20081381 Ver 1_Application_20080910

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.10 DEPARTMENT OF TRANSPORTATION ?vCH

MICHAEL F EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
September 2, 2008
U S Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
STATE OF NORTH CAROLINA
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0813SY
ATTENTION Mr Monte Matthews
NCDOT Coordinator
SUBJECT Application for Nationwide Permits 13,14 and Section 401
Water Quality Certification for the widening of US 421 (King
Street) from US 321 to East of NC 194 in Boone, Watauga County
Federal Project No NHF-421(31), State Project No 8 1751601,
NCDOT Division 11, TIP No U-4020 $570 00 Debit WBS
Element 35015 1 1
Dear Sir
The North Carolina Department of Transportation (NCDOT) proposes improvements to
US 421 (King Street) from US 321 to East of NC 194 in Boone, Watauga County
The NCDOT proposes to widen US 421 to a multi-lane divided facility from NC 194
(Jefferson Avenue) to US 321 (Hardin Street) The NCDOT will also improve the
intersections at the following roads intersecting US 421 (King Street) Grove Street, NC
194 (Jefferson Avenue), New Market Boulevard, US 221/NC 105, and US 321 (Hardin
Street) The total length of the project is approximately 12 mile long
A large portion of the traffic within the project corridor is attempting to make connections
to either US 321, US 221, or NC 194 Both US 321 and US 221 intersect US 421 as five-
lane facilities US 421, east of the project corridor is also a five-lane facility US 421
(King Street) currently operates at a level of service (LOS) D from NC 194 to US 221/NC
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW DOH DOT STATE NC US
LOCATION
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604

105 and at LOS F from US 22I NC 105 to US 321 The LOS will decrease to F
throughout the length of the project if no improvements are made
There will be a total of 202 feet of permanent impacts to three jurisdictional streams on
this project There are no wetlands in the project study area Please find enclosed a copy
of the preconstruction notification, Ecosystem Enhancement Program (EEP) mitigation
acceptance letter, permit drawings, roadway design plans and Rapanos jurisdictional
determination forms for the subject project
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by the NCDOT in compliance with
the National Environmental Policy Act (NEPA) The EA was approved on November 16,
2006 A Finding of No Significant Impact (FONSI) was approved on September 17,
2007 The EA explains the purpose and need for the project, provides a complete
description of the alternatives considered, and characterizes the social, economic and
environmental effects After the EA was approved, it was circulated to the federal and
local agencies Copies of the EA and FONSI have been provided to regulatory review
agencies involved in the approval process Additional copies will be provided upon
request
IMPACTS TO WATERS OF THE UNITED STATES
General Description- The project is located in the New River Basin within HUC
05050001 There are three jurisdictional water resources within the project area for U-
4020 These are Hardin Creek, UTl and UT 2 to Hardin Creek The North Carolina
Department of Environment and Natural Resources classifies Hardin Creek and its
tributary as "C+" The DWQ Index number for this portion of Hardin Creek and the UTs
is 10-1-5 Hardin Creek is a perennial stream with an average baseflow width of 6 feet
and an average depth of 1 foot UT1 is a perennial stream with an average baseflow
width of 3 feet, with an average depth of 2 - 6 inches UT 2 to Hardin Creek is a
perennial stream and has an average baseflow width of 1 foot and an average depth of 2 -
6 inches
Jurisdictional Delineations All streams were deemed to be perennial and jurisdictional
during a site visit by NCDOT staff on February 21, 2006 There are no jurisdictional
wetlands in the project study area
Permanent Impacts Permanent stream impacts for this project total 202 feet
• Site 1 located at station -L-51+90 RT There will be 121 linear feet of permanent
impacts to UT1 to Hardin Creek due to the replacement and lengthening of the
existing pipe and realignment of the stream The current 48-foot pipe, with a 36-inch
diameter will be removed and replaced with a 48-inch pipe approximately 64 feet
long An additional 57 feet of Class 1 np rap will be placed in the newly aligned
Page 2 of 5
stream channel to improve hydraulic conveyance of the stream into the pipe (Sheet 6
of 8)
• Site 2• located at station -L-68+88 RT There will be two types of impacts at Site 2
culvert extension and bank stabilization There will be 46 linear feet of permanent
stream impacts to Hardin Creek and UT 2 where it ties into Hardin Creek at the
current headwall, due to the extension of a culvert The current 3 barrel (5'x5')
culvert for Hardin Creek and the 60-inch pipe carrying UT 2 will be connected to a 2
barrel (10' x6') box culvert This extension will account for 34 feet of permanent
impact to Hardin Creek and 12 feet of permanent impact to UT 2 On the southeast
side of Hardin Creek, a block wall will be removed and replaced with Class 1 np rap
(Sheet 7 of 8) This will account for an additional 35 feet of permanent impacts
downstream of the culvert due to bank stabilization
Temporary Impacts Temporary impacts for this project total 0 02 acres
• Site 1 located at station -L-51+90 RT There will be 0 01 acre of temporary impacts
on the upstream side of UT 1 to Hardin Creek due to temporary dewatenng during
pipe installation (Sheet 6 of 8)
• Site 2 located at station -L-68+88 RT There will be 0 01 acre of temporary impacts
on the downstream side of Hardin Creek and UT 2 to Hardin Creek due to stream
management during the culvert extension (Sheet 7 Of 8)
Utility Impacts There will be <0 01 acre of impact due to the relocation of an 8-inch
sewer line The current 8-inch line sits on the stream bed and must be moved to
accommodate the widening roadway The new line will be relocated and placed in the
same fashion as the existing sewer line (Permit Utility Drawing Sheets 1 - 3)
Project Schedule This project has a proposed let date of April 21, 2009. The review
date for this project is March 3, 2009.
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 January 31, 2008,
the United States Fish and Wildlife Service (USFWS) lists eight federally protected
species for Watauga County Table 1 lists the species, their status and biological
conclusion A biological conclusion of No Effect was rendered for all species
Page 3 of 5
Table 1. Federally Protected Species for Macon Coun
Commttm Name Scientific Name , Status ,iiltta $lrs Ih.
Bog turtle Clemmys muhlenbergai T (S/A) No habitat Not applicable
Carolina northern
flying squirrel Glaucomys sabrinus
coloratus E No habitat No Effect
Spruce-fir moss spider icohexura montivaga E No habitat No Effect
Spreading avens Geum radiatum E No habitat No Effect
Roan Mountain bluet Houstonia montana E No habitat No Effect
Heller's blazing star Liatris helleri T No habitat No Effect
Blue Ridge goldenrod Sohdago spithamaea T No habitat No Effect
Virginia big-eared bat Corynorhinus
townsendu vtr inianus E No habitat No Effect
AVOIDANCE, MINIMIZATION, AND MITIGATION
Avoidance and Minimization Avoidance examines all appropriate and practicable
possibilities of averting impacts to "Waters of the United States" 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 jurisdictional stages, minimization measures were incorporated
as part of the project design
• Best Management Practices will be followed for this project as outlined in "NCDOT's
Best Management Practices for Construction and Maintenance Activities"
• Currently piped streams will be improved to allow better hydrologic conveyance
• Design Standards for Sensitive Watersheds will be used for protection of downstream
waters
Mitigation There are 35 feet of permanent stream impacts associated with bank
stabilization for this project, which is not considered a loss of "Waters of the United
States" The remaining 167 feet of permanent impact will be mitigated by the use of EEP
(Please see attached mitigation acceptance letter date July 29, 2008) There are no
wetlands in the project area
REGULATORY APPROVALS
Section 404 Permit The use of np rap for bank stabilization to Hardin Creek is anticipated
to be authorized under a Section 404 Nationwide Permit Number 13 It is anticipated that
the additional permanent impacts to Hardin Creek, UT1 and UT2 to Hardin Creek due to
pipe extensions will be authorized under a Section 404 Nationwide Permit Number 14
Page 4 of 5
Application is hereby made for Department of the Army Nationwide Permit Numbers 13
and 14 for the above-described activities
Section 401 Certification In compliance with Section 143-215 3D(e) of the NCAC we will
provide $570 00 to act as payment for processing the Section 401 (General Certification
Numbers 3627 and 3689) permit application previously noted in this application (see
Subject line) We are providing five copies of this application to the North Carolina
Department of Environment and Natural Resources, Division of Water Quality, for their
review and approval
This project is located in a trout county, therefore comments from the North Carolina
Wildlife Resources Commission (NCWRC) will be required prior to authorization by the
Corps of Engineers By copy of this letter and attachment, NCDOT hereby requests
NCWRC review NCDOT requests that NCWRC forward their comments to the Corps of
Engineers and the NCDOT within 30 calendar days of receipt of this application
Thank you for your assistance with this project If you have any questions or need
additional information, please contact Jason Dilday at jldilday@ncdot gov or (919) 715-
5535 The application will be posted at http //207 4 62 65/PDEA/PermApps/
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Gregory J Thorpe, Ph D ,
Environmental Management Director
Project Development and Environmental Analysis Branch
w/attachment
Mr Brian Wrenn, NCDWQ (5 Copies)
Ms Marla Chambers, NCWRC
Ms Marella Buncick, USFWS
W/o attachment (see website for attachments)
Dr David Chang, P E , Hydraulics
Mr Victor Barbour, P E, Project Services Unit
Mr Mark Staley, Roadside Environmental
Mr Greg Perfetti, P E , Structure Design
Mr Michael A Pett-Rohn, P E Division 11 Engineer
Mr Heath Slaughter, Division 11 Environmental Officer
Mr Jay Bennett, P E , Roadway Design
Mr Mated Alghandour, P E, Programming and TIP
Mr Art McMillan, P E , Highway Design
Mr Ryan White, P E, PDEA Protect Planning Engineer
Mr Scott McLendon, USACE, Wilmington
Ms Beth Harmon, EEP
Mr Todd Jones, NCDOT External Audit Branch
Page 5 of 5
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 8 1 3 8 1
(11 any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" )
1. Processing
1 Check all of the approval(s) requested for this project
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested Nationwide Permits 13 &
14
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here ?
4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
Owner/Applicant Information
Name Gregory J Thorpe PhD Environmental Management Director
Mailing Address 1598 Mail Service Center
Telephone Number [phone] Fax Number [phone]
E-mail Address ildildU(iWot state nc us
2 Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant )
Name
Company Affiliation
Mailing Address
Telephone Number
E-mail Address
Fax Number
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties Both the vicinity map
and site plan must include a scale and north arrow The specific footprints of all buildings,
impervious surfaces, or other facilities must be included If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
1 Name of project Improvement of US 421 (King Street) from US 321 to East of NC 194
2 T I P Project Number or State Project Number (NCDOT Only) U-4020
3 Property Identification Number (Tax PIN) N/A
4 Location
County Watauga Nearest Town Boone
Subdivision name (include phase/lot number) N/A
Directions to site (include road numbers/names, landmarks, etc ) US 421 from US 321 to
East of NC 194
5 Site coordinates (For linear protects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody )
Decimal Degrees (6 digits minimum) 36°13'06 21" ON -81039'4108" °W
6 Property size (acres) N/A
7 Name of nearest receiving body of water Hardin Creek
8. River Basin New
(Note - this must be one of North Carolina's seventeen designated mayor river basins The
River Basin map is available at http //h2o enr state nc us/admin/maps/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application All portions of the study are have been disturbed and
manipulated by human activities in the past The immediate vicinity of the study area
consists of residential and commercial properties
10 Describe the overall project in detail, including the type of equipment to be used
Page 2 of 8
s
The proposed improvements consist of widening the existing roadway US 421(Kin Street) treet )
to a multi-lane divided facility from NC 194 (Jefferson Avenue) to US 321 (Hardin Street)
The NCDOT will also improve the intersections at the following roads intersecting US 421
Grove Steet, NC 194, New Market Boulevard, US 221/NC 105, and US 321 Standard
construction equipment such as backhoes, bulldozers cranes pavers and other heavy
machinery will be used
11 Explain the purpose of the proposed work A large portion of the traffic within the
project corridor is attempting to make connection to either US 321, US 221 or NC 194 Both US 321
and US 221 intersect US 421 as five-lane facilities US 421, east of the project corridor is also a five-
lane facility US 421 (King Street) currently operates at a level of service (LOS) D from NC 194 to US
221/NC 105 and at level of service F from US 221/NC 105 to US 321 The LOS will decrease to F
throughout the project study corridor if no improvements are made
IV. Prior Project History
If jurisdictional deterininations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn Provide photocopies of previously issued permits,
certifications or other useful information Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable) If this is a NCDOT project,
list and describe permits issued for prior segments -of the same T I P project, along with
construction schedules All streams were deemed perennial
V. Future Project Plans
Are any future permit requests anticipated for this project9 If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project Each impact must be
listed separately in the tables below (e g, culvert installation should be listed separately from
nprap dissipater pads) Be sure to indicate if an impact is temporary All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems
Wetland and stream evaluation and delineation forms should be included as appropriate
Photographs may be included at the applicant's discretion If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below If additional
space is needed for listing or description, please attach a separate sheet
Page 3 of 8
I Provide a written description of the proposed impacts
There will be 190 feet of permanent impacts to Hardin Creek and two UTs There will be
121 feet of permanent impact to UT1 (Station -L- 51+90 RT) due to the lengthening of pipe and
stream relocation There will be 81 feet of permanent impacts to Hardin Creek and UT2 At site
2 (Station -L- 68+88 RT) there will be 34 feet of impacts to Hardin Creek and 12 feet of impact
to UT 2 due to the extension of the culvert There will be 35 feet of permanent impact due to the
use of np rap for bank stabilization At site 2 there will also be <0 01 acre of impact due to the
relocation of an 8-inch sewer line
2 Individually list wetland impacts Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc For dams,
separately list impacts due to both structure and flooding
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e g , forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc) Floodplam Stream (acres)
(yes/no) (linear feet)
No wetland impacts

Total Wetland Impact (acres) 0
3 List the total acreage (estimated) of all existing wetlands on the property 0 acres
4 Individually list all intermittent and perennial stream impacts Be sure to identify temporary
impacts Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e g , cement walls, np-rap, crib
walls, gabions, etc ), excavation, ditclung/straightemng, etc If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acreage, multiply length X width. then divide by 43.560
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
I UT 1 to Hardin
Creek Permanent Perennial 3 ft 121 0 01
I UT 1 to Hardin
Creek Temporary Perennial 3 ft 10 <0 01
2 Hardin Creek Permanent Perennial 7 ft 69 001
2 UT 2 to Hardin
Creek permanent Perennial 1 ft 12 <0 01
2 Hardin Creek Temporary Perennial 6 ft 12 <0 01
Total Stream Impact (by length and acreage) 224 0 02
5 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U S ) Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage. bulkheads. etc
Open Water Impact Name of Waterbody v Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma ocean, etc ) (acres)
Page 4 of 8
No open water impacts
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U S resulting from the project
Stream Impact (acres) 0 02 ac perm , <0 01 ac temp
Wetland Impact (acres) 0
Open Water Impact (acres) 0
Total Impact to Waters of the U S (acres) 0 02 ac perm , <0 01 ac temp
Total Stream Impact (linear feet) 202 ft permanent, 22 ft temporary
7 Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet) Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE
N/A
8 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ? uplands ? stream ? wetlands
Describe the method of construction (e g, dam/embankment, excavation, installation of
draw-down valve or spillway, etc )
Proposed use or purpose of pond (e g, livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc )
Current land use in the vicinity of the pond
Size of watershed draining to pond Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible Also discuss how impacts
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts
NCDOT's Best Management Practices for the Protection of Surface Waters will be stnctlv
enforced during the construction phase of the project
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
Page 5 of 8

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed Examples of mitigation that may be appropriate and practicable include,
but are not limited to reducing the size of the project, establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams, and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http //h2o enr state nc us/ncwetlands/strmgide html
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e g , deed restrictions, conservation easement, etc), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
N/A
2 Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http //h2o enr state nc us/wrp/index htm If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet) 167 linear feet
Amount of buffer mitigation requested (square feet)
Amount of Riparian wetland mitigation requested (acres)
Amount of Non-npanan wetland mitigation requested (acres)
Amount of Coastal wetland mitigation requested-(acres)
IX. Environmental Documentation (required by DWQ)
Page 6 of 8
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2 If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)9
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ® No ?
3 If yes, has the document review been finalized by the State Clearinghouses If so, please
attach a copy of the NEPA or SEPA final approval letter Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project The applicant must also provide
justification for these impacts in Section VII above All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233
(Meuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC
2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. )? Yes ? No
2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers
* Impact Required
Zone rte,.., ,.o c o*? Multiplier
1 3 (2 for Catawba)
2 15
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel, Zone 2 extends an
additional 20 feet from the edge of Zone 1
3 If buffer mitigation is required, please discuss what type of mitigation is proposed (i e,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund) Please attach all appropriate information as identified
within 15A NCAC 2B 0242 or 0244, or 0260
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
Page 7 of 8
the property If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level Impervious surfaces will increase as a result of
this protect However, the terrain in the vicinity of the project is dominated by impervious
services in the form of parking lots and the current roadway
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules9
Yes ? No
Is this an after-the-fact permit application Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality9 Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http //h2o enr state nc us/ncwetlands If no, please provide a short narrative description
US 421(King Street) is to be improved to increase safetv and to allow better movement of traffic
through the protect corridor
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g , draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)
q' Z
AppliUntrlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Page 8 of 8
• 4
F) stem -0
PROGRAM
July 29, 2008
Mr Gregory J Thorpe, Ph D
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
RECEIVED
AUG 4 200x;
owtSI0N OF I;IGHWAYS
Pp&OFFICE OF NATUMENVIROt1MEM
U-4020, Boone - US 421 (King Street) from US 221 to US 321
(Hardin Street), Watauga County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream mitigation for the subject project
Based on the information supplied by you on July 28, 2008, the impacts are located in
CU 05050001 of the New River Basin in the Northern Mountains (NM) Eco-Region, and
are as follows
Cold Stream 167 feet
EEP commits to implementing sufficient compensatory stream mitigation to
offset the impacts associated with this project by the end of the MOA Year in which this
project is permitted, in accordance with Section X of the Amendment No 2 to the
Memorandum of Agreement between the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the U S Army
Corps of Engineers, fully executed on March 8, 2007 If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from EEP
r
;tat-e C `ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / wwwnceep net
r'G C11,3 Creek ,.,,
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APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION i BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE, FILE NAME, AND NUMBER U4020 (Widening of US 421 from US 321 to East of NC 194)
C PROJECT LOCATION AND BACKGROUND INFORMATION
State NC County/pansh/borough Watauga City Boone
Center coordinates of site (ladlong in degree decimal format) Lat 36' 13'0610 N, Long 81'39'41'° !?i!
Universal Transverse Mercator
Name of nearest waterbody Hardin Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows South Fork New River
Name of watershed or Hydrologic Unit Code (HUC) 05050001
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request
? Check if other sites (e g , offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a
different JD form
J
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
? Office (Desk) Determination Date
? Field Determination Date(s)
SECTION 11 SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There A w,rto be o ,navigable waters of the US " within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR Part 329) in
pP?.?.
the review area [Required]
Waters subject to the ebb and flow of the tide
? Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There Are "waters of the US " within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
1 Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply). i
? TNWs, including territorial seas
Q Wetlands adjacent to TNWs
® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
[l Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of junsdictional waters
E] Isolated (interstate or intrastate) waters, including isolated wetlands
b Identify (estimate) size of waters of the U S in the review area
Non-wetland waters 1200 linear feet 1-7 width (ft) and/or acres
Wetlands acres
c Limits (boundaries) of jurisdiction based on Establ&fi by OHWM:
Elevation of established OHWM (if known)
2 Non-regulated waters/wetlands (check if applicable) 3
Potentially junsdictional waters and/or wetlands were assessed within the review area and determined to be not junsdictional
Explain
Boxes checked below shall be supported by completing the appropriate sections in Section III below
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e g , typically 3 months)
' Supporting documentation is presented in Section III F
SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW, complete
Section III A 1 and Section III D 1 only, if the aquatic resource is a wetland adjacent to a TNW, complete Sections 111 A 1 and 2
and Section III D 1 , otherwise, see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent"
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)-
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i e tributaries that typically flow year-round or have continuous flow at least seasonally (e g., typically 3
months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III D 2 if the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both If the JD covers a tributary with adjacent wetlands, complete Section III B.1 for
the tributary, Section 111 B 2 for any onsite wetlands, and Section III B 3 for all wetlands adjacent to that tributary, both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions
Watershed size 1Piek?LIIs
,-
Drainage area 0"4_11.ist
Average annual rainfall inches
Average annual snowfall inches
(n) Physical Characteristics
(a) Relationship with TNW
® Tributary flows directly into TNW
? Tributary flows through PickILLst tributaries before entering TNW
Project waters are SAW f river miles from TNW
Project waters are PIcleil`si river miles from RPW
k i
Project waters are I'ickLM aerial (straight) miles from TNW
Project waters are PIckUst aenal (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5
Tributary stream order, if known
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West
5 Flow route can be described by identifying, e g , tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW
(b) General Tributary Characteristics (check all that apply)
Tributary is ? Natural
? Artificial (man-made) Explain
? Manipulated (man-altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width feet
Average depth feet
Average side slopes Pick List
Primary tributary substrate composition (check all that apply)
? Silts ? Sands
? Cobbles ? Gravel
? Bedrock ? Vegetation Type/% cover
? Other Explain
? Concrete
? Muck
Tributary condition/stability [e g , highly eroding, sloughing banks] Explain
Presence of run/nfFle/pool complexes Explain
Tributary geometry Pick List
Tributary gradient (approximate average slope) %
(c) Flow Tributary provides for Pick-Lis't
Estimate average number of flow events in review area/year Pick LL4t
Describe flow regime
Other information on duration and volume
Surface flow is SckLlst Characteristics
Subsurface flow P c-Msi Explain findings
? Dye (or other) test performed
Tributary has (check all that apply)
? Bed and banks
? OHWM6 (check all indicators that apply)
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list)
? Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to deterin
Q High Tide Line indicated by
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/charactenstics
? tidal gauges
? other (list)
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA junsdiction (check all that apply)
Mean High Water Mark indicated by
? survey to available datum,
? physical markings,
? vegetation lines/changes in vegetation types
(iii) Chemical Characteristics
Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed characteristics, etc )
Explain
Identify specific pollutants, if known
6A natural or man-made discontinuity in the OHWM does not necessarily severj unsdiction (e g, where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid
(iv) Biological Characteristics Channel supports (check all that apply)
? Riparian corridor Characteristics (type, average width)
? Wetland fringe Characteristics
? Habitat for
? Federally Listed species Explain findings
? Fish/spawn areas Explain findings
? Other environmentally-sensitive species Explain findings
? Aquatic/wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(j) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non-TNW
Flow is fi& ist Explain
Surface flow is Pick Gist
Characteristics w
Subsurface flow PiakList Explain findings
? Dye (or other) test performed
(c) Wetland Adjacency Determination with Non-TNW
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection Explain
? Ecological connection Explain
? Separated by benn/bamer Explain
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW
» tr7-
Project waters are Pick List aerial (straight) miles from TNW
Flow is from PicJilUt
Estimate approximate location of wetland as within the Pick List floodplam
(u) Chemical Characteristics
Charactenze wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed
characteristics, etc ) Explain
Identify specific pollutants, if known
(m) Biological Characteristics Wetland supports (check all that apply)
? Riparian buffer Characteristics (type, average width)
? Vegetation typelpercent cover Explain
? Habitat for
? Federally Listed species Explain findings
? Fish/spawn areas Explain findings
? Other environmentally-sensitive species Explain findings
? Aquatic/wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis lick)] ]List
Approximately ( ) acres in total are being considered in the cumulative analysis
For each wetland, specify the following
Directly abuts? (YIN) Size (in acres) Directly abuts? (YIN) Size (in acres)
Summanze overall biological, chemical and physical functions being performed
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus
Draw connections between the features documented and the effects,on the TNW, as identified in the Rapanos Guidance and
discussed in the instructional Guidebook Factors to consider include, for example
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tnbutary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or reanng young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integnty of the TNW?
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain
findings of presence or absence of significant nexus below, based on the tnbutary itself, then go to Section III D
2 Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below, based on the tnbutary in combination with all of its
adjacent wetlands, then go to Section III D
3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tnbutary in combination with all of its adjacent wetlands, then go to
Section III D
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY)
1 TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area
[] TNWs linear feet width (ft), Or, acres
[] Wetlands adjacent to TNWs acres
2 RPWs that flow directly or indirectly into TNWs
® Tnbutanes of TNWs where tnbutanes typically flow year-round are junsdictional Provide data and rationale indicating that
tnbutary is perennial Hardin Creek and its UTs have NCDWQ stream rating scores greater than 30
[] Tnbutanes of TNW where tributaries have continuous flow "seasonally" (e g , typically three months each year) are
junsdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tnbutary flows
seasonally
Provide estimates for junsdictional waters in the review area (check all that apply)
® Tributary waters 1200 linear feet 1 - 7 width (ft)
? Other non-wetland waters acres
Identify type(s) of waters
3 Non-RPWs8 that flow directly or indirectly into TNWs
? Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is junsdictional Data supporting this conclusion is provided at Section III C
Provide estimates forjunsdictional waters within the review area (check all that apply)
? Tributary waters linear feet width (ft)
? Other non-wetland waters acres
Identify type(s) of waters
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
? Wetlands directly abut RPW and thus arejunsdictional as adjacent wetlands
? Wetlands directly abutting an RPW where tributaries typically flow year-round Provide data and rationale
indicating that tributary is perennial in Section III D 2, above Provide rationale indicating that wetland is
directly abutting an RPW
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates forjunsdictional wetlands in the review area acres
5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for junsdictional wetlands in the review area acres
6 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for junsdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a junsdictional tributary remains jurisdictional
? Demonstrate that impoundment was created from "waters of the U S ," or
(l Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below)
E ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) 10
Q which are or could be used by interstate or foreign travelers for recreational or other purposes
? from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
which are or could be used for industrial purposes by industnes in interstate commerce
Q Interstate isolated waters Explain
? Other factors Explain
Identify water body and summarize rationale supporting determination
8See Footnote # 3
9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Provide estimates for Junsdictional waters in the review area (check all that apply)
? Tributary waters linear feet width (ft)
? Other non-wetland waters acres
Identify type(s) of waters
? Wetlands acres
NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY)
? If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
? Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR)
0 Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction Explain
Other (explain, if not covered above)
Provide acreage estimates for nonyunsdictional waters in the review area, where the sole potential basis of Junsdiction is the MBR
factors (i e, presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply)
? Non-wetland waters (i e, rivers, streams) linear feet width (ft)
Lakes/ponds acres
Q Other non-wetland waters acres List type of aquatic resource
Wetlands acres
Provide acreage estimates for non -junsdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for Junsdiction (check all that apply)
? Non-wetland waters (i e, rivers, streams) linear feet, width (ft)
? Lakes/ponds acres
? Other non-wetland waters acres List type of aquatic resource
Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below)
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant
0 Data sheets prepared/submitted by or on behalf of the applicant/consultant
? Office concurs with data sheets/delineation report
? Office does not concur with data sheets/delineation report
? Data sheets prepared by the Corps
? Corps navigable waters' study
[) U S Geological Survey Hydrologic Atlas
? USGS NHD data
? USGS 8 and 12 digit HUC maps
ry= U S Geological Survey map(s) Cite scale & quad name
? USDA Natural Resources Conservation Service Soil Survey Citation
? National wetlands inventory map(s) Cite name
E State/Local wetland inventory map(s)
? FEMA/FIRM maps
? 100-year Floodplain Elevation is (National Geodectic Vertical Datum of 1929)
? Photographs ? Aerial (Name & Date)
or ? Other (Name & Date)
Previous determination(s) File no and date of response letter
Applicable/supporting case law
? Applicable/supporting scientific literature
? Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD:
a

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North Carolina Department of Transportation
Division of Highways
Project Development & Environmental Analysis
U-4020
Boone, NC
Wautaga County
US 421 Widening
Culvert Extensions on Hardin Creek and 2 UTs
Figure 2
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Sheet _L o(??+??
4

PROPERTY OWNERS
NAMES AND ADDRESSES
SITE NO PARCEL NO NAME ADDRESS
1 54 Robert L Dunnigan 156 Arrowhead CE Boone NC 28607
2 66 Joseph Jerry Idol, Jr 1032 E King Street Boone, NC 28607
69 The Pantry, Inc. 1801 Douglas Dr. Sanford, NC 27330
Permit Drawing
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