20110464 Ver 1_Application_20110516

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STATE OF NORTH CAROLINA S"Q'~s ~RO~,~~ ,
DEPARTMENT OF TRANSPORTATION ~"~ry
BEVERLY EAVES PERDUE EUGENE A. Cohn, JR
GOVERNOR SECRETARY
May 9, 2011
U.S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive Suite 105
Wake Forest, NC 27587
ATTN: Mr. Monte Matthews
NCDOT Coordinator
~.~~4~~
Subject: Application for Individual Section 404 Permit and Individual Section
401 Certification for Improvements to the NC 88 (West Main Street)
from NC 194 to US 221 Business (South Main Street), Ashe County, NC
(TIP No. U-3812, State Project No. 81711501, Federal Aid Project No.
STP-0088(6)) Debit $570.00 from WBS Element 34977.1.1
T.I.P. Project U-3812
Deaz Mr. Matthews:
The North Cazolina Department of Transportation (NCDOT) proposes improvements to
NC 88 (West Main Street) from NC 194 to US 221 Business (South Main Street) in
Jefferson, NC including widening, grading, paving, resurfacing, drainage, signals,
sidewalks and retaining wall. The total project length is approximately.l.5 miles. This
application package consists of: the cover letter, ENG Form 4345, EEP mitigation
acceptance letter, SHPO historical architecture concurrence letter, SHPO azchaeology
concurrence letter, interagency hydraulic design review (4b) meeting minutes, interagency
pemtit drawing review (4c) meeting minutes, Indirect and Cumulative Effects update
memo, Stormwater Management Plan, pemrit (hydraulic) drawings and half-size
roadway plan sheets.
Purpose and Need
The purpose of this project is to improve safety on NC 88 to a multilane facility from NC
194 to US 221 Business in the Town of Jefferson.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPDRTATIGN FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTALAIULYSIS - 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBS/TE: NCOOi. GOV RALEIGH, NC 278 7 0-4 328
RAlE1GM NC 27899-1599

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Proiect Schedule
The project is currently scheduled to let December 20, 2011 with a Review date of
November 1, 2011.
Summary of Impacts
Construction of the proposed project will necessitate impacts to jurisdictional waters.
Table 1 shows the impacts associated with this protect.
Table 1- U-3812 Summary of Impacts
Permanent Temporary Permanent Temporary
Wetland Surface Surface Water
Wetland (ac)
ac Water ac
Totals 0.19 0.0 623 0.01
Summary of Utility Impacts:
There are no impacts to jurisdictional resources due to utility relocations on U-3812.
Summazy of Miti¢ation:
This project has been designed to avoid and minimize unpacts to jurisdictional azeas
throughout the National Environmental Policy Act (NEPA) and design processes.
However, project impacts will necessitate compensatory mitigation for the unavoidable
impacts. Detailed descriptions of these actions are presented in the mitigation portion of
this application. The EEP will provide compensatory mitigation for 623 feet of stream
and 0.19 acre of wetland impacts.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was completed by the NCDOT in compliance with
the NEPA. The EA explains the purpose and need for the protect, provides a description
of the alternatives considered and chazacterizes the social, economiq and environmental
effects. After the approval of the EA (August 8, 2007) and Finding of No Significant
Impact (FONSn (August 20, 2008) a Right of Way Consultation was completed on
September 11, 2009. Copies of approved documents were provided to regulatory review
agencies involved in the approval process. Additional copies will be provided upon
request.
INDEPENDENT UTILITY
The subject project is m compliance with 23 CFR Section 771.111(f) which lists the
Federal Highway Administration (FHWA) chazactenstics 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 unprovements are made m the area; and
(3) The project does not restnct consideration of alternatives for other reasonable
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foreseeable transportation improvements.
ALTERNATIVES CONSIDERED
NCDOT considered four build altemaUves. Those four build alternatives aze listed below
Alternative 1: 3-lane shoulder section widening (entire protect)
Alternative 2: 3-lane shoulder section (rural portion) and 3 lane curb and gutter section
widening (urban project)
Alternative 3: 3-lane shoulder section (rural portion) and 5-lane curb and gutter section
widening (urban portion)
Alternative 4: Safety improvements alternative
The NCDOT selected Alternative 4 as the preferred alternative. Alternative 4 impacts
fewer residences and businesses, causes less disruption to the community, impacts fewer
jurisdictional azeas, and has the least impact to the Section 4(f) resource, the Benjamin
Neal House.
RESOURCE STATUS
The proposed project is in the New River Basin, Hydrologic Unit 05050001. In August
2002 biologist from Stantec conducted wetland and stream determinations within U-3812
using the field delineation method outlined in the 1987 Corps of Engineers Wetland
Delineation Manual. Jean Manuele of the USACE verified the delineations August 27,
2002. An updated verification was issued by Monte Matthews of the USACE on May 13,
2008. No designated Outstanding Resource Waters (ORW), High Quality Waters
(HQW), Water Supply I (WS-I), Water Supply II (WS-1T) or 303(d) waters occur within
1.0 mile of the protect study azea. No waters classified as trout waters by the NC Wildlife
Resources Commission will be unpacted by this protect.
IMPACTS TO WATERS OF THE US
Wetlands:
There will be a total of 0.19 acre of unpacts to wetlands from the subject protect.
Table 2- U-3812 Wetland Impacts
Permanent
Fill in Excavation Mechanized Temporary Mitigation
Site Wetlands m Wetlands Clearing (ac) Fill (ac) Regnired (ac)
ac
3 0.04 0.01 0.01 - 0.12
4 0.09 0.04 - - 0.26
Total 0.13 0.05 0.01. 0 038
Streams:
Stream impacts occur at 3 sites on this protect and total 623 feet. Table 3 lists surface
water impacts including stream name, type of structure, amount of unpacts, iingation
required, DWQ stream index number, and DWQ classification.

Takla 3 _ ii-3812 Surface Water impacts
Site Stream Name and Structure/ Permanent Mitigation Temporary DWQ DWQ
Intemuttent (I), Size Type Impacts Requued Impacts Index Class
Perennial (P), or Both (feet) (feet) (acres) number
1 UTA and UTA-1 to 24"/36" RCP 86 86 <0.01 10-2-20-1 C; Tr: +
Little Buffalo Creek
2 UTB to Little Buffalo 2 @ 60"CSP 67 67 <0.01 10-2-20-1 C; Tr: +
Creek
4 UTA and UTB to 10'x6' RCBC 470 470 0.01 10-1-32 C: +
Naked Creek
Total 623 _ 623 0.01
Site 1: The shoulder will be widened and require the extensron of the existing 36" CMP
with a 36" RCP. The pipe extension will result m 74 feet of permanent stream impacts
and less than 0.01 acre of temporary unpacts to UTA-1 to Little Buffalo Creek and 12
feet of pemtanent impacts to 1JTA to Little Buffalo Creek.
Site 2: NC 88 will be shifted to the south slightly requiring the existing two 60" CMP's
to be replaced with two 60" CSP's. The prpe replacement will result in 67 feet of
permanent impacts and less than 0.01 acre of temporary unpacts to UT-B to Little Buffalo
Creek.
Site 3: An exrstmg 24" concrete pipe will be extended wrth a 24" CSP and a preformed
scour hole will be constructed at the pipe outlet. The pipe extension and the preformed
scour hole will result to a complete take of the npanan wetland. Wetland impacts will
consist of 0.04 acre of fill, 0.01 acre of excavation, and 0.01 acre of mechanized clearing
for a total of 0.06 acre.
Site 4: A turn lane will be added rn this portion of the protect and will result in the
widening of the mad footprint. The stream designated as Naked Creek UT-A is currently
located at the base of the existing shoulder and will need to be relocated parallel to the
proposed slope stake line. The stream relocation will be planted with willow stakes or a
suitable alternative. Impacts to UT-A aze composed of 443 feet of permanent impacts
and less than 0.01 acre of temporary impacts. The existing 60" and 30" dual pipes on
Naked Creek UT-B will be replaced with a smgle barrel 10'x6' RCBC. The proposed
10'x6' RCBC will be buried 1 foot and include three concrete sills and four-foot long
notches will alternate between the sills creating a low flow channel mside the culvert.
Impacts to UT-B consist of 27 feet of permanent impacts and less than 0.01 of permanent
vnpacts.
FEDERALLY PROTECTED SPECIES
Plants and anunals with federal classifications of Endangered (E), Threatened ('I'),
Proposed Endangered (PE), Proposed 'T'hreatened (PT), aze protected under provisions of
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Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of
September 22, 2010, the United States Fish and Wildlife Sernce lists a total of seven
federally protected species for Ashe County. Conclusions for all species listed below aze
"No Effect" (Table 4). Mazginal habitat for swamp pink and Vuguua sprraea may exists
along the edges of streams and wetlands in the protect area. Surveys were updated June
10, 2009 and no specimens were found. Updated surveys will be conducted m 2011
dunng the appropriate survey window.
Table 4 Federally protected species listed for Ashe County.
Glyptemys mahlenbergii Bog turtle T(S/A) No Not Required
Lratns helleri Heller's blazing star T No o Effect
Hedyotis purpurea vaz. Roan Mountain bluer E No o Effect
Geum radiatum Spreading avers E No o Effect
Helonias bullata Swamp pink T Yes o Effect
Sprraea v:rginiana Virgima spiraea T Yes o Effect
Gymnoderma lineare Rock gnome lichen E No o Effect
E -Endangered
T -Threatened
T(S/A) -Threatened due to srmilarity of appearance
TROUT WATERS AND MORATORIUMS
Dunng the Concurrence Point 2 meeting, Mazla Chambers of the North Carolina Wildlife
Resources Commission (NCWRC) stated that a trout moratonum would not be required
for this project. By .copy of this letter and attachments, NCDOT hereby requests
NCWRC's review. NCDOT requests that NCWRC forwazd then comments to the Corps
of Engineers within 30 days of receipt of this application.
CULTURAL RESOURCES
Archaeolotty
An azchaeological survey was conducted to locate existing azchaeological resources in the
vtcrnrty of the protect azea and to determine if any of these sttes were potentially affected
by the project. One srte (31 Ah224/224'*) was discovered during the course of the
investigation but it did not yield azcheological deposits eligible for listing on the National
Register of Historic Places. The NCDOT concluded that no further archeological
investigations aze warranted pnor to construction and a finding of "no histonc properties
affected" is appropriate for this protect. The State Histonc Preservation Office (SHPO)
concurred with the findings and the recommendations from the Archeological Survey
Report. A copy of the letter from SHPO is included in the Environmental Assessment.
A copy of this letter rs attached wrth thrs application package.
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Histonc Architecture
The Joseph Benjamin Neal House is eligible for the National Register of Historic Places.
The proposed National Register Boundary includes the entire property parcel. Based on
the Histoncal Effects Meeting held on July 14, 2009 and an additional NCDOT meeting
on August 20, 2009, the project plans showed one potential azea where construction
activities or additional permanent easements will extend outside the of the proposed
nght-of--way on the Neal Property. The portion of the protect that may extend onto the
Neal property is m the .azea of the stream relocation where a temporary construction
easement is needed and a 30 foot wide conservation easement for mitigation credits may
be acquired. The SHPO agreed that this would result in no adverse effect assessment. A
copy of the SHPO concurrence form is included with this application.
UTILITY IMPACTS
No utility relocations will result in additional impacts to streams on U-3812.
FEMA COMPLIANCE
This prolect will have no impacts on the 100-yeaz floodplain.
INDIRECT AND CUMULATIVE EFFECTS ANALYSIS
The Indirect and .Cumulative Effects analysis was updated May 21, 2008. Potential
indirect and cumulative impacts within the Growth Impact Study Area (GISA) can be
found in the attached memorandum.
MITIGATION OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation
of all remaining, unavoidable Iurisdictional impacts: Avoidance measures were taken
during the planning and NEPA compliance stages; minimization measures were
incorporated as part of the protect design.
Avoidance•
Avoidance has been employed to the maximum extent practical. All wetland azeas not
affected by the protect will be protected from unnecessary encroachment
General avoidance measures incorporated into the project design
• No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or neaz surface waters.
• No borrow or waste azeas will be located in wetland azeas without a pemut from the
USACE.
• The prolect has been designed to avoid all impacts to Little Buffalo Creek.
• All unpacts to the pond located at Station 58+75 will be avoided
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Minimization:
Minimization has been employed in the protect azea to the maxunum extent practical.
Unnecessary wetland unpacts were reduced by the selection of alternatives that
minirmzed stream and wetland impacts.
Project Wide Minimization Measures
• The selection of Build Alternative 4
• Use of 2:1 side slopes m jurisdictional azeas.
• Strict adherence to the procedures contained m Best Management Practices for
Protection of Surface Waters, as well as NC Department of Environment and
Natural Resources (NCDENR), Division of Land Resources, Land Quality
Section's North Carolina Erosion and Sediment Control Planrang and Design
Manual will aid in avoiding and minimizing impacts to water resources and
aquatic communities.
• No Erosion control structures will be placed m waters of the U.S.
• Clearing and grubbing activities will be minmuzed to reduce unpacts to riparian
buffers.
Site specific minimization efforts that have been employed on U-3812
include:
• Site 2: The invert of one of the 60" CMPs will be buried to accommodate low
water flow and fish passage.
• Site 3: A preformed scour hole will be constructed at the outlet of the 24" prpe,
upstream of the pond. Best Management Practices will also be used during
conshuchon to protect the pond dunng construction.
• Site 4: The 10'x6' RCBC will include three concrete sills and four-foot long
notches will alternate between the sills creating a low flow channel inside the
culvert. The stream that will be relocated into a lateral base ditch will be replanted
with willows to stabilize the banks and re-establish current conditions.
Compensatory Mitigation:
The construction of the U-3812 will result in 623 feet of stream impacts and 0.19 acre of
permanent wetland impacts that will requue mttigation wtthin the New River Balm.
The NCDOT evaluated all streams on the project, including the three streams
recommended during the 4A concurrence meeting, for onsite mrtigahon following the
selection of the Least Environmentally Damaging Practical Alternative (LEDPA). The
NCDOT attempted to carry out rniUgation to the stream located between Stations 81+53
and 86+20 that runs pazallel to the widening and will need to be relocated. The NCDOT
was unable to acquire a 30 foot conservation easement from the landowner, therefore
onsrte nuUgahon cannot be conducted at this stream.
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The mitigation for 623 feet of permanent impacts to cold water streams, and 0.19 acre of
permanent impacts to wetlands wtthm HLJC 05050001 will be provrded by EEP (See
attached letter).
REGULATORY APPROVALS SUMMARY
Section 404 Permit: Application- is hereby made for a Department of the Army Section
404 Individual Pemut for the above-described activities for the proposed TIP project R-
2233A.
Section 401 Permit: Application is hereby made fora 401 Water Quality Certification to
the DWQ for the above-described activities. In compliance with Section 143-215.3D(e)
of the NCAC, we will provide $570 to act as payment for the processing of the Section
401 Pemvt. We aze providing five copies of this application to the NCDWQ.
If you have any questions or need additional information please call Mr. Brett Feulner, at
[phone]. A copy of this permit application and its distribution list will be posted
on the NCDOT website at http://www.ncdot.org/doh/preconstruct/pelneu/permit.html
~~V
1/ Gregory J. Thorpe, Ph.D., Branch Manager
Project Development and Environmental Analysis Branch
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NCDOT Pemut Application Standard Distribution List

~, APPLCATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL N0.071-0003 '-~
(33 CFR 325) E~ires December 31, 2004
The public reporting burden for Nis collection of information is estimated N average 10 hours per response, although the maforiry of appllcetions should require 5
hours or less: This indudes time for reviewing instructions, searching e>osting data sources, gaNenng and maintaining the data needed, and completing and
'reviewing the collectlon of irdormaton. Send aariments ragaMirg this burden estimate or any other aspect of this collection of informatlon, inducting wggestions for
reduang Nis burden Oo Departrnent of Defense, Washington Headquarters Semce Directorete of Informatlon Oparatlons and Reports, 1215 Jefferson Dawts
Highway, Suite 1204, Adinglon, VA 22202302; and m Ne Office of Management and Budget, Paperwork RedudWn Pro)ect (0710-0003), Washington, DC 20503.
Respondents shouldbe aware that notvriNstanding any other prowswn of law, no person shall be wb)ed to any penalty for failing m mmply with a collodion of
information if it does not display a arently valid OMB control number. Please DO NOT RETURN your Conn to either of Nose addresses. Completed applleatlons
Authorities: Rivers and Harbors Ad. Sedlon 10, 33 USC 403; Clean Water Ad, Section 404, 33 USC 1344; Manne Protection, Research, and Sanctuanes Act,
Section 103, 33 USC 1413. Pnnapal Purpose: Infortnatlon provided on Nis form will be used m evaluating Ne application for a permit Routlne Uses: This
information may be shared wiN Ne Deparbnent of Justice and other federal, state, and locel government agenaes. Submersion of requested mfortnation is
voluntary, however, if information is not prowtded, Ne permit appllartlon cannot be processed nor raft a permit be tswed.
One set of ongmal drawings or good reprodudble copies which show Ne kxxtion and character of Ne proposed activity must be attached N Nis applicetion (see
sample drewings and insWctions) and be wbmitted b Ne DisNct Engineer having funsdictlon over the locetlon of Ne proposed actlviry. An appliartlon Nat is not
mmmleted m full will he rehrmed.
ITEMS 1 THRU 4 TO BE FI LLED BY THE CORPS
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4.DATE APPLICATION COMPLETED
ITEMS BELOW TO BE FIL LED BY APPLI
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TfTLE (an agent is not required)
Gregory J. Thorpe, Ph.D., Branch Manager Not applicable
Protect Devebpment and Environmenpl Analysis
NoM Carding Departrnenl of Trensporfation
6APPLICANTS ADDRESS 9. AGENTS ADDRESS
1598 Mail Sernce Center
Raleigh, NoM Carolina 27699-1548
7 APPLICANTS PHONE NOS. W ITH AREA CODE 10. AGENTS PHONE NOS. W ITH AREA CODE
a. Residence a. Residence
b. Business 919 707.8116 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby auNonze, to ad m my behaN as my agent m Ne processing of Nis applicetion and to furnish, upon request,
wpplementalinformatlon m wpport of Nrs permit appliartion.
APPLICANT=S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE(see rnsWCtions)
U-3812Safery improvements to NC 88
13. NAME OF WATERBODY, IF KNOWN (if appliarble) 14. PROJECT STREET ADDRESS (ifappliceble)
Trtbutanes to Ne New River ~
LOCATION OF PROJECT
Aahe NC
COUNTIES STATE
18. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see mstructlons)
Too many m list here, lease sae attadied mver letter
17 DIRECTIONS TO THE SITE
See Ne attached permit dreMnngs and haH s¢e plan sheets.
18. NaWre of Activity (Desrnption of protect, mdude all features)
Safety Improvements to NC 88
19. Protect Purpose (Describe the reason or purpose o/the protect, see instructions)
The purpose of Na protect is m improve safety along NC BB
USE BLOCKS 20.221E DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED

.. 20. Reason(s)for Discharge .. .. - - ..._ ._ ....;;~,~:_. _:,_ -~::.:_ . ~ _ ._.~....:..
Wide4frng of new highway that impacts severe) tunsdictional waters of the US
21. Type(s) of Matenal Bang Discharged and the Amount of Eaoh Type in Cubic VaMs
See the attached permit dravnngs.
22. Surface Area m Acres of Wetlands or Other Waters Filled (see msWCdons)
See impact summaryfable m the atached permit drewings.
23. Is Any Portion of the Work Already Complete? YES_ NO _x IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjamng Property Owners, Lessees, Etc., Whose Properly Adjoins the W aterbody (If more than cen be entered here, please atlach a
supplemental list).
Please see affected adjacent landowner table m the attached permit drawings.
25. List of Otlrer Certifications or ApprovalslDenials Received from otlrer Federel, State, or Local Agenaes for Work Described m This Applicetion.
Agenq Type approval' IdentiNcation number Date appllad Date approved Date Denied
'W oukl indude but is not restncted to zoning, building, and flood plain permits.
26. Appliaation is hereby made for a permit or permits to author¢e the work described m this application. I certify that the information is this applicetlon ~ mmplete
and aceurete. I further certify Ural I possess the authodty to undertake the wo esaibed herein or am acting as the duty autlionzed agent of the applicenL
~, e fc~ ~ rn ~ Phi ~ QZail
SI E OF APPLICANT DATE SIC~,NATURE OF AGENT DATE
The applicetion must be signed by the person who dearer fo undertake the proposed activity (applicent) or it may be signed by a duly auNonzed agent if the
statement m block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that Whoever, in any manor within the iunsdiction of any department a agenry of the United States knovnngly and wiltlulty
falsifies, conceals, or rovers up any tndc, scheme, or disgwses a matenal factor makes any false, flctltlous, or fraudulent statements or representations ormakes or
uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statements of entry, shall be fines not more than 510,000 or
impnsoned not more Ulan five years or both.

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Apri121, 2011
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpc:
Subject: EEP Mitigation Acceptance Letter.
U-3812, Jefferson - NC 88 Widening from NC 194 to US 221 Business, Ashe County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will pmvtde the
compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by
you on Apri120, 2011, the impacts are located in CU 05050001 of the New River Basin in the Northam Mountains
(NM) Eco-Region, end are as follows:
New Stream Wetlands Buffer (Sq. Ft.)
05050001 Non- Coastal
NM Cold Cool Warm Riparian ~ Marsh Tune 1 Zune2
~~~ 623 0 0 0.13 0.06 0 0 0
feet/acres
Mitigation Units 1,24ti 0 0 0.38 0 0 0 0
(Credits-up to 2:1)
This mitigation acceptance letter replaces the mitigation acceptance letter issued on March 1, 2011.
In accordance with the dirxtive from the February 8, 2011 IRT meeting, non-riparian wetland impacts located in the
mountains and piedmont areas of North Carolina will be accepted as requested but mitigated utilizing riparian
wetland ntitigetion credits. EEP commits to unplementing sufficient compensatory stream end riparian wetland
mitigation credits to offset the impacts assocrated with this project in accordance with the N.C. Departmem of
Environment and Natural Resources' Ecosystem Enhaneement Program ht-Lieu Fee Instrument dated July 28, 2010.
If the above referenced impact amounts are revised, then this mitigation acceptance lener wffi no longer be valid and
anew mitigation acceptance letter will tie required firom EEP.
1929.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
Sincerely, ~j~' _ '_f/- - - -~1~-
V
Wi ' .Gilmore, P.E.
EE ctor
cc: Mr. Monte Matthews, USACE -Raleigh Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wefiandsl401 Uni[
File: U-3812 Revised
Restori,~... Fsti6ia.~tu;~t9... Proti~cti~ Out- Statt.

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Cenler, Raleigh, NC 27699-1652 ! 979-715-0476 / www.nceep.net

`~1Hi13%200~ 13:16 STRTE fiRCHREOLOGY DEPT i 97151522 1J0.238 G~ ~
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°*- U-38 r 2
North Carolina Department oiCultural Resources
State Aiatoric PreaarvaNon Qi[fioe
David L S. Brook, Admieimator
Michael E. Fa4ky, Governor
t.isbeslt C. Evalta, Stxrt'ttuy
j>:,ly lo, tool
lx~rot~ruvnUM
To: Thontas.Patlgett
NCDOT
Fzom: David Brook
Deputy Snte Historic Presemtion Offices
Division ofArohives sad History
Jet&ey J. Crow, Director
Re: NC 88 fiom US 22] Business m NC ]94, U-3812, Ashe Colmty, ER O1-71:65
Thank you for goer lerrer of May 21, 2001, tanstnittirlg the archaeological survey report by Paul
Mohler, Megan O'Connel, and Brian Overton concernng the above project.
Dumg the coluse of the survey one archaeological sloe 3]AH22S/224+°', eras locaoed mithia the
pmjeet area. The authors zecotimread additional testing at the siro, if conatruchoa staging s ro take
place outstde of the proposed arra of poteattal effect.
'Within the current ptolect area no significant cultural deposits mere locaoed, and t1o addirional
archaeological. molt is rewtnrotmded. We concur with rheae recommendations, since the pm)ect
mill not affect signilicanc archaeological msoucces.
The about cotnments art taade pursuant to Section 106 of the Natiotral Historic Presemdon Act
tpld t~G Adrn90ry Council CT7 Historic Irzesesvattotl 8 Reguladotu for Compliance with Section IOG-
codified nt 3G CFR Part 800-
Tkwak you for your cooperation and considerat7on. If you have questions concerning die above
comment, contact Renee Gledhill-Fsdey, Emimtunend Review Cootdinaroz, at 919/733-~F763,
pB:kgc
cc: William Gilmore, NCDOT
john Wadsworth, FHwA
be Clsggett/Ha8 (2)~~-
County
Reading
[Hatton Mailtag Addra4 TekphoadFa:
Adm)olslraNoa 897 N. Bount 51, Ralclgh. NC 4617 Mail Serrla Center, Rplel~l 27099-4017 (919) 7371767-•777.8633
Reelprtttiop 318 N. Bount SA Rakiall , NC 4613 Moil Sorvia Confer, RolasA 17699-4613 (010)737-65<7.715.4a01
Sorwy & Dlanpi~ SIS N. Blount SL Ralciah. NC 4618 Moil Scrvia Carter. Raleigh 27tfl9-0618 (919)737767 e71S~601

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F~t~.mr-ad #_ srg-as(2) r~~~U~-3812' corrn~: Ashe
CO*iE:UI~Ri~'~ICE FORM FUIt ASSESSivIl;N[' fkF F.FFEC'PS;
Prti,~ect Descriprrans_Wid~en'NC $$ from t!S 221 Rusiness`ta NE 194'
fin Jutte:27, 2006 teprtsetttaives bf the "
X IJprth EaroliiasDepart>aient af'ITansportanot (NCDQj~ ,
X Federal Highway Administration f PHWJs)
?t '~trrh CarulieA'Sfatc Hzstflrc`C preservatinnOffice {HFUl ,
... ,.
`^ Other
Rcatewe~'the subject prdjeet and agreed.
^ ~'}~es•e are np effeetsortt3te National Re:g?stu-listed,~roperty;propeities l~
tlac project's~aof potential effect and.listed on the reversir.
^ Tlierearetioefl'ectsbn'theNat{curalRegisttx'=e{igibteptuperty~propertie~
^'.
"i'here is an efect on the'National''Re};later-eTia'ble<property'tpropertiES Icirattd witfiia the
pmJed'sarcaofpatetitialeffzet. The,property/pmtSerties.andeffeet(g}arelistedon.tlie
_.
reverse:.
.::._ /"

----
:7
federal afd #: STp- 88(2) TYP#: U-38:12 C'nuray: A§te
Erefpert2cs;within the area of ptrietttial effect krr which there isno effect.. Indicate ,`' propert~"~is
Nattottnl Register-lsied fNR) of t3eterntiited eli~ihie'{[}E);

bit~sj.whp the et'foel is.nta=
~,~r~~.r
~~~~

Subi ect: FINAL Minutes of the Interagency Hydraulic Design Review (4b) Meeting on January 14, 2009 for
U-3812, Ashe County
Participants: Team Members:
Randy Henegaz, NCDOT Hydraulics (present)
Monte Matthews, USACE (present)
Amy Euliss, NCDWQ (present)
Mazla Chambers, NCWRC (present)
Mazella Buncick, USFWS (present)
Kathy Matthews, EPA (not present)
Jimmy Goodnight, NCDOT Roadway (present)
Donnie Brew, FHWA (present)
Mack Bailey, NCDOT Structures (not present)
Rachelle Beauregazd, NCDOT NEU (not present)
Trent Beaver, NCDOT Division I1 (speaker phone)
David Harris, NCDOT REU (not present)
Linwood Stone, NCDOT PDEA (not present)
Other Attendees
Chris Militscher, EPA
Tom Bums, NCDOT Roadway
Amy Simes, DENR
Andre Davenport, NCDOT Stmctures
Paul Fisher, NCDOT Hydraulics
Carla Dagnino, NCDOT PDEA
Brett Feulner, NCDOT NEU
Shawn Harris, NCDOT Hydraulics
Eugene Tazascio, NCDOT PDEA
Randy Henegaz opened with a brief description of the project. He commented that throughout the project
-- -
every effort will lie-made to protect water quality through Best Management Practices. Mr. Henegaz then
proceeded to go through the plans sheet by sheet addressing the impacted streams and wetland sites. Mr. Trent
Beaver was on the speaker phone during the entire length of this meeting.
Items discussed are summarized as follows:
1. Plan Sheet 4 There aze four (4) jurisdictional streams on this sheet. Little Buffalo Creek is a perennial
trout stream. This project avoids any impacts on Little Buffalo Creek Little Buffalo UT-B is a perennial
stream that crosses the -L- line with 2- 60" CMP's. The proposed road alignment will be shifted slightly
and NCDOT proposes dual RCP's to replace these pipes. The inverts will be offset vertically to
accommodate low flows through a single pipe. The lower pipe will also be buried for fish passage. The
existing 36" CMP draining Little Buffalo UT-A and UT-Al will be extended to meet the wider shoulder.
The NCDOT Hydraulics Unit will look at the best way for the flow from Little Buffalo UT-Al to make the
sharp turn into the 36" pipe.
2. Plan Sheets 4-7• The portion of the project between -L- Sta. 15+00 to 49+50 is designated as re-surfacing
only There will be no impacts to any streams or wetlands between these stations.
3 Plan Sheet 7 The wetlands near -L- Sta. 59+00 (Right) will be a comnlr_te take. NCDOT proposes adding
a junction box to the outlet of the existing 24" RCP and extending the pipe to the proposed toe of fill. The

pipe outlet will be protected with rip rap. The pond will not be a surface water impact. NCDOT will use
Best Management Practices to protect the pond during constructron.
4. Plan Sheet 8 There aze no jurisdictional streams or wetlands impacted by the project on this sheet.
Plan Sheet 9~ The stream designated as Naked-Creek iTT-A will be relocated parallel to the slope stake
line. The ditch will not be rip rap lined. This design minimizes the disturbance to the historical property
This azea can be planted with willow stakes or a suitable altemahve. The adjoining wetlands will be a
complete take. The exsting 60" and 30" dual pipes neaz -L- Sta: 86+15 and on Naked Creek UT-B will be
replaced with dual concrete pipes. The pipes will be offset vertically to channel low flows through a single
pipe. The lower pipe will be buried accordingly
6. Plan Sheet 9• Geotech will locate and remove any existing underground gas tanks neaz -L- Sta. 88+00
(left) according to their standazd procedures.

Subiect: FINAL Minutes of the Interagency Hydraulic Design Review (4c) Meeting on September 22, 2010
for U-3812, Ashe County
Participants: Team Members:
Randy Henegaz, NCDOTHydmulics-(present)
Monte Matthews, USACE (present)
Amy Euliss, NCDWQ (present)
Mazla Chambers, NCWRC (present)
Mazella Buncick, USFWS (speaker phone)
Chris Militscher, EPA (not present)
Jimmy Goodnight, NCDOT Roadway (present)
Donnie Brew, FHWA (present)
Mack Bailey, NCDOT Structures (not present)
Rachelle Beauregazd, NCDOT NEU (not present)
Trent Beaver, NCDOT Division 11 (not present)
David Harris, NCDOT REU (not present)
Linwood Stone, NCDOT PDEA (not present)
Other Attendees
Andre Davenport, NCDOT Structures
Brett Feulner, NCDOT NEU
Michael Turchey, NCDOT NEU
Paul Fisher, NCDOT Hydraulics
Shawn Harris, NCDOT Hydraulics
Jeremy Goodwin, NCDOT REU
Randy Henegaz opened with a brief description of the project. Mr. Henegaz then proceeded to go through the
permit plans site by site addressing the impacted streams and wetlands. Ms. Mazella Buncick was on the
speaker phone during the entire length of this meeting.
Items discussed aze summazized as follows:
1. Site 1: There were no comments on this site which would trigger any changes to the permit drawings.
2. Site 2: Mazla Chambers commented that it might be possible to remove some length of the existing 2 @
60" CMP's at the outlet end to obtain some stream mitigation credit. Randy Henegaz responded,that there
might be some issues in doing so, but that Hydraulics would take another look at the possibility
Fallow-Un: ,Hydraulics looked at the depth of cut and found that the excavation would take out the
adjacent driveway Relocating the driveway would be expensive because a new driveway bridge would
also be required.
3' Site 3: The wetlands at this site will be a complete take, as decided in the 4b Meeting. The preformed
scour hole was added after the decision to do a take on the wetlands. The pond will not be a surface water
rmpact. NCDOT will use Best Management Practices to protect the pond during construction.
4. Site 4: Mazella Buncick was concerned that the 1' of bury material in the box culvert would be in leopazdy
from scour where the storm drainage tied into the culvert. Andre Davenport and the Hydraulics
representatives agreed that a concrete sill should be mstalled at the downstream end of the culvert beyond
the point where the storm drainage ties to the box culvert. Discussion ensued as to whether alternating

baffles would be appropriate msrde the box culvert.
Structures has agreed to install a total of three (3) concrete sills. One sill will beat the rnlet,
one at the outlet and one halfway through the culvert. Four-foot long notches will alternate between the
sills creating a low flow channel mside the culvert.
5 Site 4: Amy Euliss commented that rt would be better to dischazge the storm drainage from the roadway
into a ditch rnstead of dischazging directly into the culvert, if possible. Paul Fisher responded that this was
done on the north side of the project, but that there were no appropriate discharge points on the south side
of the road.
6. Site 4: Randy Henegaz pointed out that NCDOT had plans to plantwillows in the lateral base ditch on the
historical property This would help stabilize the banks and help re-establish current conditions. Monte
Matthews will check to see if stream mitigation credit can be obtained by doing this.

To: Gene Tarascio, PE, PDEA
From: Steve Ggrganus, AICP, HEU
Re: Memo update of ICE analysis for U-3812 Ashe
IJate: 21 May 2b08
Executive Summary
This memo is an update of the Indirect and Cumulative Effects anaysis for U-
3812 Ashe which was previously submitted as part of the Community Impact
Assessment prepared by Parsons Brinckerhoff for the protect in May 2002.
It will evaluate tine scope of the protect, change in accessibility, population and
growth trends, vrater and sewer serwce, public policy, development regulations,
market conditions and notable natural environmental features.
In summary, the, scope of this protect is limited mostly to existing location with a
purpose and need relating to safety improvements and system linkage. There
will be no change inaccessibility, and no access to areas that do not have
existing access. Travel time savings will be minimal.
While retirement and second home development is increasing in Ashe County,
forecasted population growth is very low and forecasted fob growth is low to
:~oderate.
The area just northwest of downtown Jefferson is identified as an area for
industrial growth by,fefferson officials, but that area is already easily accessed
via Northwest Drroe, off of NC 88. Land supply is relatively abundant, but the
mountainous terrain would constrain large scale protects outside of this area to
some extent. Water and sewer availability is~ available along NC 88 west of
Jefferson to McFarland Publishing, as well aS in the Town of West Jefferson,
slightly less than one mile south of NC 88 anal accessible via NC 94 and also
Doggett Road. The West Jefferson wastewater treatment facility is located on
v~ca~rYa~dr LJ~Iwc ~/~~ Jf a+vt, lc!~ Ylvu~ . v~:n V: u~o fii .ilc~.a.
The overall market for development is moderate, mostly represented by.
increased second home and retirement developments . Other recent growth
includes stores and services associated with,home construction and '
improvement. The preferred alternative will :greatly limit relocations; nonetheless
market pressures are not sufficient to result in wholesale redevelopment, whether
commercially or~residentially, along the NC 88 corridor in the foreseeable future.

Public policy is less stringent in general, with an absence of land use or
comprehensive plans in Jefferson or West Jefferson. West Jefferson reported
that the town had initiated a process to develop a land use plan, but the draft is in
the preliminary stages.
Notable natural features in the area include the 303(d) impaired stream listing for
Little Buffalo Creek and the popular Mount.Jefferson State Park.
Findings & Condusions
Indirect Effects
In conclusion, there are spine upward grovYth trends in the ICE study area for U-
3612, primarily in the form of second home development and a limited amount of
increased industnal development in Jefferson. Jefferson and West Jefferson
encourage new development due to recent plant closings and job losses with a
lenient public policy environment. There is a moderate supply of developable
land adjacent to the project, but terrain serves as a constraint in this mountainous
community. A 303(d) listed impaired Trout stream is adjacent to the protect. Job
growth is forecast to be moderate. However, population growth is forecast to be
quite low. Most importantly, the limited scope of this protect which is primarily
restricted to existing location, and very limited travel time savings, will greatly
inhibit change in land use. effects associated with this protect. Therefore, indirect
effects will be very minor such that the threat to downstream water quality will be
minimal.
Cumulative Effeds
Cumulatively, direct protect impacts associated with this project are being
avoided, minimized, or mitigated, consistent with programmatic agreements with
natural resource and permitting agencies.:Indirect effects in the form of change
in land use or new growth will be minimal. Therefore, cumulative effects
assocated with this project will be very low.
Indirect & Cumulative Effects Analysis & Uadate
Project Scope
The protect will widen approximately 1.6 miles of NC 88 from NC 194 to US 221
in the town of Jefferson. The widening is limited to adding a shoulder section on
mostly existing location from NC 194 to Lawson Lane lust outside of downtown
Jefferson, NC (rural portion), acrd incorporating a 3-lane curb and yut;ar sector
from Lawson Lane to East Main Street in downtown Jefferson (urban section). At
the request of the Town df Jefferson, NCDOT is currently evaluating extending
the 3-lane section a few hundred feet further away from the center of town. The .
minor realignment of the intersection of NC 88 and NC 94 will be on new
location, as will be the straightening of an "S" curve on the protect,
Purpose & Need
2

The purpose and need of the protect is to improve safety on NC 88, and approve
system linkage from NC 194 to the existing multilane section in the Town of
Jefferson.
ICE & Demographic Study Area
The ICE & Demographic Study Area (DSA) for this protect is comprised of US
Census Tract (CT) 9704, Block Group (BG) 3, and Census Tract 9705, Block
Group 2 CT 9704, BG 3 encompasses the western terminus of the protect at
NC 194 south of NC 88, and the eastern half of West Jefferson. CT 9705, BG 2
encompasses the area north of NC 88 from NC 1'94 and east to include the
western half of Jefferson. '
Other Transportation and Infrastructure Projects in 4he Area
R-2915 is the only other notable transportation project f~rogrammed and
foreseeable in the area. R-2915: is the widening of US 221 from US 421 ip
Watauga County, to NC 88 in Jefferson. The two southern-most sections of the
protect from US 421 to north of the South Fork of. the New River -- south of West
Jefferson -- are funded for construction starting in 2013. The more northern ,
sections are unfunded, but environmental studies are underway. The funding
and construction of the rarthern portions are not sufficiently foreseeable to be
considered in this analyses.
Neither West Jefferson rar Jefferson appear to have any murncipai infrastructure
protects such as water and sewer underway or planned.
Time Horizon
The time horizon for the protect extends to 2030, based on population projections
for the area by the NC Slate Data Center at the Office of State Budget and '
Management.
Transportation Impact Causing Activity
Limited travel time savings of less than one minute is the transportation impact
causing activity for this protect. A transportation causing activity is the factor
assoaated with a protect that can result in a transportation related indirect effect
in the form of change in land use. Travel time sarongs of less than five minutes
are generally considered much less likely to result in an indirect effect.
Pooulation & Housin
US CensuslD 1990
o ulation 2000
o ulation Change % Change
CT 9704, BG 3 615 709 94
CT 9705, BG 2 1063 974- -89
DSA 1678 1683. 5 .003%
While US Census data irxiicates virtually no growth in the more focused study
area for this report as compared'to the larger DSA as reported in the 2002 CIA,
3

housing data nonetheless indicated a 15% increase in new dwellings. This
anomaly may relate to an increase in seasonal housing but could not be
confirmed by local planners.
The county population for Ashe increased by 3569 persons between 1990 and
July, 2006, for a growth rate of 1 % -- compared to a growth rate for the state of
North Carolina of 21.3%. The county is projected to grow from 25,778 in July
2006 to 29,684 in July 2029, for a total of 5,207 persons, for a growth rate of
0.8%.
Economic GrowtbTrends
North Carolina Comprehensive Economic Data (CEDs) studies indicate lob
growth forecast at t.6% for the period 2006 to 2016 for the northwest region of
North Carolina. The reports set goals for irrrprowng water and sewer
infrastructure in West Jefferson and Jefferson, but local planners reported no
specific expansion plans at the time of this report. '
Water & Sewer
Water and sewer is available along NC 88 west of Jefferson to McFarland
Publishing, as well as in the Town of West Jefferson, slightly less than one mile
south of NC 88, and accessible via NC 94 and Doggett Road. The West
Jefferson wastewater treatment facility is located on Clearwater Drive off of
Doggett Road south of the protect. West Jefferson's water source is individual
and municipal wells. Jefferson's water source is unknown at the time of this
memo, but is also thought to be wells. Both Jefferson and West Jefferson
reported limited water distribution facilities..According to CEDs reports; West
Jefferson has 25%or more remaining capacity. Jefferson is currently at 92%
capacity. Expansion plans could not be determined at the time of this report.
Sewer service is:limited to only 1152 of the county's almost 26,000 residents.
Notable Features
Notable natural features in the area include the NC Division of Water Quality
303(d) impaired stream listing for Little Buffalo Creek, a Class C Trout stream
which parallels NC 88 from NC 194 to Doggett Road. According to GIS data,
however, the stream may be delisted if new regulatory controls are successful.
The popular Mount Jefferson State Park is located east of West Jefferson and
south of Jefferson, just east of US 221 bypass.
Development Regulations
According to local planners, neither Jefferson, West Jefferson, nor Ashe County
have comprehensive or current land use planning in place. However, both
Jefferson and W'estJefferson reported having zoning. West Jefferson planners
indicated that a draft comprehensive plan was being developed. Neither
Jefferson nor W2stJefferson have'Extra-Territorial Jurisdictions. Jefferson's
town limits on thi; west side of town extend io near Ashley Farm Road, lust east
of Hickory Hills Road.
4

Market for Development
Land is abundant in this area, but mountainous terrain can limit location and
prolect scope. An area in northwest Jefferson has been identified for increased
industrial development, but no new projects are being planned at present. The
preferred alternative will greatly limit relocations; nonetheless market pressures
are not sufficierr<to result in wholesale redevelopment, whether commercially or
residentially, along the NC 88 corridor in the foreseeable future.
The Jefferson town manager referenced the new Hickory Hills subdivision being
developed west of Jefferson off of NC 88. She indicated that Jefferson would
likely extend water and sewer to service this development.
Development pressures are otherwise low, although second home.development
continues in various locations in the county. Existing and new development has
resulted in support services, stores, and:shopping centers, such as the new
Lowe's Home Improvement and Wal-Mart stores on US 221 bypass between
West Jefferson and Jefferson
Findings & Conclusions
Indirect Effects
In conclusion, there are some upward growth trends, primarily in the form of
second home development and a limited amount of increased industrial
development in Jefferson which are encouraged by a lernent public policy
environment. There is a moderate supply of developable land adjacent to the
prolect, but terrain serves as a constraint in this mountainous community. A
303(d) listed impairr;d Trout stream is adjacent to the prolect. Job growth is
forecast to be moderate. However, population growth is forecast to be quite low.
Most importanty, the limited scope of this prolect which is primarily restricted to
existing location, and very limited travel lime savings, will greatly inhibit change in
land use effects associated with this project. Therefore, indirect effects will be
very minor such that the threat to downstream water quality will be~very limited.
Cumulative Effects
Cumulatively, direct;prolect impacts associated with this prolect are being
avoided, minim¢ed,:or mitigated, consistent with programmatic agreements with
natural resource and permitting agencies. indirect effects rn th~.forn of change
in land use, or new growth, will be very mirnmal. Therefore, cumulative effects
associated with this.prolect will be very low.
5

4
STORMWATER MANAGEMENT PLAN
Project: 34977.2.2.1
T]P No. U-3812
County Ashe
Date: 11/17/2010
Hydraulics Project Manager Randy Henegaz, P.E.
ROADWAY DESCRIPTION
The U-3812 project consists of roadway improvements to NC 88 (West Main Street) in
Ashe County The total project length is 1:477 miles. The project creates impacts to
Little Buffalo Creek UT and Naked Creek UT, which aze located in the New River Basin.
The project draznage systems consist of grated inlets with associated pipe systems, and
preformed scour holes at the pipe outlets where possible.
Junsdiction Streams: Little Buffalo Creek UT and Naked Creek UT
ENVII20NMENTAL DESCRIPTION
The project is located witlnn the New River Basin m Ashe County There are four
wetland or surface water sites that will be impacted by the proposed project. Impacts
have been minimized by using preformed scour holes at the pipe outlets and reducing the
roadway approach work to rmnimize fill slopes encroachment_into the wetlands. _.. _ . __ _.__ _,_ __ ,.. _._
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMP's) is to prevent degradation of the
states surface waters by the. location, construction and operation of the highway system.
The BMPs aze activities, practices and procedures taken to prevent or reduce stormwater
pollution. The BMP measures used on this project to reduce stormwater impacts are:
• Project scope was revised dunng the Merger Process to minimize footprint and
impacts.
• Rip rap preformed scour hole placed at pipe outlets, where possible.
• Box Culvert will be buried 1' for natural bottom.
• NCDOT has agreed to plant willows in the lateral base ditch on the historical
property

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C011lTRACT: 34977.2.2.1 TIP PROJECT: U-3812 ~~
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