches (10.2 centimeters) long and
0.8 inch (2.0 centimeters) wide. Later leaves may be spoon-shaped or narrowly oblanceolate and strap-
like, growing to lengths of 14 inches (35.6 centimeters) and widths of 1.6 inches (4.0 centimeters).
Unisexual flowers are borne on an erect flowering stem in two to four whorls, with each whorl
subtended by three bracts fused at the base. Fruits consist of a round aggregate of large, distinctively
crested achenes. Flowering has been reported to occur from May to July, with fruits present from May
through September. Vegetative portions of the plant may emerge in April and persist through
September (Massey et al. 1983; Kral 1983). Bunched arrowhead is found rooted in shallow water in or
along shallow, sluggish streams flowing through mountain swamps or bogs (Kral 1983). Typical
substrate is reported to be siliceous and micaceous silty muck, often with high sulfide content (Kral
1983). The current distribution is restricted to Buncombe and Henderson Counties in the mountains of
North Carolina (Amoroso 1999) and Greenville County in the upper Piedmont of South Carolina.
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 18

No swamp or bog areas occur within the study corridor, and Dunn Creek is not characterized as having a
silt/muck substrate. Therefore, suitable habitat for bunched arrowhead does not exist within the
proposed study corridor. NHP records do not document swamp pink within 1.0 mile (1.6 kilometers) of
the study corridor, and bunched arrowhead not was observed during the recent plant survey (June 8,
2001) of areas within the proposed alternatives.
BIOLOGICAL CONCLUSION: NHP records indicate that the bunched arrowhead has
not been documented to occur within 1.0 mile (1.6 kilometers) of the study corridor, and
the study corridor contains no suitable habitat for this species. Based on a NHP record
search, habitat types within the study corridor, and a recent plant survey within the study
corridor, this project will not affect bunched arrowhead. NO EFFECT
Mountain Sweet Pitcher Plant -Mountain sweet pitcher plant is an insectivorous, perennial,
hydrophytic herb growing to 30 inches (76.2 centimeters) in height with hollow, trumpet-shaped leaves.
The pitcher chamber is narrow but expands sharply along the upper quarter of the length. An ascending,
cordate-shaped hood is held high over the exposed pitcher chamber orifice. Solitary flowers are
produced on erect flowering stems. Petals are dark red to maroon on the outside, with the inner surface
often yellow-green tinged with red. Flowering has been reported from April to June with fruits formed
by August. Vegetative portions of the plant may emerge in April and persist through August (Massey et
al. 1983). Mountain sweet pitcher plant is treated as a subspecies of the more common sweet pitcher
plant (S. rubra). Mountain sweet pitcher plant is found in mountain bogs and along streams on granite
rock faces. The current distribution is restricted to Buncombe, Henderson, and Transylvania Counties in
the mountains of North Carolina (Amoroso 1999) and Greenville and Pickens Counties in western South
Carolina.
No swamps, bog areas, or granite rock faces occur within the study corridor. Therefore, suitable habitat
for mountain sweet pitcher plant does not exist within the proposed study corridor. NHP records do not
document mountain sweet pitcher plant within 1.0 mile (1.6 kilometers) of the study corridor, and this
species was not observed during a recent plant survey (June 8, 2001) of the proposed alternatives.
BIOLOGICAL CONCLUSION: NHP records indicate that the mountain sweet pitcher
plant has not been documented to occur within 1.0 mile (1.6 kilometers) of the study
corridor, and the study corridor contains no suitable habitat for this species. Based on a
NHP record search, habitat types within the study corridor, and a recent plant survey
within the study corridor, this project will not affect mountain sweet pitcher plant. NO
EFFECT
White Irisette -White irisette is a perennial herb in the iris family that grows to 16 inches (40.6
centimeters) tall. Stem leaves are at least as wide as the winged stem and may reach 5.5 inches (14.0
centimeters) long and 0.2 inch (0.5 centimeter) wide. Basal leaves reach one-third to one-half the height
of the plant and may be up to 7.5 inches (19.0 centimeters) long and 0.14 inches (0.4 centimeter) wide.
White irisette differs from other blue-eyed grasses by having three to five nodes with successively
shorter internodes between dichotomous branches (FWS 1995). Four to six flowers with white,
recurved perianth units are borne per spathe. Flowering occurs from late May through July. White
irisette is found in dry to mesic, open oak-hickory forest on mid-elevation mountain slopes at elevations
B-3665 Replace Bridge No. 265 over Uunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 19

from 1300 to 3300 feet (400 to 1000 meters) with aspects ranging primarily from southeast to southwest
(FWS 1995). White irisette grows in shallow, circumneutral soils, especially over weathered
amphibolite. White irisette is reported to grow best on regularly disturbed sites, such as power lines,
roadsides, and woodland edges, which mimic suppressed natural disturbances and maintain open habitat
(FWS 1995). The current distribution is restricted to Forsyth, Henderson, Polk, and Rutherford Counties
in North Carolina (Amoroso 1999) and Greenville County in western South Carolina.
Some aspects of suitable habitat for white irisette exist within forested areas of the study corridor, such
as a dry-mesic moisture regime, proper elevation, and an oak-dominated canopy; however, the slope
aspect of this area is northward, and the canopy is only moderately open. Also, areas of regular
disturbance such as steep roadsides and woodland edges occur within the proposed alternatives.
Therefore, all areas of suitable habitat were systematically searched for this species during the flowering
period (on June 8, 2001), resulting in no findings of white irisette within the proposed alternatives.
According to NHP records, white irisette has not documented to occur within 1.0 mile (1.6 kilometers)
of the study corridor.
BIOLOGICAL CONCLUSION: The study corridor does contains suitable habitat for this
species; however, based on a NHP record search and a systematic search conducted within
suitable habitat types of each proposed alternative, this project will not affect white irisette.
NO EFFECT.
Federal Species of Concern -The March 7, 2002 FWS list also includes a category of species
designated as "Federal species of concern" (FSC). A species with this designation is one that may or
may not be listed in the future (formerly C2 candidate species or species under consideration for listing
for which there is insufficient information to support listing). The FSC designation provides no federal
protection under the ESA for the species listed. FSC species listed for Henderson County are presented
in Table 4. NHP files have no documentation of FSC listed species within the study corridor or within
1.0 mile (1.6 kilometers) of the study corridor.
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 20

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

Common Name
Scientific Name Potential
Habitat State
Status*
Green salamander Aneides aeneus no E
Hellbender Cryptobranchus alleganiensis no SC
Eastern small-footed myotis Myotis leibii yes SC
Southern Appalachian woodrat Neotoma floridana haematoreia no T
French Broad crayfish** Cambarus reburrus yes W2
Tennessee heelsplitter Lasmigona holstonia yes E
Diana fritillary butterfly** Speyeria Jana no SR
Schweinitz's sedge Carex schweinitzii no E
Mountain heartleaf Hexasrylis contracta no E
French Broad heartleaf Hexasrylis rhombiformis no C
Butternut Juglnns cinerea no WS
Rough rush Juncus caesariensis no E
Gray's lily Liliurn grayi no T-SC
Fraser's loosestrife*** Lysimachia fraseri yes E
Large-flowered Barbara's buttons** Marshallia grandiflora no C
Sweet pinesap** Monotropsis odorata yes C
Bog asphodel** Narthecium americanum no E
White fringeless orchid Plantantherea integrilabia no E
Divided-leaf ragwort** Senecio millefolium no T
Mountain catchfly Silene ovata yes C
* E = Endangered; T =Threatened; SC =Special concern; SR =Significantly Rare; C = Candidate; P =Species has been
formally proposed for listing as Endangered, Threatened, or Special Concern; W2 = NC Plant Watch List: rare, but
taxonomically questionable; WS = NC Plant Watch List: rare because of severe decline (Amoroso 1999; LeGrand and
Ha111999).
** Historic occurrence in county -last seen more than 50 years ago
*** Obscure record date and/or location of observation is uncertain
2. State Protected Species
Plant and animal species which are on the North Carolina state list as Endangered (E), Threatened (T),
Special Concern (SC), Candidate (C), Significantly Rare (SR), or Proposed (P) (Amoroso 1999;
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 21

LeGrand and Hall 1999) receive limited protection under the North Carolina Endangered Species Act
(G.S. 113-331 et seq.) and the North Carolina Plant Protection Act of 1979 (G.S. 106-202 et seq.). NHP
records indicate that no state listed species have been documented to occur within 1.0 mile (1.6
kilometers) of the study corridor.
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 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 included
in or eligible for inclusion in 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 on September 28, 2000. All
structures within the APE were photographed, and later reviewed by the State Historic Preservation
Office (HPO). In a concurrence form dated December 8, 2000 the State Historic Preservation Officer
(SHPO) concurred that there are no historic architectural resources either listed or eligible for listing in
the National Register of Historic Places within the APE. A copy of the concurrence form is included in
the Appendix.
C. Archaeology
The SHPO, in a memorandum dated February 5, 2001 stated, "There are no recorded archaeological
sites within the proposed project area... If, however, the replacement is to be on new location, please
forward a map to this office indicating the location of the new alignment so we may evaluate the
potential effects of the replacement upon archaeological resources." A copy of the SHPO memorandum
is included in the Appendix.
VII. ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact. Replacement of an inadequate bridge will
result in safer traffic operations.
The project is a Federal "Categorical Exclusion" due to its limited scope and lack of significant
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 significant
change in land use is expected to result from construction of the project.
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 22

No adverse impact on families or communities is anticipated. Right of way acquisition will be limited.
No relocatees are expected with implementation of the proposed 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 high 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 prime and important farmland soils by all land acquisition and construction projects.
Prime and important farmland soils are defined by the Natural Resources Conservation Service (NRCS).
There are 82,824 acres of prime or important soils found in Henderson County. The proposed project
will not impact soils defined as prime and statewide or local important farmland soils
The project is located in Henderson County, which has been determined to be in compliance with the
National Ambient Air Quality Standards. 40 CFR Parts 51 and 93 are not applicable, because the
proposed project is located in an attainment area. This project is not anticipated to create any adverse
effects on the air quality of this attainment area.
This project is an air quality "neutral" project, so it is not required to be included the regional emission
analysis (if applicable) and a project level CO analysis is not required.
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 significant.
Noise levels could increase during construction but will be temporary. If vegetation is disposed of by
burning, all burning shall be done in accordance with applicable local laws and regulations of the North
Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. 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 Department of Human
Resources, Solid Waste Management Section revealed no hazardous waste sites in the project area
Henderson County is not currently participating in the National Flood Insurance Program. The project
site over Dunn Creek is located in a designated flood hazard zone but is not included in a detailed study.
Attached is a copy of the Flood Insurance Rate Map (Figure 5), on which are shown the approximate
limits of the 100-year flood plain in the vicinity of the project.
B-3665 Replace Bridge No. 265 over Dunn Creek on SR 1791(Ballenger Road), Henderson County.
Page 23

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B-3665 Henderson County
Bridge No 265 on SR 1791 over Dunn Creek
Looking south along SR 1791
across Bridge No. 265.
Side view of Bridge No. 265.
Looking north along SR 1791 across
Bridge No. 265.
FIGURE 4
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B-3665
FIGURE 5
FEMA FLOOD MAP
Henderson County
Bridge No 265 on SR 1791 over North Branch Bat Fork Creek

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 23801
February 7, 2001
Mr. William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Gilmore:
Subject: Bridge Replacements -Avery County (B-3808); Henderson County (B-3475, B-3662,
B-3663, B-3664, B-3665, B-3666, and B-3857); McDowell County (B-3673); and
Watauga County (B-3709 and B-3710)
We have reviewed the subject projects and are providing the following comments in accordance
with the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e), and Section 7 of
the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
The information we received for these 11 projects does not include descriptions of the structures
that will replace the existing bridges, and it does not include any environmental information
regarding the streams or whether habitat assessments or surveys for rare species have been
conducted for any of the projects. Therefore, our comments are limited primarily to the known
locations of listed species and species of Federal concern: When the categorical exclusions are
prepared and more information is available regarding environmental effects, we can then offer
more substantive comments.
Enclosed is a list of species from the four counties involved. This list provides the names of
species that are on the Federal List of Endangered and Threatened Wildlife and Plants, as well as
species of Federal concern. Federal species of concern are not legally protected under the Act
and are not subject to any of its provisions, including Section 7, unless they are formally
proposed or listed as endangered or threatened. We are including these species in our response to
give you advance notification and to request your assistance in protecting them if any are found
in the vicinity of these projects. Our records indicate the following:

_ i
Henderson County
Project B-3475..Known locations of the federally endangered bunched arrowhead (Sagittaria
fasciculata) and the federally threatened small-whorled pogonia (Isotria medeoloides) occur near
this project. We recommend surveying the project area for these species prior to any further
planning or orr-the-ground activities. If these species occur in the project area, further
consultation will be required.
~.
Project B-366. Known locations of the federally endangered bunched arrowhead (Sagittaria
fasciculata) and mountain sweet pitcher plant (Sarracenia jonesii) occur in the vicinity of this
project. We recommend surveying the project area for these species prior to any further planning
or on-the-ground activities. If these species occur in the project area, further consultation will be
required.
Projects B-3662 and B-3664. These projects occur in the general vicinity of Mud Creek, an area
with several occurrences of bunched arrowhead (Sagittaria fasciculata) and mountain sweet
pitcher plant (Sarracenia jonesii). Currently there are no known locations of these species in the
immediate project area. However, a lack of any systematic surveys throughout the Mud Creek
drainage may account for the apparent absence of these species. In the areas affected by these
projects, we recommend conducting habitat assessments and surveying any suitable habitat for
these species.
Projects B-3666 B-3663, and B-3857. Our records for Henderson County indicate no known
locations of listed species in the project areas. However, we recommend conducting habitat
assessments and surveying any suitable habitat in the project areas for these species prior to any
further planning or on-the-ground activities to ensure that no adverse impacts occur.
McDowell County
Project B-3673. Our records indicate known locations for the bog turtle (Clemmys muhlenbergii)
near this project. Habitat assessments and surveys of suitable habitat should be conducted in the
project area for this species. If the bog turtle occurs in the project area, it should be protected
from impacts.
tiVatau;a and Avery Counties
Projects B-3709 B-3710 and B-3808. Although our records for Watauga and Avery Counties
indicate no known locations of listed species in the project areas, we recommend conducting
habitat assessments in the affected area of each project. Any suitable habitat should be surveyed
for these species prior to any further planning or on-the-ground activities to ensure that no
adverse impacts occur.
We are interested in the types of structures that will replace these existing bridges and would
recommend spanning structures, preferably bridges, in all cases. tiVe look forward to reviewing
the completed categorical exclusion documents.

If you have questions about these comments, please contact Ms. Marella Buncick of our staff at
828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference
our Log Number 4-2-O1-278.
Since er'~ ~-~
~~/~~~
'~ ./
Brian P. ole
State Supernsor
Enclosure
cc:
Ms. Stacy Hams, Project Development and Environmental Analysis Branch, North Carolina
Department of Transportation, 1548 Mail Service Center, Raleigh, NC 27699-1548
Mr. Owen Anderson, Mountain Region Coordinator, North Carolina Wildlife Resources
Commission, 20830 Great Smoky Mtn. Expressway, Waynesville, NC 28786
Ms. Cynthia Van Der Wiele, North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Wetlands Section, 1621 Mail Service Center, Raleigh, NC
27699-1621

Henderson County Endangered Species, Thy eatened Species, and Federal Species of Concer Page 1 of 2
Updated: 05/31/2002
HENDERSON COUNTY
Common Name Scientific Name Status
Vertebrates
Bog turtle Clemmys muhlenbergii T(S/A)1
Eastern small-footed myotis Myotis leibii FSC
Green salamander Aneides aeneus FSC
Hellbender Cryptobranchus alleganiensis FSC
Southern Appalachian woodrat Neotoma jloridana haematoreia FSC .
Invertebrates
Annalachian elktoe Alasmidonia raveneliana Endangered
Diana fritillary butterfly Speyeria Jana FSC*
French Broad crayfish Cambarus reburrus FSC*
Ovster mussel Epioblasma capsaeformis Endangered
Tennessee heelsplitter Lasmigona holstonia FSC
Vascular Plants
Bog asphodel Narthecium americanum C1
Bunched arrowhead Sagittaria fasciculata Endangered
Butternut Juglans cinerea FSC
Divided-leaf ragwort Senecio millefolium FSC*
Fraser's loosestrife Lysimachia fraseri FSC**
French Broad heartleaf Hexastylis rhombiformis FSC
Gray's lily Lilium grayi FSC
Large-flowered Barbara's buttons Marshallia grandijlora FSC*
Mountain catchfly Silene ovata FSC
Mountain heartleaf Hexastylis contracta FSC
Mountain sweet pitcher plant Sarracenia jonesii Endangered
Rough rush Juncus caesariensis FSC
Schweinitz's sedge Carex schweinitzii FSC
Small-whorled pogonia Isotria medeoloides Threatened
http://nc-es.fws.gov/es/cntylist/henderson.html 7/26/2002

I~enderson County Endangered Species, Threatened Species, and Federal Species of Conc... Page 2 of 2
Sweet pinesap Monotropsis odorata FSC*
White fringeless orchid P/antantherea integrilabia FSC
White irisette Sisyrinchium dichotomum Endangered
KEY:
Status Definition
Endangered - A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened - A taxon "likely to become endangered within the foreseeable future throughout all or
a significant portion of its range."
Proposed - A taxon proposed for official listing as endangered or threatened.
C1 - A taxon under consideration for official listing for which there is sufficient
information to support listing.
FSC - A Federal species of concern--a species that may or may not be listed in the future
(formerly C2 candidate species or species under consideration for listing for which
there is insufficient information to support listing).
T(S/A) - Threatened due to similarity of appearance (e.g., American alligator )--a species that
is threatened due to similarity of appearance with other rare species and is listed for
its protection. These species are not biologically endangered or threatened and are not
subject to Section 7 consultation.
EXP - A taxon that is listed as experimental (either essential or nonessential). Experimental,
nonessential endangered species (e.g., red wolf) are treated as threatened on public
land, for consultation purposes, and as species proposed for listing on private land.
Species with 1, 2, 3, or 4 asterisks behind them indicate historic, obscure, or incidental records.
*Historic record -the species was last observed in the county more than 50 years ago.
**Obscure record -the date and/or location of observation is uncertain.
***IncidentaUmigrant record -the species was observed outside of its normal range or habitat.
* * * *Historic record -obscure and incidental record.
I In the November 4, 1997, Federal Register (55822-55825), the northern population of the bog turtle
(from New York south to Maryland) was listed as T (threatened), and the southern population (from
Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A)
designation bans the collection and interstate and international commercial trade of bog turtles from the
southern population. The T(S/A) designation has no effect on land-management activities by private
landowners in North Carolina, part of the southern population of the species.
http://nc-es.fws.gov/es/cntylist/henderson.html 7/26/2002

t
. '
Federal Aid #BRZ-1791(1) TIP #B-3665 County: Henderson
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES
Project Description: Replace Bridge No X65 on SR 1791 over N Branch of Bat Fork Creek
On December 8, 2000, representatives of the
North Carolina Department of Transportation (NCDOT)
Federal Highway Administration (FHWA)
~~ North Carolina State Historic Preservation Office (SHPO)
Reviewed the subject project at
a scoping meeting
~~ photograph review session consultation
other
All parties present agreed
there are no properties over fifty years old within the project's area of potential effect.
0', there are no properties less than fifty years old which are considered to meet Criterion
Consideration G within the project's area of potential effect.
a'~ there are properties over fifty years old (list attached) within the project's area of potential effect,
but based on t e historical information available and the photographs of each property, properties
identified as ~ro ~ *~ 1 ~ Z are considered not eligible for the National
Register and no fu her evaluation of them is necessary.
there are no National Register-listed properties located within the project's area of potential effect.
Signed:
s
IZ
FHWA, for the Division Administrator, or other Federal Agency
G~
Represent ive, SHPO
q-
~~~.n
>/~L`
' Date
i L ~ ~ /'~~
' Date
Date
is ~o 00
State Historic Preservation Officer
If a survey report is prepared, a final copy of this form and the attached list will be included.

~' "' ~.
~~
M ~
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
February 5, 2001
MEMORANDUM
To: William D. Gilmore, P.E., Manager
Project Development and E~nvLi~ronment(al~An~al-,ysis Branch
From: David Brook \">~ '~ ~"`-t'1~ ` ~ '~-~
De u State Historic"Preservation Officer
P ty
Re: Replace Bridge #265 on SR 1791 over North Branch Bat Fork Creek,
B-3665,_ Henderson County, ER 01-8268
Thank you for your letter of December 6, 2000, concerning the above project.
Division of Archives and History
Jeffrey J. Crow, Director
We have conducted a search of our files and are aware of no structures of historical or architectural
importance located within the planning area. However, since a survey has not been conducted in over a
decade, there may be structures of which eve are unaware located within the planning area.
If there are any structures more than fifty years old on or adjacent to the project site, please send us
photographs (Polaroid type snapshots are fine) of each structure. These photographs should be keyed to a
map that clearly shows the site location. If there are no building over fifty years old on or adjacent to the
project, please notify us of this in writing.
There aze no recorded archaeological sites within the proposed project area. If the replacement is to be
located along the existing alignment, it is unlikely that significant archaeological resources would be affected
and no investigations would be recommended. If, however, the replacement is to be in a new location, please
forward a map to this office indicating the location of the new alignment so we may evaluate the potential
effects of the replacement upon archaeological resources.
The above comments are made pursuant to Section 106 of National Historic Preservation Act and 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.
cc: Mary Pope Furr, NCDOT
Tom Padgett, NCDOT
Location Mailing Address Telephone/Fax
Administration 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh 27699-4617 [phone] •715-8653
Restoration S 15 N. Blount St, Raleigh , NC 4613 Mail Service Center, Raleigh 27699-4613 [phone].715-4801
Survey & Planning S 15 N. Blount St, Raleigh, NC 4618 Mail Servicc Center, Raleigh 27699-4618 [phone] •715-4801
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator

® North Carolina Wildlife Resources Commission ~ ___
Charles R. Fullwood, Executive Director
1VIENIORANDUM
TO: William D. Gilmore, P.E., Manager
Project Development and E jonmer~tal~Analysis Branch, NCDOT
j ~.-~~~:~
n~ounfain Re ion Coordinator
FROM: Owen F. Anderso , g
Habitat Conservation Program
DATE: January 10, 2001
SUBJECT: Scoping for Bridge Replacements B3475, B3662, B-3663, B-3664, ~ B-
3666, B-3673, and B-3857, Henderson and McDowell Counties
This memorandum responds to your request for our concerns regarding impacts on fish
and wildlife resources resulting from the subject projects. The North Carolina Wildlife Resources
Commission (NCWRC) has reviewed the proposed projects, and our comments are provided in
accordance with provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and
the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The proposed work involves nine bridge replacement projects in western North Carolina.
Construction impacts on wildlife and fisheries resources will depend on the extent of disturbance
in the streambed and surrounding riparian areas. We prefer bridge designs that do not alter the
natural stream morphology or impede fish passage and provide for wildlife passage under the
bridge. We prefer that existing bridges be replaced with another spanning structure. Bridge
designs should also include provisions for the deck drainage to flow through a vegetated upland
buffer prior to rPachin~ the subject surface waters. In some cases, we are specifically concerned
about impacts to trout waters. Environmental documentation for these projects should include
description of any streams or wetlands on the project site and surveys for any threatened or
endangered species that may be affected by construction.
B-3475 -Bridge No. 356 on SR1127 (Caswell Street) over W:~sh Creek, Henderson County
No specific concerns other than minimization of impacts to water quality and aquatic and
riparian habitat.
B-3662 -Bridge No. 20 on SR 1006 (Howard Gap Road) over Featherstone Creek in
Henderson County.
No specific concerns other than minimization of impacts to water quality and aquatic and
riparian habitat.
Nlailinb Address: Division of Inland Fisheries • l72 l Mail Service Center • Raleigh, IVC 27699-1721
-r_~__~..._... ioin~ ~Z; :r ::..... Zvi G'..,,• /~11~11 71S_7~ai

NCDOT Bridge Scoping
Henderson and McDowell Counties
January 10, 2001
B-3GG3 -Bridge No 320 on SR 1212 (Old Homestead Road) over Shaws Creek in
Henderson County
No specific concerns other than minimization of impacts to water quality and aquatic and
riparian habitat.
B-3664 -Bridge No. 21 on SR 1528 (Brookside Camp Road) over Nlud Creek in Henderson
County
No specific concerns other than minimization of impacts to water quality and aquatic and
riparian habitat.
B-3665 -Bridge No. 265 on SR 1791 (Ballenger Road) over North Branch Bat Fork Creek
in Henderson County
No specific concerns other than minimization of impacts to water quality and aquatic and
riparian habitat.
B-3666 -Bridge No. 53 on SR 1799 (Deep Gap Road) over Hungry River in Henderson
County.
This bridge appears to be located at the edge of the Pisgah Game Lands. This reach is
classified as trout water by the Division of Water Quality and is designated by the NCWRC as
Hatchery Supported. Waters. The new bridge should span the adjacent floodplain and provide
sufficient space for wildlife to move under the bridge. An inwater work moratorium from
October 15=April 15 is requested for this project.
B-3673 -Bridge No. 17 on US 221 over Second Broad River in McDowell County
This stream is Classified WS-IV. No specific fish and wildlife concerns other than
minimization of impacts to water quality and aquatic and riparian habitat. The new bridge should
span the adjacent floodplain and/or provide a wildlife movement corridor under the bridge.
Because the Corps of Engineers (COE) recognizes all of the above counties as "trout
water counties", the NCWRC will review any nationwide or general 404 permits for the proposed
projects. The fdIlowing conditions are likely to be placed on the subject 404 permits:
1. Adequate sedimentation and erosion control measures must be implemented and
maintained on the project site to avoid impacts to downstream aquatic resources.
Structures should be inspected and maintained regularly, especially following rainfall
events.
2. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing acttvities to provide long-term erosion control.
3. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, cofferdams, or other diversion structures should be used to minimize
impacts to downstream aquatic resources. Spoil materials and wastewater captured in
the cofferdam should be pumped out and disposed of on upland sites.

NCDOT Bridge Scoping
Henderson and McDowell Counties
January l0, 2001
4. If concrete is used during construction, a dry work area must be maintained to prevent
direct contact between curing concrete and stream water. Uncured concrete affects
water quality and is highly toxic to fish and other aquatic organisms.
5. Grading and backfilling should be minimized, and tree and shrub growth should be
retained if possible to ensure long term availability of shoreline cover for gamefish and
wildlife.
6. In trout waters, instrelm construction is prohibited during the trout-spawning
period of October 15 to April 15 to avoid impacts on trout reproduction.
7. 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.
8. Ifmulti-celled reinforced concrete box culverts are utilized, they should be designed so
that all water flows through a single cell (or two if necessary) during low flow
conditions. This could be accomplished by constructing a low sill on the upstream end
of the other cells that will divert water to a single cell during below bankfull events.
This will facilitate fish passage at low flows.
9. Notched baffles should be placed in reinforced concrete box culverts at 15-foot
intervals to allow for the collection of sediments in the culvert, reduce flow velocities,
and to provide resting areas for fish moving through the structure.
10. Only clean, sediment-free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural river bottom when
.construction is completed. Temporary causeways should not block more than 30% of
the stream width to prevent an impediment to fish movement.
11. Equipment operated near surface waters should be inspected daily and maintained to
prevent contamination of waters from leaking fuels, lubricants, hydraulic fluids, or
other toxic materials.
12. Stormwater should be directed to upland buffer areas or retention basins and should
not be discharged directly into streams.
Thank you for the opportunity to review and comment during the early stages of these
projects. If you have any questions regarding these comments, please contact me at (828) 452-
2546.
cc: Mr. Steven Lund, NCDOT Coordinator, COE, Asheville
Ms. Stacy Harris, P.E., PD & EA Branch, NCDOT, Raleigh
Ms. Marella Buncick, Biologist, USFWS Asheville

State of North Carolina
Department of Environment `~~
and Natural Resources ,~`.. ;'
~
Division of Water Quality +
~~
~~~~~~
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
December 11, 2000
1VIEIVIORANDUM
To: William D. Gilmore, P.E., Manager
NCDOT, Project Development & Environmental Analysis
Through: John Dorney, NC Division of W~~a~~,,t//e~~r Quality
From: Cynthia F. Van Der Wiele G(Jt.w~
Subject: Scoping comments on the proposed replacement of Bridge No. 265 on SR 1791
over Dunn Creek in Henderson County, T.LP. Project B-3665.
This memo is in reference to your correspondence dated December 6, 2000, in which you
requested Scoping comments for the above project. The stream is actually Dunn Creek, not
North Branch Bat Fork Creek, and the DWQ index number for the stream is 6-55-8-1-1 and is
classified as C waters. The Division of Water Quality requests that NCDOT consider the
following environmental issues for the proposed project:
A. DWQ prefers replacement of bridges with bridges. However, if the new structure is to be a
culvert, it should be countersunk to allow unimpeded fish and other aquatic organisms
passage through the crossing. Please be aware that floodplain culverts are required under
Nationwide 14.
B. The document should provide a detailed and itemized presentation of the proposed impacts
to wetlands and streams with corresponding mapping.
C. There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is
required, it is preferable to present a conceptual (if not finalized) mitigation plan with the
environmental documentation. While the NCDWQ realizes that this may not always be
practical, it should be noted that for projects requiring mitigation, appropriate mitigation
plans will be required prior to issuance of a 401 Water Quality Certification.
D. When practical, the DWQ requests that bridges be replaced on the existing location with
road closure. If a detour proves necessary, remediation measures in accordance with the
NCDWQ requirements for Genera1401 Certification 2726/Nationwide Permit No. 33
(Temporary Construction, Access and Dewatering) must be followed:
E. If applicable, DOT should not install the bridge bents in the creek, to the maximum extent
practicable.
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative F.ction Employer 50% recycled/ 10% post-consumer paper

Mr. William D. Gilmore memo
17J11/OQ
Page 2
F. Wetland and stream impacts should be avoided (including sedi-nent and erosion control
structures/measures) to the maximum extent practical. If this is not possible, alternatives
that minimize wetland impacts should be chosen. Mitigation for unavoidable impacts will
be required by DWQ for impacts to wetlands in excess of one acre and/or to streams in
excess of 1501inea~• feet.
G. Borrow/waste areas should not be located in wetlands. It is likely that compensatory
mitigation will be required if wetlands are impacted by waste or borrow.
H. If foundation test borings are necessary; it should be noted in the document. Geotechn~ical
work is approved under Genera] 401 Certification Number 3027/Nationwide Permit No. 6
for Survey Activities.
In accordance with the NCDWQ Wetlands Rules (15A NCAC 2H.0506(b)(6)}, mitigation
will be required for impacts of greater than 150 linear feet to any single perennial stream.
In the event that mitigation becomes required, the mitigation plan should be designed to
replace appropriate lost functions and values. In accordance with the NCDWQ Wetlands
Rules (15A NCAC 2H.0506 (h)(3)},the Wetland Restoration Program may be available
for use as stream mitigation.
Sediment and erosion control measures should not be placed in wetlands.
K. The 401 Water Quality Certification application will need to specifically address the
proposed methods for stormwater management. More specifically, stormwater should not
be permitted to discharge directly into the creek. Instead, stormwater should be designed
to drain to a properly designed stormwater detention facility/apparatus.
(..
L. While the use of National Wetland Inventory (NWI) maps and soil surveys is a useful
office tool, their inherent inaccuracies require that qualified personnel perform onsite
wetland delineations prior to permit approval.
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 and designated uses,are not degraded or lost. If you have any questions
or require additional information, please contact Cynthia Van Der Wiele at [phone].
Pc: Steve Lund, USACE Asheville Field Office
Marella Buncick, USFWS
David Cox, NCWRC
File Copy
Central Files

~~ ~`~
..;!~ ~
,~
January 10, 2001
HENDERSON COUNTY
OFFICE OF THE COUNTY MANAGER
100 NORTH KING STREET
HENDERSONVILLE, N.C. 28792-5097
PHONE [phone] FAX [phone]
www.henderson.lib.nc.us/county
William D. Gilmore, P.E., Manager
NC Department of Transportation
Project Development and Enviroiunental Analysis
1548 Mail Service Center
Raleig~i NC 27699-148
Dear Mr. Gilmore,
David E. Nicholson
County Manager
Avalina Merrill
Administrative Assistant
I am writing in response to your December 6, 2000 letter concerning the bridge
replacement projects for Henderson Cotmty that are contained within the NCDOT's
2002-2008 Draft Transportation Improvement Program. Attached is a report that
contains our comments on these projects.
Should you have any additional questions, please contact me.
Sincerely,
.vim%,' ~ .~' .. ~-- r
,,,~
David E. Nicholson
County Manager
DEN/abm
Attachment
Cc: Board of Commissioners
Transportation Advisory Committee Members

Henderson County Government Report on
NCDOT BRIDGE REPLACEMENT PROJECTS
B-3475, B-3662, B-3663, B-3665, B-3666 and B-3357
January 10, 2001
Henderson County appreciates the opportunity to study and comment on the proposed bridge
replacement projects identified by NCDOT as B-347, B-366?, B-3663, B-3665, B-3666 and
B-3857. The following report contains the County's comments regarding the projects.
B-3475 -Bridge No 356 on SR 1127 (Caswell Street) over Wash Creek
Bridge No. 356 is located in the City of Hendersonville on Caswell Street, between Washington
Street and Lily Pond Road, in an area known as "Busy Bend." According to the Flood Insurance
Rate map for that area, the area around and including the bridge is in the flood zone for Wash
Creek.
The area around the bridge is commercial in character. Dal-Kawa Cycle Center is located
adjacent to the bridge on the south and an automobile detailing business is located next to the
bridge to the north. There are a number of other small businesses and a couple of churches in the
area as well as the Whitmire Activity Building/Tom's Park owned by the City of Hendersonville.
There is a considerable amount of traffic that enters/exits Hendersonville via Kanuga Road.
Residents and businesses azound the bridge area as well as those that use Kanuga Road to access
Hendersonville will be impacted. The detour that is shown on the NCDOT map (using Lily
Pond Drive, West Allen Street and Washington Street), is approximately 0.5 mile in length.
Erica Thompson, Program Coordinator for the Start with Your Heart program with the
Henderson County Partnership for Health, Inc., has been working on a Bicycle/Pedestrian
Assessment Project in the Henderson County. At her request, Henderson County has agreed to
ask NCDOT to consider widening the sidewalk on Bridge No. 356 when the bridge itself is
widened. According to Ms. Thompson, the current sidewalk is too narrow.
Henderson County understands that the City of Hendersonville is submitting its own comments
regarding the subject bridge project as well.
~~ B-3662- Bride No 20 on SR 1006 (Howard Gap Road) over Featherstone Creek
The subject bridge is located on Howard Gap Road in an area that is mainly residential in
character but which also contains several churches, small businesses and an industry. The
intersection of Howard Gap Road and Brookside Camp Road is located to the northwest. Vulcan
Materials (including the APAC asphalt plant) is located at the intersection of Howard Gap Road
and Clear Creek Road, to the southeast. The Mountain Home Volunteer Fire and Rescue
department has a substation located to the southeast of the intersection of Salisbury Road and
Howard Gap Road. The bridge is located in the Mountain Home Fire District.
The "studied detour route" shown on the map provided by NCDOT requires that one travel
approximately 2.5 miles using Brookside Camp Road and Salisbury Road, both of which are
paved. The route passes through a residential area once it leaves Howard Gap Road and it is
somewhat hilly and curvy. Heavy truck traffic and others that make regulaz use of Howard Gap

Henderson County Government Report
NCDOT Bridge Replacement Projects
January l0, 2001
Page 2
Road as north-south route may find US 25 to be a better alternative. Access to/from US 2~ may
be made via the new road to Park Ridge Hospital, Brookside Camp Road, Clear Creek Road,
and, possibly, Balfour Road.
Residents and business owners in the area of the proposed bridge project will probably be
impacted the most. However, there may be impacts on alternative routes due to the need to
detour trucks, including those from Vulcan, around the bridge construction project.
While it is probably unlikely that NCDOT would undertake the subject project and project
B-3664 on Brookside Camp Road simultaneously, the County would like to specifically request
that the projects be scheduled at different times. If they were to occur together, the impacts on
the area would be intensified, particularly because the bridge to tie replaced on Howard Gap
Road is on the detour route for the Brookside Camp Road bridge project (described below).
;'~B-3663 - Bride No 320 on SR 1212 (Old Homestead Road) over Shaws Creek
O1d.Homestead Road, located off of US 64 West, has a paved surface. The subject bridge
crosses Shaws Creek, adjacent to a Southern Railway track. One must cross the bridge, then the
track. There is no railroad crossing signal on the road.
There are a number of residences that are served by Old Homestead Road once it crosses Shaws
Creek. The area is zoned R-30 by the County and is within a WS-IV Water Supply Watershed.
The land immediately adjacent to the bridge is undeveloped. According to the Flood Insurance
Rate Map of the area, Shaws Creek is shown to have a narrow area of flood zone which includes
the area around the bridge.
As one approaches the bridge from US 64, there is a gravel area adjacent to, but at a lower
elevation than, the left side of the bridge. Rocky Hyder, Henderson County Fire
Marshal/Emergency Management Director, identified this as a fire department draft point. The
draft point would allow water to be drawn from Shaws Creek if needed to fight a fire in the
vicinity.
Because there is no outlet from Old Homestead Road, the NCDOT map does not show a detour
route. Homes on the southwestern end of Old Homestead Road as well as those on Summer
Rain Drive, Kilpatrick Road and Abbey Lane will be impacted during replacement of the bridge.
Henderson County expects that NCDOT will maintain some sort of bridge so residents may
continue to use Old Homestead Road while the bridge is upgraded. Also, the fire department
draft point should be taken into consideration during the project.
B-3664 - Bride No. 21 on SR 1528 (Brookside Camp Road) over Mud Creek
Bridge No. 21 on Brookside Camp Road is located south of the I-26 overpass. Double Tee Golf
Center is located to the northwest and Wolverine Paintball is located to the northeast. Vacant
fields are located immediately adjacent to the bridge, along Mud Creek. The bridge is in a low
area that has been subject to flooding in the past. The area is within a flood zone, according to
the Flood Insurance Rate Map. It is also in the Mountain Home Fire District.
Brookside Camp Road provides access from US 25 to Grimesdale, Hickory Hills and several
smaller subdivisions. It also serves to connect US 2~ to Howard Gap Road and the residences
and businesses in that area.

Henderson County Government Report January 10, 2001
NCDOT Bride Replacement Projects Page 3
The detour shown on the map provided by I~tCDOT is comprised of a loop, approximately 6.7
miles in length, which uses Brookside Camp Road, US 2~, Berkeley P.oad, Balfour Road, Clear
Creek Road and Howard Gap Road. The detour passes over another bridge proposed for
replacement, bridge No. 20 over Featherstone Creek (see B-3663, above). It is possible that to
avoid some of the curves on Balfour Road, some detoured truck traffic may take US 25 to either
the new road over I-26 (to Park Ridge Hospital) or to Clear Creek Road to get to Howard Gap
Road.
The replacement of the bridge may cause some inconvenience to area residents and to business
owners. • According to Rocky Hyder, Henderson County Fire Marshal/Emergency Management
Director, emergency services personnel and local property owners are probably accustomed to
using alternate routes because of the flooding history of the road.
,__ B-3665 - Bride No 266 on SR 1791 (Ballenger Road) over North Branch, Bat Fort Creek
Ballenger Road is located to the east of I-26, between Tracy Grove Road and Upward Road.
Land Uses in the area around the bridge include Lakewood RV Park and some single-family
dwellings. The Flood Insurance Rate Map for the area shows the land in the vicinity of the
bridge as being in a flood zone.
The detour shown on the NCDOT map makes use of Tracy Grove Road and McMurray Road,
both of which are paved. Much of the northern. end of Mc Murray Road consists of orchards and
some single-family dwellings. As one approaches Upward Road, there are some commercial
uses, including an antique shop, a quilt shop, a produce stand, an RV supply store and the Dish
Barn. A commercial project is currently underway near the intersection of Upward Road and
McMurray Road. Since Ballenger Road is not a major thoroughfare, the bridge project is more
likely to affect local traffic. The detour will probably increase the number of vehicles
entering/exiting Upward Road near the I-26 ramps.
;.~ B-3666 = Bride No 53 on SR 1799 (Deep Gap Road) over North Branch, Hun~ry River
~'~Tlie subject bridge on Deep Gap Road is the third bridge as one travels east along the road.
While the majority of Deep Gap Road is paved, the road has a gravel surface beginning at a point
just before the subject bridge.
The eastern end of Deep Gap Road has a few single family dwellings, however much of the land,
particularly that near the bridge, is undeveloped. Deep Gap Road has a number of curves as one
descends into the river valley. Because there is only "one way in," the NCDOT map does not
show a detour route.
Since Deep Gap road is not a "through" road, people would need to have a reason to travel its
full length. That property (or properties) accessed by Deep Gap Road beyond Bridge No. 53 will
be impacted primarily. Hungry River LLC is listed as the owner of approximately 2073 acres at
and beyond the subject bridge.
B-3857 -Bridge No. 8 on SR 1314 (Ladson Road) over Boylston Creek
The subject bridge is located on Ladson Road approximately 0.2 mile from its intersection with
NC 191. Land use in the area surrounding the bridge is agricultural, except that there is one
dwelling just to the southwest of the bridge. Other residences are located further along Ladson
Road. The bridge is located in a flood zone, according to the Flood Insurance Rate Map for the

Henderson County Goveniment Report January 10, 2001
NCDOT Bridge Replacement Projects Page 4
area. The area around the bridge is. in the County's R-30 zoning district and it is also within the
WS-IV Water Supply Watershed.
The detour route shown on the map provided by NCDOT requires one to travel along Banner
Farm Road and Schoolhouse Road, which will add several miles to the trip for those who
normally ttse Ladson Road. The detour rottte also passes by Mills River Elementary School.
There is a change in fire districts as one travels along Ladson Road. Mills River Fire and Rescue
services the portion of Ladson Road near the subject bridge while the area further south of the
bridge is serviced by Etowah-Horse Shoe Fire and Rescue. According to Rocky Hyder,
Henderson County Fire Marshal/Emergency Management Director, both departments typically
respond to all calls in the area. However, for the Mills River department to respond to the area in
its district that is south of the bridge, it will have to use the proposed detour along Schoolhouse
Road, which will probably increase its response time slightly.
Other General Comments
County staff did not have a chance to fully investigate the environmental conditions in the areas
around the bridges other than to note areas that may be subject to flooding. However, as with
any projects undertaken near waterways, the County expects that NCDOT will use erosion and
sedimentation controls and other measures to minimize negative impacts on water quality.
Also, because of ongoing projects in the County to establish safe pedestrian walkways and bike
routes adjacent to roadways, the County suggests that, when reasonable and feasible, NCDOT
consider ways to improve the bridges for these purposes as well as for vehicle travel.
Finally, if it is not already a customary practice, Henderson County suggests that some time prior
to initiation of each bridge replacement project, it would be helpful if NCDOT forwarded
information regarding the actual detours to the Superintendent of Henderson County Public
Schools in order for County bus routes to be adjusted accordingly. In addition, such detour
information would be helpful to other County departments and agencies. Therefore, NCDOT
should also consider sending such information to the County Manager's office for distribution.
Note: Henderson County does not participate in [he federal flood insurance program. Flood Insurance Rate
Maps referenced in comments for projects in the County's jurisdiction (B-3662, B-3663, B-3665, B-3666
and B-3857) are dated March 1, 1982. The City ojHendersonville does participate in the federal flood
insurance program. The Federal Insurance Rale Map referenced in the comments for the project in the
City's jurisdiction (8-3475) is dated January 20, 1982.

Wetland Rating Worksheet
Project name~'3~;~ ;; ~,t~ac~?_~.Snrr..~ d~,~Nni(.,~~=,C- Nearest road ~'/ 5
County~Prrdp~-~~~..L ~ Name of Evaluator tco~'uP~c~e Date ~ Z~'~ ~i
' Shur %4~'.ei~~f:
Wetland location Adjacent land use (within 1/2 mile upstream)
_ on pond or lake forested/natural vegetation 2 ~
I ~ - on perennial stream agriculture, urban suburban f~0
_ on intermittent stream impervious surface O
_ within interstream divide
I _ other - '
Dominant Vegetation
Soil Series I'/uranueN-~~c ~t~rnc~~<~s ' ~c%~~~s
_ predominantly organic-humus,
muck, or peat
~edominantly mineral- non-sandy
_ predominantly sandy
Hydraulic Factors
_ steep topography
ditched or channelized
t~~vetland width >/= 50 feet
(2) ~~ok~~c~2 r -

Flooding and Wetness
_ semipermanently to permanently flooded
or inundated
_ seasonally flooded or inundated
intermittently flooded or temporary
surface water
_ no evidence of flooding or surface water
Wetland Type (select one)
~ttomland hardwood forest _ Pine savanna
Headwater forest _ Freshwater marsh
_ Swamp forest _ Bog/fen
_ Wet flat _ Ephemeral wetland
_ Pocosin _ Other
•The rating system cannot be applied to salt or brackish marshes
Water storage 2 * 4 = ,~_
Bank/Shoreline stabilization ~ * 4 =
Pollutant removal _~ * 5 = ~O
Wildlife habitat / * 2 = ~_
Aquatic life value ._,~ * 4 = ! to
Recreation/Education 2 * 1 = ~y
Total score
Add I point if in sensitive watershed and > l0% nonpoint disturbance within IR mile upstream

~/~ 6 ~ u~lq nd
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ~• ,/
; SR/79/ oy~r• L~unr.v C,~ee,~ Date: /
73 l a /
~
Applicant/Owner: ~
County: Ne n aP ~ s flrl
Investigator: Fro . ~r~ c l~~/rr~ 1~.1:~•.~"^:••~: State: n
Do Normal Circumstances exist on the site? tJo Community ID: ~~crr ~;
Is the site significantly disturbed (Atypical Situationl? Ye Transect ID: Vi9
~
-Is the area a potential Problem Area? Yes! o Plot ID: VAO(a
(If needed, explain on reverse)
VEGETATION
Dominant Plant Species r to I is r pominant Plant Species Stratum i r
1. rii~us st~oh_ NS ~_ Fol. _ s.

3. flcer- /'ufiYUrn ,~_ Fi~)G 11.
4.=/ex T uc~
5. L iNl!~s~'i o r~ Sl ~)Crl c ~
~ FAG
FRIG 12..
13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL. FACW or °
~~ ~~
FAC (excluding FAC-)
Remarks:
HYDROLOGY
-Recorded Data (Describe in Remarksl: Wetland Hydrology Indicators:
Stream, Lake or Tide Geuge Primary Indicators:
Aerial Photographs Inundated
Other -Saturated in Upper 12 Inches
/ No Recorded Data Available -Water Marks ~ ~ r~ ~
Drift Linea
di
D
i
S
epos
ts
e
ment
Field Observations: -Drainage Patterns in Wetlands
Secondary indicators (2 or more required):
Depth of Surface Water: ~/~ ()n.) -Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N r~ (in.) _Wetsr-Stained Lesves
Depth to Saturated Soil: ~ lin.l -Local Soil Survey Data
_FAC-Neutral Test
Other (Explsin in Remarks)
Remarks: Nin ~~ ~ e, ~~,r~u ~r. p

/
<.. ~%'~ S P.4. '~

~i

[All C

Map Unit Name n ~
(Series and Phase): C. O cl C(r ~I S W C/~ :`l/'Q.' „tP
Drainage Class:
,~
Taxonomy (Subgroup): r~.!~~/!I•)~!:' T Field Observations
~~~ ~'YS~~aC~//f.0'f5 Confirm Mapped Type: Yes ~ '
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture,
Concretions,
i the Horizon (Munseli Moistl IMunsell Moistl AbundancelContrast Structure. etc.
~L
~,f ~ L
I

lOt 0~~. s/ no:Je c/a /aa
i
Hydric Soil Indicators: /J D IV i
Histoaoi -Concretions
Histic Epipedon -High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor -Organic Stresking in Sandy Soiis
Aquic Moisture Regime Lasted on Locai Hydric Soils List
Reducing Conditions -Listed on National Hydric Soiis List
-
Gleyed or Low-Chrome Colors Other (Explain in Remerka)

Remarks: N~ /7(/,~,e ~L ~' D i ~ ,1,YI r~i C~T~~C: j
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
Yes ~'Ng..,~(Circle) I (Cirfile)
Yes Noj ~ Is this Sampling Point Within a Wetland? Yes
Approved by HQUSACE 2/92
HJL
8/93

v~~~ w~
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: s -3~ivs ~R i79/ or~,e ~c„v,v (~,(~eK Date: 1,~ /,oi
Applicant/Owner: G»D County: h~nrd~~s~,V
Investigator: E o ~' ~~a .r ~_. a.~ l.~r~,rio, State: !~
' ~ ~ X~
Do Normal Circumstances exist on the site? es o Community ID: ~~ ~~vv8
Is the site significantly disturbed (Atypical Situation)? Ye~ Transact ID.' i/A
Is the area a potential Problem Area? Yes o Plot ID: Y/¢Ola
(If needed, explain on reverse)
~rcr_cTeTInN
Dominant Plant Species ra um I i a or
~
( Dominant Plant Species Stratum i at
9
1, r rub/ _
~ •
2. ~? c ~~ ~ rrl ~_ F~ 10.
3, s ~- Flu 11•
4. ,r, ~ ~ H //il /i / virp ~ F,~l G 12.
5.1.ovs~rr:h ~s.•.~rrere. _ F~1G 13•
6. l'a ~ 2x .~.~--__ ~
- 14.
7. 15.
8. 16.
Percent of Dominant Species that ere OBL, FACW or ~~~
FAC (excluding FAC-) °
Remarks:
HYDROLOGY
°r~ Recorded Data (Describe in Remarksl:
~~,;,,:,, -_ .~ • '~ "Stream, Laks or Tide Gauge
Aerial Photographs
~ %~- o Recorded Data Available
dd Observations:
lepth of Surface Water: ~; Q (in.)
Ispth to Frae Water in Pit: - (In.l
I~pth to Saturated Soil: ~ lin.)
'~;.,
Wetland Hydrology Indicators:
Prime~,, Indicators:
~fnundated
~8ituratad in Upper 12 Inches
Water Marka
_~ Linea
edimant Deposits
_Drainage Patterns in Wetlands
Second~~WW Indicators (2 or more required):
~6xidi:sd Root Channels in Upper 12 Inches
_ er-Stained Leevss
_ ocal Soil Survey Data
_FAC-Neutral Tast
Other (Explain in Remarksl

JUILJ ~ i •~ w v~..-- ~ v_-Wrm~
Map Unlt Name /~
(Series and Phase): (. O ~(.! ~ ii{ , rno P..r P.Cy ~J~oO/•~`/
5 Drainage Class: ~'-~~~ ca' y 2 %//~P ~~ Q1
~~~,,,, ~~ ~/ Feid Observations
Taxonomy (Subgroup): ~~//04 NEK.T,G !/i/~fYOG/(/'P~~S Confirm Mapped Type: Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture,
Concretions,
iinchesl ri n (Mansell Moist( (Mansell Moistl Abundance/Contrast St-ucture. etc.

~~ ~ i
0 K 4 /Z/GK.~G
11~aY~=~~ n o r1 ~
sf /D,~,~ io ~e a /oq m-
Hydric Soil Indicators:
Histosol _Concretions
Histic Epipedon -High Orgsnic Content in Surface layer in Sandy Soils
Sulfidic dor ~ Or~nic Stresking in Sandy Soils _
A~~Moistura Regime vLlsted on Local Hydric Soils List
viie~ucing Conditions _Liated on Nationd Hydric Soils List
~,.G eyed or Low-Chrome Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation PresentT a No (Circle) ~ (Circle)
Wetland Hydrology Present? a No ".-
Hydric Soils Present? es No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE 2/92
HJL
8/93

08-~9-' D5 11;18 F1~OI°1-liEAll~ EEF
919715~I~I~1
1•-
:~Sco st~rn_ ..
PROGRAM
February 7', 2005
Ms. Rngie Pennock
US Army Corps of Engineers
Asheville Regulatory Field pflice
151 Patton Avenue, Room 208
Asheville, North Carolina 2$$01-5006
Dear Ms. 1:'ennock:
Subject: EEP Mitigation Acceptance Letter
T-"•-~, F'4~7 i1-~81
~~
8-3665, Bridge 265 over Dunn Creek on SR 1791, Henderson (:aunty;
French Broad River $asin (Cataloging Unit 06010105); Southern
Mountains Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEF) will provide 1,700 feet of cool stream preservation as compensatory mitigation at a 10:1
ratio for the 170 feet of unavoidable stream impacts of the subject project. The preservation site
Chat v~aill be debited for this mitigation is:
Dupont Forest (Henderson and Transylvania Counties) 1,700 feet.
The subject 1'IP project is listed in Exhibit 2 of the Memorandum of Agreettaent among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated
.luly 22, 2003. T'he compensatory mitigation for the project will be provided in accordance with
Section IX, EEP Transition Period, of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
~--- ~~-~ ~~~•~.. , fir-.,
W lliam D. Crilmore, P.E.
EEP Director
cc: Phil Harris, Office of Natural Environment, NCI7OT
Bohn Hennessy, Division of Water Quality, Wetlands/401 Unit
File: 8-3665
a w'~~ ~ti' ,'.~fi~',i+~.. ~~r~yl;~.~Yi L. ,~~~r.~.,. ~$i:.~~~~,~~~,r y;i y'~ .~ t. ,. ,A. ~'r ~CI'll~
_r
North Carolina ecosystem Enhancement Program, IbSZ Mail Service Center, Raleigh, NC 21694-1652 / 9f9-715-0416 / www. nceep.net
FEB-9-200 DIED 10:46 TEL: [phone] NAP1E:DWG!-WETLANDS F

~ ~
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~. ~~
PROGRAM
February 7, 2005
D ~~~7~M
Ms. Angie Pennock F D
US Army Corps of Engineers EB ~ 4 2005
Asheville Regulatory Field Office DENR,WATE
151 Patton Avenue, Room 208 ~~~M-DSTORR~ iFR ~H
Asheville, Nc-rth Carolina 28801-5006
Dear Ms. Pennock:
Subject: EEP Mitigation Acceptance Letter:
B-3665, Bridge 265 over Dunn Creek on SR 1791, Henderson County;
French Broad River Basin (Cataloging Unit 06010105); Southern
Mountains Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide 1,700 feet of cool stream preservation as compensatory mitigation at a 10:1
ratio for the 170 feet of unavoidable stream impacts of the subject project. The preservation site
that will be debited for this mitigation is:
Dupont Forest (Henderson and Transylvania Counties) 1,700 feet
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated
July 22, 2003. The compensatory mitigation for the project will be provided in accordance with
Section IX, EEP Transition Period, of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
W.lliam D. Gilmore, P.E.
EEP Director
ec: Phil Harris, Office of Natural Environment, NCDOT
""~"~1'l~tttYessy; Division of Water Quality, Wetlands/401 Unit
File: B-3665
~~~,
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

Eco. stem
,,, ~';
..;
PROGRAM
February 7, 2005
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, NC 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-3665, Bridge 265 over Dunn Creek, Henderson County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide stream mitigation for the subject project. Based on the information supplied
by you in a letter dated December 21, 2004, the impacts are located in CU 06010105 of the
French Broad River Basin in the Southern Mountains (SM) Eco-Region, and are as follows:
Stream Impacts: 170 feet
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The mitigation for the subject project will be provided
in accordance with this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
C r_, r ``
'YY~.a--
William D. Gilmore, P.E.
EEP Director
cc: Ms. Angie Pennock, USACE-Asheville
I©httRH~tmesayy~iDivision of Water Quality, Wetlands/401 Unit
File: B-3665
ern
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

M SINE
~d ~,,, r u„ ~~
y
~~ ww+A~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Mr. William D. Gilmore, P.E., Director
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
December 21, 2004
LYNDO TIPPETT
SECRETARY
~ ~~ ~ ~;~(
D
.Iq N 0 7 ~ 005
DENR - WAl'F::R QUFlLITY
N/ETIl+-VDS AND STURMWgTER 9RANCH
Subject: Proposed replacement of Bridge No. 265 on SR 1791 (Ballenger IZd) over Dunn Creek in
Henderson County. Federal Project No. BRZ-1791(1), State Project No. 8.2952001,
TIP No. B-3665.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program (EEP)
grant confirmation that you are willing to provide compensatory mitigation for the project in accordance
with the Memorandum of Agreement (MOA) signed July 22, 2003 by the USACE, the NCDENR and the
NCDOT.
NCDOT proposes to replace existing Bridge No. 265 over Dunn Creek (DWQ Index # 6-55-8-1-1, Class
C), on SR 1791 in Henderson County. The project involves replacing the bridge at approximately the
same location as the existing bridge. Traffic will be detoured off-site during construction.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent possible.
The remaining impacts to jurisdictional resources will be compensated for by mitigation provided by the
EEP program. We estimate that permanent impacts to jurisdictional resources associated with the
replacement bridge approach work will be 170 linear feet of stream impacts.
The project is located in the Mountain Physiographic Province (Southern Mountains EEP Ecoregion) in
Henderson County, in the French Broad River basin, Hydrological Cataloguing Unit 06010105. We
propose to provide compensatory mitigation for the stream impacts by using the EEP for tl~e 170 linear
feet of impacts.
Please send the letter of confirmation to Ms. Angie Pennock (USACE Coordinator) at U. S. Army Corps
of Engineers Asheville Regulatory Field Office, 151 Patton Avenue, Room 28, Asheville, NC 28801-
5006. Ms. Pennock's FAX number is [phone]. The current let date for the project is May 17,
2005 for which the let review date is March 29, 2005.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ requires a
formal letter from EEP indicating their willingness and ability to provide the mitigation work requested

by NCDOT. The NCDO'i' requests such a letter of confirmation be addressed to Mr. John [-iennessy of
NCDWQ, with copies submitted to NCDOT.
If you have any questions or need additional information, please contact Tyler Stanton at
[e-mail] or [phone].
Sincerely,
~~~~''
~~ ~•~"'
t i
/regory J. Thorpe, Ph.D.,
`~~ Environmental Management Director
Project Development & Environmental Analysis Branch
cc: John Hennessy, NCDWQ
Brian Wrenn, NCDWQ
Bruce Ellis, NCDOT
Omar S. Sultan, NCDOT, Program Management
Laurie P. Smith, CPA, NCDOT, Program Management
Beth Harmon, F,EP

-.~_~
d .~ ~.°
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Mr. William D. Gilmore, P.E., Director
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
December 21, 2004 r ~ . `~ ~R'~~ D
~I~ N ;~ ''(1115
DENR -WATER pUALITY
VYETLANDS AND STORMWATER BRANf.H
LYNDO TIPPEIT
SL'CRETARY
Subject: Proposed replacement of Bridge No. 265 on SR 1791 (Ballenger Rd) over Dunn Creek in
Henderson County. Federal Project No. BRZ-1791(1), State Project No. 8.2952001,
TIP No. B-3665.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program (EEP)
grant confirmation that you are willing to provide compensatory mitigation for the project in accordance
with the Memorandum of Agreement (MOA) signed July 22, 2003 by the tJSACE, the NCDF_,NR and the
NCDOT.
NCDOT proposes to replace existing Bridge No. 265 over Dunn Creek (DWQ Index # 6-55-8-1-1, Class
C), on SR 1791 in Henderson County. The project involves replacing the bridge at approximately the
same location as the existing bridge. Traffic will be detoured off-site during construction.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent possible.
The remaining impacts to jurisdictional resources will be compensated for by mitigation provided by the
EEP program. We estimate that permanent impacts to jurisdictional resources associated with the
replacement bridge approach work will be 170 linear feet of stream impacts.
The project is located in the Mountain Physiographic Province (Southern Mountains EEP Ecoregion) in
Henderson County, in the French Broad River basin, Hydrological Cataloguing Unit 06010105. We
propose to provide compensatory mitigation for the stream impacts by using the EEP for the 170 linear
feet of impacts.
Please send the letter of confirmation to Ms. Angie Pennock (USAGE Coordinator) at U. S. Army Corps
of Engineers Asheville Regulatory Field Office, 151 Patton Avenue, Room 28, Asheville, NC 28801-
5006. Ms. Pennock's FAX number is [phone]. The current let date for the project is May 17,
2005 for which the let review date is March 29, 2005.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ requires a
formal letter from EEP indicating their willingness and ability to provide the mitigation work requested

by NCDOT. The NCDOT requests such a letter of confirmation be addressed to Mr. John Hennessy of
NCDWQ, with copies submitted to NCDOT.
If you have any questions or need additional information, please contact Tyler Stanton at
[e-mail] or [phone].
Sincerely,
~j.:,.
~ ~~
.~~~=~%"
/regory J. Thorpe, Ph.D.,
`~` Environmental Management Director
Project Development & Environmental Analysis Branch
cc: J hn Hennessy, NCDWQ
~rian Wrenn, NCDWQ
Bruce Ellis, NCDOT
Omar S. Sultan, NCDOT, Program Management
Laurie P. Smith, CPA, NCDOT, Program Management
Beth Harmon, EEP

~.-
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PROGRAM
July 19, 2005
Ms. Angie Pennock
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Dear Ms. Pennock:
Subject: EEP Mitigation Acceptance Letter:
v
asp ~7 ~
~ ev~~~s ~ "G C~
9~ ~' V
9~~~ f~
~~~ ~0
~, VVV___
~~-~. J
B-3665, Bridge 265 over Dunn Creek on SR 1791, Henderson County;
French Broad River Basin (Cataloging Unit 06010105); Southern
Mountains Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) proposes to provide high quality preservation to compensate for the unavoidable 0.019 acre
of riverine wetland impact and 43 feet of stream impacts associated with the subject project in the
following manner:
Riverine Wetland Preservation (10:1) in Same Eco-Region
Needmore Site, Swain County 0.19 acre
Stream Preservation (10:1) in Same Eco-Region
Needmore Site, Swain County 430 feet
This mitigation strategy letter replaces the mitigation strategy letter issued on
February 7, 2005. The subject TIP project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The compensatory mitigation for the project will be
provided in accordance with Section IX, EEP Transition Period, of the Agreement.
North Carolina Ecosystem Enhancement Program, I65Z Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

If you have any questions or need additional information, please contact IVIs. Beth
Harmon at [phone].
Sincerely,
~a~~~~
William D. Gilmore, P.E.
EEP Director
cc: Phil Hams, Office of Natural Environment, NCDOT
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3665 Revised

~E~co . stem , ,
i ; .~ ~ . ~ '1 ,I. ~~. ~~ ~ ~ ' .
PROGRAM
July 19, 2005
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-3665, Bridge 265 over Dunn Creek, Henderson County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide riverine wetland and stream mitigation for the subject project. Based on the
information supplied by you in a letter dated December 21, 2004 and revised June 14, 2005, the
impacts are located in CU 06010105 of the French Broad River Basin in the Southern Mountains
(SM) Eco-Region, and are as follows:
Riverine Wetland Impacts: 0.019 acre
Stream Impacts: 170 feet
This mitigation acceptance letter replaces the letter issued on February 7, 2005. As
stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of Agreement
among the North Carolina Department of Environment and Natural Resources, the North
Carolina Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington
District dated July 22, 2003. The mitigation for the subject project will be provided in
accordance with this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
`-'hn~
William D. Gilmore, P.E.
EEP Director
cc: Ms. Angie Pennock, USACE-Asheville
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3665 Revised
I~Y~.17~C1'11Z
North [arolina Ecosystem Enhancement Program, 1651 Mail Service Center, Raleigh, NC 21699-I6S2 / 919-115-0416 / www.n~eep.net