20070124 Ver 1_Application_20040203

FILE
MICHAEL F. EASLEY
GOVERNOR
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DEPARTMENT OF TRANSPORTATION
January 16, 2004
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN.: Mr. Steve Lund
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
WETLANDS / 4Q1 GROUP
FEB 0 3 2004
`WATER QUAU7Y StCTION
Subject: Application for Individual Section 404 and 401 permits for R-2813C for the
proposed widening of NC 146 (Long Shoals Road) from East of I-26 to US 25 (Hendersonville Road)
crossing Lake Julian and associated wetlands south of Asheville in Buncombe County; NCDOT
Division 13. Federal Project No. STP-146(1), State Project No. 8.1843601; TIP No. R-2813C.
$475.00 Debit work order 8.1843601, WBS Element 34505.1.1
Dear Sir:
The NCDOT proposes to widen NC 146 from East of I-26 to US 25 (Hendersonville Road). The
proposed project will consist of widening the existing two lane facility to a five lane 68-foot face to
face curb and gutter facility. The total length is approximately 1.8 miles and will require
approximately 100 feet of right of way. This application package consists of the cover letter, ENG
Form 4345, 8'/2x11 inch permit drawings, and half size plan sheets.
Purpose and Need: As identified in the EA, the main purpose of the proposed project is to improve
traffic flow and increase safety.
Summary of Impacts: Impacts on jurisdictional areas of the proposed project consist of a total of 0.197
acres of wetland impacts and 0.749 acres of pond impacts.
Summary of Miti ag~tion: The project has been designed to avoid and minimize impacts to jurisdictional
areas throughout the NEPA and design processes. Compensatory mitigation for jurisdictional streams
will be handled by using 0.197 acres from the North Carolina Ecosystem Enhancement Program:
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by the NCDOT on November 26, 1997 in
compliance with the National Environmental Policy Act. The document addressed the widening of NC
146 (Long Shoals Road) from East of I-26 to US 25 (Hendersonville Road) crossing Lake Julian and
associated wetlands south of Asheville. The EA explains the purpose and need for the project;
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STATE OF NORTH CAROLINA
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provides a description of the alternatives considered; and chazacterizes the social, economic, and
environmental effects. After the EA was approved it was circulated to federal state and local agencies.
On August 18, 1999 a ~ONSdI was approved for R-2813. Copies of the EA and FONSI have been
provided to regulatory review agencies involved in the approval process. ~ddit~nalFopi~swill be
provided upon request. - ; '
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal Highway
Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope,
(2) The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
RESOURCE STATUS
Wetland delineations: Potential wetland communities were investigated pursuant to the 1987 Corps of
Engineers Wetland Delineation Manual. All wetlands were verified by Steve Lund of the U.S. Army
Corps of Engineers on June 16, 2003. Impacts are reported in Table 1. There are two jurisdictional
wetlands located on the project and one jurisdictional surface water.
There are two crossings of Lake Julian on this project which are in a water supply watershed protected
azea classified as WS-IV and are in the French Broad River basin (06010105). At the first crossing the
structure is submerged and as yet not located. The second site has a 7x10' RCBC and is being
extended 60.9' upstream. The extension will be placed in a pond and will have both surface water and
wetland impacts. The third site is a wetland with no associated stream.
Buncombe County is currently a participant in the National Flood Insurance Regular Program. The
crossing of Lake Julian is in a designated flood hazazd zone. The crossing at Lake Julian is not
included in a detailed flood study. The remaining stream crossings aze not in designated flood hazard
zones.
Table 1. Jurisdictional Impacts for TIP Project R-2813C. Buncombe
1 27+80 0 0.334 Class C Pond
2 29+40 0.17 0.46 N/A Palustrine ewer ent
3 32+85 0.027 0 N/A Palustrine emer ent
Total 0.197 0.749
This project is in a region of the state where trout waters are prevalent; however, none of the streams
crossed by this project are designated trout waters by NC Wildlife Resources Commission.
PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as

3
amended. As of January 29, 2003, the U.S. Fish and Wildlife Service (FWS) lists one federally
protected species for Buncombe County (Table 2).
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."
Threatened due to similarity of appearance (e.g., American alligator )--a species that is threatened
T(S/A) - 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.
*Historic record -the species was last observed in the county more than 50 years ago.
***IncidentaUmigrant record -the species was observed outside of its normal range or habitat.
IIn 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.
INDIRECT CUMULATIVE IMPACT ANALYSIS
Existing rules for the 401 Water Quality. Certification Program (15A NCAC 2H .0506(b)(4) require
that the DWQ determine that a project "does not result in cumulative impacts, based on past or
reasonably anticipated future impacts, that cause or will cause a violation of downstream water quality
standards."
An Indirect and Cumulative Effects (ICE) analysis is scheduled to be complete in January 2004 and a
copy will be forwarded to the agencies when the document is finalized.
There are no impaired (303d) streams listed in the project area.

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CULTURAL RESOURCES
Archaeology & Historical Structures: Archaeological resource survey work was conducted to
determine if significant archaeological resources might be disturbed. In a letter dated December 5,
1996, five recorded archaeological sites were studied and were all determined to be not eligible for the
National Register by NCDOT archaeologists with concurrence from the SHPO. This document is
found in Appendix B in the EA.
In a letter dated September 20, 1995, also found in-the Appendix B section of the EA, no historical
structures were located. SHPO commented that "we concur with the findings and recommend no
further archaeological investigations associated with this project unless additional alternative routes are
proposed."
FEMA COMPLIANCE
Buncombe County is currently a participant in the National Flood Insurance Regular Program. The
crossing of Lake Julian is in a designated flood hazard zone. The crossing at Lake Julian is not
included in a detailed flood study. The remaining stream crossings are not in designated flood hazard
zones.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of
study rivers (Public Law 90-542, as amended).
MITIGATION OPTIONS
The Corps of Engineers has adopted, through the Council on Environmental Quality (CEQ), a wetland
mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose
of this policy is to restore and maintain the chemical, biological, and physical integrity of the Waters of
the United States. Mitigation of wetland and surface water impacts has been defined by the CEQ to
include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time and
compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of Wetlands) and
Department of Transportation Order 5660.1A (Preservation of the Nations Wetlands), emphasize
protection of the functions and values provided by wetlands. These directives require that new
construction in wetlands be avoided as much as possible and that all-practicable measures are taken to
minimize or mitigate impacts to wetlands.
AVOIDANCE: Widening of existing Y lines were kept to a minimum to avoid increased impacts.
No staging of construction equipment or storage of construction supplies will be allowed in wetlands.
MINIMIZATION: The construction of this project has minimized the extent of the built-upon area by
using the existing alignment for the widening. We have also diverted stormwater away from surface
water supplies as much as possible, and employ best management practices (BMP's) to minimize
water quality impacts. 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. The attached Stormwater Management Plan describes in detail the measures taken to

5
minimize impacts on the WS-IV watershed and to demonstrate compliance with the referenced
regulations.
COMPENSATION: The primary emphasis of the compensatory mitigation is to reestablish a condition
that would have existed if the project were not built. As previously stated, mitigation is limited to
reasonable expenditures and practicable considerations related to highway operation. Mitigation is
generally accomplished through a combination of methods designed to replace wetland functions and
values lost as a result of construction of the project. These methods consist of creation of new
wetlands from uplands, borrow pits, and other non-wetland areas; restoration of wetlands; and
enhancement of existing wetlands. Where such options may not be available, or when existing
wetlands and wetland-surface water complexes are considered to be important resources worthy of
preservation, consideration is given to preservation as at least one component of a compensatory
mitigation proposal.
FHWA Stems Down Compliance
All compensatory mitigation must be in compliance with 23 CFR Part 777.9, "Mitigation of Impacts"
that describes the actions that should be followed to qualify for Federal-aid highway funding. This
process is known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of--way and should include the
enhancement of existing wetlands and the creation of new wetlands in the highway median,
borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of--way does not fully offset wetland losses,
compensatory mitigation may be conducted outside the right-of-way including enhancement,
creation, and preservation.
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 Program (EEP),
will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation
requirements for NCDOT projects that aze 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 aze 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. The remaining,
unavoidable impacts to 0.197 acres of jurisdictional wetlands will be offset by compensatory
mitigation provided by the EEP program.

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REGULATORY APPROVALS
Attached for your information is an ENG form 4345, roadway design plans, a Storm Water
Management Plan, and permit drawings for the subject project. Application is hereby made for a
Department of the Army for a Section 404 Individual Permit and a Section 401 Water Quality
Certification for the above described activities. In compliance with Section 143-215.3D(e) of the
NCAC we will provide $475.00 to act as payment for processing the Section 401 permit application
previously noted in this application (see Subject line). We are providing seven copies of this
application to the North Carolina Department of Environment and Natural Resources, Division of
Water Quality.
We also anticipate that comments from the North Carolina Wildlife Resources Commission (NCWRC)
will be required prior to authorization by the Corps of Engineers. By copy of this letter and
attachment, NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC forward their
comments to the Corps of Engineers.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Mr. Michael Turchy at [e-mail] or [phone].
Sincerely,
~---
~~--
-- Gregory .Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
Mr. John Dorney, NCDWQ (7 copies)
Ms. Mazla Chambers, NCWRC
Ms. Kathy Matthews, USEPA
Ms. Mazella Buncick, USFWS
Mr. Hazold Draper, TVA
Mr. John Sullivan, P.E., FHWA
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omaz Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mazk Staley, Roadside Environmental
Mr. F. D. Martin, Division Engineer
Mr. Roger Bryan, DEO
Mr. David Franklin, USAGE, Wilmington (Cover Letter Only)

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL N0.0710-003
(33 CFR 325) Expires December 31, 2004
Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. _ _
PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine
Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE ILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE F LLED BY APPLICANT?
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
North Cazolina Department of Transportation
Project Development & Environmental Analysis
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
7. APPLICANTS PHONE NOs. W/AREA CODE 10. AGENTS PHONE NOs. W/AREA CODE
a. Residence a. Residence
b. Business 919-733-3141 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions I
R-2813 C, The widening of NC 146 (Long Shoals Road) from East of 1-26 to US 25
13. NAME OF WATERBODY, IF KNOWN (if applicable) I 14. PROJECT STREET ADDRESS (ff applicable)
Lake Julian and associated wetlands. East of 1-2s to us 2s
15. LOCATION OF PROJECT
Bunwmbe NC
COUNTY STATE
16.OTHER LOCATION DESCRIPTIONS, IF KNOWN (sea instructions) Section, Township, Rango, LaNLon, and/or Aeeessors's parcel Number, for azample.
17. DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW OR)

18. Nature of Activity (Description of project, include all features)
Road widening, realigning.
19. Project Purpose (Descr~e the reason or purpose of the project, see instructions)
Public transportation; to improve traffic flow and increase safety.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
R-2613 C, The widening of NC 746 (Lora Shoals Road) from East of I-26 to US 25
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Earthen fill material, box culverts
22. Surface Area in Acres of Wetlands or Other Waters Filled (sea instruUions)
Wetlands = 0.197 acres
Lake Julian = 0.749 aces
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (n m«e than can be entered Here, please attach a supplemental list).
Please see the attached sheet in the permit drawing package.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
' Would inGude but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is
complete and accurate. I further celtiry that I possess the authority to undertake the work described herein or am ailing as the duy authorized agent
of the applicant
~~•- t t t
SI NATURE OF APPLICANT ATE
SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner wfthin the jurisdiction of any department or agency of the United States knowingly
and willfuly falsfieS, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW-0R)

S
STORMWATER MANAGEMENT PLAN
State Project 8.1843601 (R-2813C) Date: 7/10/03
Buncombe County
Hydraulics Project Manager: Andrew Nottingham, PE
ROADWAY DESCRIPTION
The project involves the widening of Long Shoals Road (NC 146) to amulti-lane facility
in Buncombe county. The 2.9 km (1.8 mi) project will consist of five lanes, 20.4 meter r`
(68 foot) face to face of curb, curb and gutter section from just east of I-26 to US 25.
ENVIRONMENTAL DESCRIPTION
There are two crossings of Lake Julian on this project which are in a water supply
watershed protected area classified as WS-IV and are in the French Broad River basin.
At the first crossing the structure is submerged and is as yet not located. The second site
has a 2.13m X 3.OSm (7'X10') RCBC and is being extended 18.56m (60.9') upstream.
The extension is into a pond and will have both surface water (.188 ha) and wetland (.071
ha) impacts. The third site has a wetland impact of .009 ha and has no associated stream.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The following best management practices and measures were taken during the design of
the project to reduce the stormwater impacts:
1. Storm drainage that is being collected on the south of Long Shoals Road between
station 37+00 and 41+57 -L- is being discharged along the ramp to I-26.
2. Storm drainage that is collected on the north side of Long shoals road between
station 36+40 and 41+57 -L- is being discharged along the northbound ramp to I-26.
3. Storm drainage that is collected from station 41+57 to 43+00 -L- outlets into a
drainage ditch on the north side of the project.
4. Storm drainage from the proposed roadway from station 43+00 to 45+78 -L- is
being disc? aged into an existing system on the north side of the project which
discharges ~ nto the same drainage ditch as above.
5. Storm drainage collected offsite from the southside of the roadway from station
43+00 to 45+45 -L- is being discharged along CP&L Drive.
6. Storm drainage collected between station 45+78 and 48+55 -L- is being
discharged into a preformed scour hole left of station 47+80 -L-. This drainage then
enters a system that drains through the adjacent apartment complex.
7. Storm drainage collected between station 48+55 and 49+15 -L- on the left is
being discharged into a ditch adjacent to a school driveway.

8. All other drainage collected between station 48+55 and 56+00 -L- is being
discharged into a 2.Om base grass lined ditch adjacent to Lake Julian. The ditch runs
for l OOm +/- before discharging into lake.
9. Storm drainage collected between station 56+00 and 56+60 -L- on the right is
being discharged into same ditch as above.
10. Storm drainage collected from station 56+00 to 58+70 -L- on the left and 56+60
to 58+70 -L- on the right is being discharged left of station 58+00 -L- where it runs
along the toe of fill before entering Lake Julian.
11. Storm drainage collected from station 58+70 to 59+85 -L- is being discharged r~
onto natural ground 30m +/- from Lake Julian.
12. A 750mm crosspipe is being proposed at station 59+g4 -L- to pass offsite
drainage across roadway.
13. Storm drainage collected from station 59+85 to 62+40 -L- is discharged into a
performed scour hole left of station 60+20 -L-. This is 25m +/- from the lake.
14. Storm drainage collected from station 62+40 to 64+40 -L- is being discharged
into a preformed scour hole left of station 62+40 -L-. This is l Om +/- away from a
tributary to Lake Julian.
15. Storm drainage from US 25 is being discharged adjacent to a RCBC at station
10+37 -Y9-.
CULVERTS
Station 58+91.6 -L- the existing 2.13m X 3.OSm RCBC is being extended on the
upstream end

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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
PROJECT: 8.1843601 (R-2813C)
NC 146 (LONG SHOALS RD) FROM
EAST OF I-26 TO US 25
(HENDERSONVILLE ROAD>
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DIVISION OF HIGHa'AYS
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PROJECT: 8.1843601 <R-2813C)
NC 146 (LONG SHOALS RD) FROM
EAST OF I-26 TO US 25
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PROPERTY OWNERS
NAMES AND ADDRESSES
Parcel No. Names Addresses
38 Carolina Power and Light 38
555 Brevazd Road
Asheville, NC 28806
41 LSRP, Inc 38
1578 Hendersonville Road #A
Asheville, NC 28803
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
PROJECT 8.1843601 (R-2813C)
NC 146 (LONG SHOALS ROAD) FROM
EAST OF I-26 TO US 25
(HENDERSONVII.LE ROAD)
SHEET 11 OF 11 8/18/03

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