20210392 Ver 3_Justus Rd Modification Info Packet_20230927

Justus Rd Permit, WBS 11C.095108
Modification Information
Modification Summary Letter
Vicinity and Location Map/Photos
Revised HA Assessment of Effects Form
Revised Archaeology review (not required)
Page 2
Page 4
Page 12
Page 14
Erosion Control Plans (w 3 proposed sites added) Page 15
PJD Map (w 3 proposed sites added) Page 45
Reverification Information
Reverification Submittal Form Page 51
404 Permit Reverification Page 54
401 Permit Reverification Page 58
Original Permit Information
Original PCN Page 65
404 Permit - Original Page 74
401 Permit - Original Page 82

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
September 28', 2023
Ms. Lori Beckwith
U. S. Army Corps of Engineers
NCDOT Regulatory Project Manager
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
J. ERIC BOYETTE
SECRETARY
Subject: Modification of Existing Nationwide 14 Permit Application — Justus Road (SR 1137)
Improvement Project, Watauga County, NC. WBS Element 11C.095108 - State Funded
Dear Ms. Beckwith,
The North Carolina Department of Transportation (NCDOT) is requesting approval to add three
jurisdictional impact sites to the existing Justus Road Improvement Project. The project was
originally permitted on September 7t1i, 2021 as SAW-2021-00743, and due to a permit expiration,
was reverified on February 2, 2023 as SAW-2021-00743 Reverification Al. As a result of recent
storm events, landowner complaints, and newly discovered structural deficiencies found by our
maintenance department, three additional sites in need of replacement have been identified. All
three are within the existing project area, so the best course of action appeared to be modifying
the existing permit. To accomplish this, I'm providing this letter, which includes a table of the
three proposed impacts, pertinent information for NCWRC and the USFWS, as well as Sec 106
updates. Location maps and plansheets of the proposed work are also included, along with the
original permit package and the reverification permit package (for reference purposes).
The proposed new impacts are all on Clarks Creek (Class C), and are described below. In addition
to minimal permanent impacts (4' of new bank stabilization), the proposed work should benefit
aquatic species by replacing two pipes with bottomless RCBC's, and lengthening a bridge so that
the substructure is no longer in contact with the stream during normal flows.
Existing Proposed New Impacts
Location Condition Condition Purpose Permanent Temporary
Driveway
24' x 8' x 5'
upgrade pipe, line with
4' (no
75'
20' x 42" CMP
pipe 127
bottomless RCBC
rockform liner
new fill)
(dewatering)
Driveway
20' x 6' x 4'
upgrade pipe, line with
75'
20' x 36" CMP
0
pipe 157
bottomless RCBC
rockform liner
(dewatering)
15' x 17' timber
15' x 25' timber
30'
Bridge 290
upgrade bridge
0
bridge
bridge
(dewatering)
Total
4'
180'
All three replacements will occur in the dry, and any water entering the work area will be pumped
through a silt bag and allowed to re-enter the stream once cleaned. The proposed bottomless
RCBC's will receive a rock form liner matching the existing rock form liner on pipe 127.
Mailing Address: Telephone: [phone]
NC DEPARTMENT OF TRANSPORTATION [e-mail]
DIVISION 11 Customer Service: 1-877-368-4968
801 STATESVILLE RD
NORTH WILKESBORO, NC 28659 Website: ncdot.gov

NCWRC Updates — All work related to these three replacements will occur between April 15t1'
and Oct 15t'', outside of the trout moratorium. While the initial plan was to replace Pipe 127 with
a concrete bottom RCBC, our staff have agreed to use a bottomless RCBC for both pipe 127 and
pipe 157. As a result, there will be a reduction of 40' of fill in the stream (20' for each pipe), and
the replacement of two existing metal pipes with these bottomless structures should improve
aquatic passage for a variety of organisms, including wild, self-sustaining trout.
Sec 7 Updates
A review of IPaC (9/14/23) revealed three listed bat species (Gray Bat, Northern Long-eared Bat,
and Virginia Big -eared Bat), and one proposed bats species (Tricolored Bat) that could occur
within the project area. As a note, all three currently listed bat species were previously consulted
on as part of SAW-2021-00743, but re -consultation is needed since we are adding three new sites.
In order to conduct the proposed work to Pipe 127 and 157, three white pines will need to be
removed. All three are partly dead and pose a safety risk due to their close proximity to the
adjacent house and roadway. In order to reduce possible injury to bat species, the trees will be
removed during the Oct 15'-April 1st window. Furthermore, the two pipes and bridge were
surveyed during the summer of 2023, and no bats or signs of bats were observed. The three new
impact sites will not require blasting, no new permanent or temporary lighting will be added to
the project area, and no night work will occur. In addition to re -consulting on the three listed bat
species for the proposed modification, if USACE and USFWS prefers, we could consult on Tri-
colored bat for the entire project, and not just these three site additions, at this time.
In addition to the listed bat species, the IPaC review also showed the potential of Bog turtle and
Green Floater in the area. Concerning Bog Turtle, the three proposed structure replacements will
not effect this species since the work will not impact wetlands. The Green Floater is not currently
listed, but is proposed. If Green floater is listed, then we will be required to halt work and re -
consult with USFWS for the entire project, so there is no need to consult for that species at this
time. However, it is worth noting that Clarks Creek is best described as a rocky substrate, high
elevation, swift current tributary and believed to be unsuitable habitat for Green Floater.
Furthermore, there is a waterfall approx. '/4 mile downstream of pipe 127, which would prevent
possible upstream movement of Green Floater.
Section 106 Updates - As a result of the proposed three structure replacements, the project was
re -reviewed by NCDOT's Cultural Resource Team in 2023. While Archaeology had no new
issues and indicated their previous review was still accurate, our Historic Architecture review did
result in an Assessment of Effects due to the surround Clarks Creek Historical District. Since Pipe
127 had been previously replaced with an environmental commitment of a rock form liner,
NCDOT proposed to replace pipe 127 and pipe 157 with bottomless RCBC structures that
incorporated this same rock form liner. This agreement, to use the rock form liner, resulted in a
No Adverse Effects decision (see attached 2023 Assessment of Effects form).
Mitigation Updates — Since the proposed replacement will result in 1) no new instream fill, and
2) the removal of 40' of existing instream fill (20' for pipe 127 and 20' for pipe 157), NCDOT
request to be able to add the proposed three structure replacements to the existing Justus Rd
permit with no new mitigation requirements.
Please contact me at [phone] if you have any questions or need additional information.
Sincerely,
Kevin Hining ((//
NCDOT Division 11 Environmental Officer
828-386-7202, kjhinin ,ncdot.gov

Location of driveway pipe 127 and 157,
and bridge 290, Justus Rd / SR 1137,
Watauga County.
ine Meadows©
Mini -Park
Seven ©evils Resort Club 9
9
[I
- a
Holy Communion
Lutheran Church
MM
Snakeden
S Ridge
Echota on the ridge
r''a •drlew� e�
0
hlura¢nS�
Altitude•Adjustrnent� Banner Elk
Pine Ridge
Townsend Gap
Ray Clark Construct
•i
Echota on the Ridge
Clubhouse and Pool Twin Rivers Community
A Peace of Heaven' "n � a Salvation Army
Vacation Home Thrift Store
105 / --
ouse
Echota Club HR °
¢ � Echota Resort
4
Foscoe Rentals
rryo '�
Foscoe.-
l"+r,A,- Young Hollow
Hidden Valley �
FoscoFishing
Googlgompany & oWitter

Map showing locations of all three structure replacements (pipe 127 and 157, and bridge 290) within Clark's Creek Rural Historic District, Justus Rd, Watauga Co.
Watauga bridge 137 — location shown only
for reference purposes
Driveway pipe 127 —42" x 20' CMP with rock
form liner (previous commitment, Effects
Required form 14-02-0006) — will replace with
8'x5'x24' bottomless RCBC—since previous
structure had rock form liner, we will commit
to using the same rock form liner.
Driveway pipe 157 — 36" CMP with no
rock form liner — will replace with a
6'x4'x20' bottomless RCBC. Will
commit to using the same rock form
liner as used on pipe 127. �J
9►.
r-I
r
i
Watauga bridge 290—will replace with
' a similar bridge (wood deck on wooden
abutments) and same width, but will be
lengthened from 17' to 25' to set the
new abutments back further from the
stream / prevent overtopping.
{2 of 2i + G x
1 T0759 I Clark a Creek Ruwn —P>t•_ `
DiAria (DrW 201S) I
S'rm NamL
Clerk's: yak kL1* — Or:-,-
D,iwla
OL-ad
Y038 Guts
Name
DWLI wL-6-,
staaas
DOE
S,w 1::
W .054
DOE rnmrr
rr4s'+':'files nc govrncdcr, hiv=c
or Local
preser.atan-l' ceVDFs?ER 15-
1mk
0430aadf
Notes
Peer SL
Year 00=
Sd.E�lY.-
2015
1Y$tflSiSiC

Historic district Boundary -
W 10759 - orange line Proposed 6' x 4' x 20' Concrete Heodwo I I
bottomless RCBC CREEKBED
000 ELEVATION
A<01NPINVERT ELEVATIONS 2885.96
��� 2885a2 T Sj_g_
2884.94
P TOP ELEV.—
2888.62'
P �I�� TP _ �� ��
1SPD � ;�,o
TOP ELEV.-
2888.54' —
TOP ELEV.—
CREEKBED 2888.69'
P P ELEVATION-,
Proposed 8 x 5 x 24
� P 2884.84
bottomless RCBC 3� P�
P
INVERT ELEVAT I O S m
2880 ® 64'
2880° 17
= P ELEV.— \�p,P
i
100,
Concrete Retaining Wa I TOHeadwal � P � �Q.
(Sta. 4+1 0- Sta. 4+ �� 84611 C P " P
Top of WalI Elevations:
( 2884.01' - 2884.82)
�® a
CREEKBED
TOP ELEV.= ELEVATION:
STOP ELEV.
/ 2885.02 2880.95
=
2884e82'
Concrete Retaining W
(Sta. 5+1 1 - Sta. 5+48 l
Top of Wall Elevations:
CREEKBED ( 2885.63' - 2886.361)
ELEVATION
loN of 2878.81'
� Q PO®68p G
A � 9
O
A '
4
_
_________________ �N'PoI ®R 34 4Bffi®�
UP

I Watauga bridge #137
Watauga bridge #137 and retaining wall
along creek — installed several years ago with
rock form liner and weatherized guardrail,
required as part of Bridge 137 replacement,
2015 Assessment of Effects 14-02-0006
N
t
r"1�MIs up Sd KLYtai

Fy,
4q
��
ggd � i
lr. liT} �vq
Pipe is undersized and floods house next
door, pipe outlet headwall is also
damaged/undercut.
Watauga pipe #127
Assessment of Effects - 14-02-006
Driveway pipe 127—42"x20' CMP with
rock form liner —will replace with a 8'x5'
x24' bottomless RCBC, with
same rock form liner

Watauga pipe #157
Driveway pipe 157 — 36"x20' CM with
concrete headwall and cement bag wall —
will replace with a 6'x4'x20' bottomless
RCBC. Will use rock form liner
Pipe is undersized, full of bedload, and
floods house next door, pipe outlet
headwall is also damaged/undercut.

Road will dead end at _
this location once new
alignment of Justus Rd - is complete
Watauga Bridge #290
Watauga Bridge 290 - will replace with a bridge of
same construction (wooden structure), will have
same width, but will lengthen from 17' to 25' to set
the new abutments back further from the stream /
prevent over topping. Will replace with wooden
supports vs. typical concrete abutments to shorten
the amount of time that a detour is needed (2-3 days)
Previously reviewed in 2020 (PA 15-10-0030), and it
was determined that the bridge was not a
contributing resource within the Clark's Creek Historic
District.
i
MP7

'a F
n �
K
f
f „,
' O
O
'Af o O • O � � l }
I
I I A -
I. �
. }Y - - •, S
Ale
6 x a x 3 H
OP" EQ'- TRH LINE:
3 ft.=�w,eir S ;
._�'�°1S� 0� � 4� „ ■k may•
N � • N
0�7 .4* f
.•A&_ate11
,` / {{ �j •- :.WY '
44 1
r tomw
_
5.3
N EVERY OTt{ER�T RY a ` F
"'PEA � .^' Y.. 'Y� . • .•��h`•-�� . _'���' ',A�, ��i• � \ \ - .. .. .
,

DocuSign Envelope ID: 41 F912EE-1435-4637-ADDF-E9FA9903AAE9
Project Tracking No. (Internal Use
15-10-0030
Revised
Caw . HISTORIC ARCHITECTURE AND LANDSCAPES
ASSESSMENT OF EFFECTS FORM
v J J
This form supercedes those dated 14 March 2023
and 21 August 2021
n This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the Archaeology Group.
PROJECT INFORMATION
Project No:
County:
Watauga
"SNo.:
11C.095108/
Document
MCC
11 B.209511
Type:
Fed. Aid No:
Funding:
X State ❑ Federal
Federal
X Yes ❑ No
Permit
USACE
Permits :
Typ e s :
PMiectDescription: Grade, drain, base and pave SR 1137 (Justus Road) from just NW of
intersection with SR 1136 (Clark's Creek Road) south 1.24 miles to end of maintenance;
replace two damaged driveway pipes (Numbers 127 and 157) and replace Bridge No.
290 on SR 1137 (Justus Road) over Clark's Creek (no off -site detour specified in review
requests).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Project resubmitted for review in June 2020 due to realignment of design and in February 2023
due to added pipe and bridge replacements. HPOWeb reviewed on 27 October 2015, 7 July
2020, and 3 March 2023 and yielded one DE, eleven SS, and no NR, SL, or LD properties in the
Area of Potential Effects (APE). The APE extends 150 feet to either side of the SR 1137 (Justus
Road) centerline and 100 feet from each end of the 1.24-mile project length, as well as 100 feet
to either side of the proposed new alignment and 750 feet north and 385 south of existing
Bridge No. 290, to encompass proposed construction activities and possible project impact.
Watauga County current GIS mapping, aerial photography, and tax information indicated a
largely wooded APE with residential and agricultural resources dating from the 1890s to the
1980s (viewed 27 October 2015, 7 July 2020, and 3 March 2023). Several pre-1970 resources
are unexceptional (some also altered) examples of their types. Of the eleven previously
recorded resources, six are included in the National Register -eligible Clark's Creek Rural Historic
District (WT0759) in the project area, of which four are contributing resources to the district as
are the surviving pastures and natural landscape elements and Justus Road itself. Of the
remaining five, four date to the 1960s-80s and are unexceptional. The Samuel C. Byrd Farm
(WT0350), located south of the historic district on the west side of SR 1137 (Justus Road), is
not NR-eligible based on an evaluation completed in 2016 for this project, and HPO concurred
with the finding (report on file Environmental Analysis Unit, NCDOT and HPO; see attached
correspondence). The Byrd Cemetery (WT0766), while not individually NR-eligible, is
considered a contributing resource to the historic district, and should be afforded the usual
protections during construction. Constructed in 1958 and 1959, Bridge Numbers 177, 244, and
290 are not eligible for the National Register according to the NCDOT Historic Bridge Inventory
as they are neither aesthetically nor technologically significant. NCDOT also carried out historic
architectural study of the Justus Road area for 17BP.11.R.29 (PA Tracking No. 14-02-0006,
Bridge No. 137 replacement) in 2015, which established the eligibility of the historic district.
The comprehensive county architectural survey (2002-3) and later studies include no properties
Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007Programmatic Agreement
Page 1 of 18

DocuSign Envelope ID: 41 F912EE-1435-4637-ADDF-E9FA9903AAE9
in the APE apart from those noted above (I. Daniel Pezzoni, ed., The Architectural History of
Watauga County, North Caro/Ina (Durham, NC: BW&A Books, 2009). County GIS/tax materials and
other visuals (viewed 27 October 2015, 7 July 2020, and 3 March 2023) clearly illustrate the
relative placement of the NR-eligible historic district and the proposed work as currently
defined, which indicated the need for an effects consultation to satisfy Section 106 and GS 121-
12(a) compliance.
An effects consultation with the State Historic Preservation Office and USACE
occurred on 31 August 2023.
Should the funding, permitting, or project limits change, please notify NCDOT-
Historic Architecture as additional review then may be necessary.
ASSESSMENT OF EFFECTS
Property Name:
Clark's Creek Rural
Status:
DE
Historic District
Survey SiteNo.:
WT0759
PIN:
Multiple
Effects
❑ No Effect X No Adverse Effect ❑ Adverse Effect
Explanation ofEtfects Determination: Two parts of the project are contained within the lower,
southwest end of the historic district (towards the northernmost end of the project area): 1)
improvements to existing Justus Road extending northward from just west of the intersection
with Poor Man's Hollar to where the new northeast -southwest alignment begins; 2) easternmost
section of the new alignment. The proposed construction activities will not impactor
compromise two contributing resources — the (former) Clark'; Creek Baptist Church (WT0349)
and the Wilson House (WT0768) — or the various landscape elements — such as woodlands,
remnants of field patterns, meadows, and orchards — and viewsheds that also constitute the
historic character of the district. No driveways or other property access points will be altered or
eliminated. State maintenance will end on Justus Road from west of the improvements to its
junction with the southwest end of the new alignment. Where some vegetation must be
removed on the west side of Justus Road at its intersection with the northeast end of the new
alignment, planted buffers will be introduced per agreement with the property owner (see
below).
The recently added construction activities — the replacement of two undersized and damaged
pipes and the frequently overtopped Bridge No. 290 — also will not adversely affect any
historical element of the district. Reinforced concrete box culverts will replace existing Pipe
Number 127 and 137, requiring minimal tree removal and no alteration of driveways. Visible
exteriors of the new culverts will be faced using a rock form liner similar to that used for
finishing the nearby Bridge No. 137. While the pipe locations are associated with non-
contributing properties, they are within the district as its boundary contains all of Clark's Creek.
Bridge No. 290 is not individually NR-eligible, but a feature within the district. It will be
replaced with a wooden structure of essentially the same design as the existing bridge, but
lengthened to place the new abutments further from the creek in order to eliminate flooding.
See attached for explanatory ra hics.
List of*Environmental Commitments: NCDOT-Division 11 has agreed with the owner of parcel
ID: 1879968391000 to install planted buffers to replace vegetation removed during
construction.
Justus Road (SR 1137), Watauga County
WBS No. 11C.095108
PA Tracking No. 15-10-0030 Revised
Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007Programmatic Agreement
Page 2 of 18

DocuSign Envelope ID: 41 F912EE-1435-4637-ADDF-E9FA9903AAE9
SUPPORT DOCUMENTATION
X Map(s) Previous Survey Info. X Photos X Correspondence X Design Plans
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic Architecture and Landscapes -ASSESSMENT OF EFFECTS
NCDOT Architectural Historian
—ppDocu�S�igned by:
�-- FE 199aA 7403...
Statesitoric preservation Office Representative
EDocuSigned by: 11
6Vi bl-&WA,
56D7BC73AB6346A...
31 August 2023
Date
9/7/2023
Date
9/8/2023
Federal Agency Representative Date
Justus Road (SR 1137), Watauga County
WBS No. 11C.095108
PA Tracking No. 15-10-0030 Revised
Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007Programmatic Agreement
Page 3 of 18

From: Smith, Caleb <[e-mail]>
Sent: Wednesday, March 29, 2023 3:44 PM
To: Hining, Kevin J <[e-mail]>
Subject: SR 1137 (Watauga) pipes and bridge 290 review
Hey Kevin,
Last night I did the review for the SR 1137 driveway pipes and bridge 290 replacement. I put a note in
the ETRACS Request about how the two pipes and the bridge are located within the area I surveyed
previously. I put a copy of the April 2017 No National Register of Historic Places Eligible Sites Present
form in the Share Point folder and put a link to it in the ETRACS Request. Let me know if that will work or
if you need anything else.
Caleb Smith
Archaeologist II
Environmental Analysis Unit
North Carolina Department of Transportation
[phone] office
[phone] mobile
[e-mail]
1598 Mail Service Center (Mail)
Raleigh, NC 27699-1598
1000 Birch Ridge Drive (Delivery)
Raleigh, NC 27610
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties.
Facebook Twitter YouTube

I
0
VICINITY MAP
BEGIN ROJECT Pisgah
STA 0 +OO National
SCM1urcM1 DC metlevrynt '�t��
„37 Forest
„3s
S-th Dey
Ptiven,
r\ Church
a�
r+om cnmm�n�nn
e a „3a
„37
TEND PROJECT
STA 66+8I.5I
BOON
LINVILLE
Fo:cot
� �n�Y�n U Fosco
GRAPHIC SCALE
25�
PLANS
5�
PROFILE (HORIZONTAL)
51�
PROFILE (VERTICAL)
ROADSIDE ENVIRONMENTAL UNIT
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
41b.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WA TA UGA COUNTY
LOCATION. SR 1137 JUSTUS RD
FROM END OF PAVEMENT 1.27 MILES TO END OF MAINT.
STA 5 + 44 TO E.O.P. 66 + 81.51 -L-
STA 00 + 00 TO E.O.P. 6 + 90 -Yl-
SEE Project#]7BP.11.R.29 For Roadway Plans Sta 0 + 00 to 5 + 44
TYPE OF WORK: GRADING, DRAINAGE, BASE
AND PAVING - 1.29 MILES
BEGAN SURVEY: 061,29115
END SURVEY. 04118119
U 8 �
La tart
It \ IN-Wd
La.'y 11 \
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY.
41S IV
(I ct,�mit t
�`N1 MPROP.
S la 00
PrWored In the Office cf.
DIVISION OF HIGHWAYS
DIVISION 11, DISTRICT 2 BOONE
P.O. BOX 1460, BOONE, N.C. 28607
2018 STANDARD SPECIFICATIONS
STATE
STATE PROTECT REFERENCE M
SHEET
SHEETS
N'C.
I1C."5108
EN
29
STA'1E Pa.-
P.AM-Na
RESCRI--
EROSION AND SEDIMENT CONTROL MEASURES
1630.05 Temporary Sik DkA m
1630.06 Temp®rary Diver®ion To -
1605.01 Temp®rary Silt 1Fenre
1606.01 Specia➢ Sediment Controo➢ Peace ----
1622.01 Temporary ]Berms and S➢ape Dra.i-
1630.02 Silt ]Basin Type B
1635.01 Temp®rary R-1 Silt Cheek Type A- - - - - - - -
Temp®rary Rork Silt Check Type A, with
Matting and Po➢yaerylamide (PAM) - - ----�
1635.02 Temporary Batik Si➢t CAeeh Type-B--
Waffleo Coir lFiLer waffle
wattleo C®r Fiber .�
Wattle
wiactA Po➢yylamide (PM)
emp 1634.01 T®rary R-h Sediment D.m Type -A- - - - - -
16U.02 Temporary Roelk Sediment Darn Type-B -
1635.01 R-h ]Wipe In1ei Sediment Trap Typr-A-- -----
1656.02 R-h ]Wipe Inlet Sediment Trap Type-]B--- U U
r1630.04 Stu1➢ung lBasin------------------------_�
.06 Specia➢ Stifling ]Basin
R.ch Inlet Sediment Trap:
1652.01 Type A ------------------------ A®
163 Type B S®
2M Type C C®
Skimmer Basin ----------------------
Tiered Shimmer 1Basin
Infiltration lB..in
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRU3SING PHASE OF
CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Roadway Standard Drawings
The following roadway 2agish standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
evison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1604.01 Railroad Erosion Control Detail
1632.01 Rock Inlet Sediment Trap Type e A
1605.01 Temporary Silt Pence
1632.02 Rock Inlet Sediment Trap Type -
1606.01 Special Sediment Control Fence
1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance
1633.01 Temporary Rock Silt Check Type A
1622.01 Temporary -earns and Slope Drains
1633.02 Temporary Rock Silt Check Type 3
1630.01 Riser -asin
1634.01 'temporary Rock Sediment Dam Type A
1630.02 Silt 3asin Type -
1634.02 Temporary Rock Sediment Dam Type 3
1630.03 'temporary Silt Ditch
1635.01 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling -.sin
1635.02 Rock Pipe Inlet Sediment Trap Type -
1630.05 Temporary Diversion
1640.01 Coir Fiber 3atlle
1630.06 Special Stilling 3asin
1645.01 Temporary Stream Crossing
1631.01 Matting histallation

EROSION CONTROL & PIPE INSTALLATION SCHEDULE
Erosion Control Schedule and Notes
1. Generally, the order of installation of the
erosion control measures will be as follows:
A. Temporary silt basins shall be installed
before clearing and grubbing begins.
B. Silt fences and temporary silt ditches
shall be installed after clearing and before grading.
C. Temporary stone ditch checks with PAM or
wattles with PAM shall be installed in all disturbed
areas as soon as the disturbance begins.
D. Final stone ditch checks or wattles shall be
installed as soon as ditch line is established.
E. Pipe outlet and inlet protection will be done
as soon as the pipe is installed.
F. Other permanent erosion control measures are to
be implemented as soon as practical.
2. Temporary rock silt checks, type B will be spaced
by percent grade as shown in the erosion control plan
3. No. 5 stone, or equivalent, will be used in conjunction
with the temporary rock silt checks in locations where
water is leaving the project or entering a pipe.
4. All devices are to be cleaned out when half full.
5. Establish permanent vegetation per ground stabilization
chart.
Notes:
For silt basin size see the attached erosion control plans.
TROUT BUFFER ZONE SEQUENCE
GENERAL E&SC NOTES
GROUND STABILIZATION CHART
PAM is to be placed on all Type A checks and wattles in the erosion
control chain except for the final device in HWQ and Trout projects.
Wet Pipe Installation Schedule and Notes
1. Prior to installing any E&SC measures identify
permit conditions and impact area limits.
2. Install erosion control devices.
3. Manage the water course. The pipe must be
placed in the dty. Install dewatering measures.
4. Remove material and existing pipe while limiting,
material and sediment from entering stream and
escaping the project.
5. Excavation of stream channel shall not exceed 10' on
either side of new pipe or culvert unless indicated on permit.
6. Per permit conditions for Corps of Engineers
and the Wildlife Resources Commission, all pipes
in streams 48"or greater must be buried 12" below
streambed elevation. Pipes less than 48"must be buried
with 20% of the diameter below streambed elevation.
7. Place the new pipe and compact backfill.
8. Install slope protection on the outlet and inlet ends
of the pipe. Also complete installation of erosion
control measures and perform maintenance as needed
on existing measures.
9. Establish permanent vegetation per ground stabilization
chart.
10. More information on wet pipe installation can be found
in the BMP manual section 4.2 "Pipe & Culvert
installation"
GROUND STABILIZATION CHART
Site Area Description
Stabilization Time Frame
Stabilization Time Frame Exceptions
Perimeter dikes, swales, ditches
and slopes
7 days
None
High Quality Water Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10 ft. or less in length and are
not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in lenght
All other areas flatter than 4:1
14 days
None
(except for perimeters and HQW zones)
General Erosion Control Sequence & Notes for NC DOT
Projects in Trout Buffer Zones
1. Prior to installing any E&SC measures identify
permit conditions and impact area limits. Review
trout buffer variance approval conditions for
any special provisions.
2. All materials should be on the hand before work
is commenced.
3. Install EC devices
4. Work within the buffer zone should be sequenced
to minimize the length of time that disturbed areas
are exposed. Stream bank stabilization, which includes
the area from the edge of water to the top of bank, should
be phased so that each day's work is a completed work,
including provision of adequate ground cover.
5. Graded slopes and fills within the trout buffer zone will
within 7 calendar days of completion of any phase of
grading be planted or otherwise provided with temporary
or permanent ground cover, devices, or structures sufficient
to restrain erosion.
6. Graded slopes and fills within the trout buffer zone (excluding
road shoulders) shall be protected with rolled erosion control
product, bonded fiber matrix, or flexible growth medium after
seeding.
Notes:
Silt fence backed by woven wire, with a post spacing of 6 feet,
shall be used instead of standard silt fence in trout buffer zone.
Special sediment control fence shall be used in areas where
bedrock is encountered which prohibits the proper anchoring
of fabric, and in low points of the silt fence in 3-foot sections
to allow for concentrated flows.
The disturbed areas within the stream buffer shall be restored
to native vegetation characteristic of an undisturbed buffer to
the extent practical upon completion of construction.
Flyrock protection such as blast mats should be provided for
blasting in close proximity to streams.
PAM is to be placed on all Type A checks and wattles in the
erosion control chain except for the final device in HWQ and
Trout projects.

DIVISION OF HIGHWAYS
STATE OF NORTH CA RO]LINA1
SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
6U
TOf AI,
0
MIyGEI.Mf
U6 MAffING fO 6E INSfA
P A6 OIKE
fEO 6Y fNE
NGINEEK
TOfAI.
0
5AY
0
PERMANENT SOIL REINFORCEMENT MAT
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
7
-I.-
17.00
19.50
K'f
60
7
-I.-
19.50
24+60.5
KT
70
15
-Y-
2.75
6.00
I.T
240
6U
TOTAI,
390
AOO 1 f I OM
P69M fO 6E I
NSfAI.W
TOf AI.
390
5AY
390

DIVISION OF HIGHWAYS
STATE OF NORTH CA RO LINA1
SOIL STABILIZATION TIMEFRAMES
SITE DESCRI FT ION
STABILIZATION TIME
T I MEFRAME EXCEPT IONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:IOR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

COMPUTED BY: J COMBS DATE: PROJECT REFERENCE NO. SHEET NO.
CHECKED BY: DATE: �7 IICD95I08 3C
STATE OF qyj�
DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" UNDER)
V
Q
Z
O
TYPE B DRAINAGE PIPE
(RCP, CSP, CARP, HDDE OR PVC)
(UNLESS NOTED OTHERWISE)
NEW PIPES
EXISTING PIPES
LL
O
M
O
00
°
o
O
m
o
00
LL
SIZE
12"
15"
18"
24"
30"
36"
42"
72"
12"
15"
18"
24"
30"
36"
42"
72"
STATION
REMARKS
-L3- 7+74
RT
30'
ADD PIPE
-L3- 8+98
CL
50'
ADD PIPE
-L3- 19+50
CL
40'
ADD PIPE
-DR2- 00+17
CL
25'
ADD DRIVE PIPE
-DRI- 00+17
CL
20'
ADD DRIVE PIPE
-Yl- 00+54
CL
45'
40'
40'
REPLACE WET PIPE
-Yl- 3+86
CL
34'
108'
36'
1
1
ONLY REPLACE 36' OF PIPE ADD D.I.
-Yl- 4+39
LT
92,
1
1
ADD PIPE AND D.I.
-Yl- 5+17
LT
40'
DO NOT DISTURB
-Yl- 5+59
LT
147'
1
1
ADD PIPE AND D.I.
-L- 24+59
CL
35'
32'
32'
REPLACE WET PIPE
-L- 28+20
CL
40,
ADD PIPE
-L- 31+76
CL
65'
45'
45'
REPLACE WET PIPE
-L- 36+90
CL
42'
29'
29'
REPLACE WET PIPE
-L- 37+83
CL
60'
61'
61'
REPLACE WET PIPE
-L- 41+33
CL
55'
40'
40'
1
REPLACE WET PIPE ADD JUNCTION BOX
-L- 41+21
LT
25'
24'
24'
REPLACE PIPE
-L- 42+17
RT
115'
50'
150'
1
REPLACE WET PIPE ADD JUNCTION BOX
-L- 42+17
LT
45'
39'
39'
REPLACE PIPE
-L- 42+82
RT
21'
1
ADD WET PIPE AND JUCTION BOX
-L- 43+18
RT
36'
DO NOT DISTURB
-L- 44+37
CL
45'
ADD PIPE
-L- 46+37
LT
50'
49'
49'
REPLACE PIPE
-L- 47+99
LT
29'
29'
REMOVE PIPE
-L- 48+14
CL
45'
ADD PIPE
-L- 51+52
CL
50'
36'
36'
REPLACE WET PIPE
-L- 52+67
LT
20'
ADD PIPE
-L- 53+50
RT
75'
ADD PIPE
SHEET TOTALS
215'
11 611'
11 330'
11
50'
65'
1
1 63'
137'
336'
141'
36'
45'
610'
3
3
3

COMPUTED BY: J COMBS DATE: PROJECT REFERENCE NO. SHEET NO.
CHECKED BY: DATE: �7 IICD95I08 3C-I
STATE OF qyj�
DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" UNDER)
V
Q
Z
O
QF-
O
TYPE B DRAINAGE PIPE
(RCP, CSP, CARP, HDDE OR PVC)
(UNLESS NOTED OTHERWISE)
NEW PIPES
EXISTING PIPES
LL
7
O
M
`0
M
O
m
00
N
O
°
;!
O
m
ci
0
o
V
00
o
0
SIZE
12"
15"
18"
24"
30"
36"
42"
73"
12"
15"
18"
24"
30"
36"
48"
72"
STATION
REMARKS
-L- 53+85
LT
30'
ADD PIPE
-L- 55+46
CL
60'
60'
60'
REPLACE WET PIPE
-L- 57+82
CL
85'
85'
REMOVE PIPE
-L- 58+05
RT
25'
25'
ADD PIPE
-L- 59+42
RT
25'
ADD PIPE
-L- 59+77
CL
40'
40'
40'
REPLACE WET PIPE
-L- 60+03
LT
35'
33'
33'
REPLACE PIPE
-L- 61+49
CL
45'
40'
40'
REPLACE PIPE
-L- 62+51
CL
60'
50'
50'
REPLACE PIPE
-L- 62+40
LT
20
16'
16'
REPLACE PIPE
-L- 63+61
RT
40'
40'
40'
DO NOT DISTURB
-L- 64+55
LT
45'
40'
40'
REPLACE PIPE
-L- 65+08
CL
45'
40'
40'
REPLACE PIPE
-L- 66+12
LT
30'
20'
20'
REPLACE PIPE
SHEET TOTALS
210'
150'
100'
49'
165'
90'
160'
40'
489'
PROJECT TOTALS
425'
761'
430'
50
65
112'
302'
426'
301'
36'
40'
45'
1099'
3
3
3

WT0762
o CLARK'S CREEK SEVENTH -DAY
ADVENTIST CHURCH
Location of Pipe 157 -
'00.0s C existing 20'x36" CMP to
be replaced with 20'x6'x4'
bottomless RCBC
C
Location of Pipe 127
I 011
O
0 �
1
O
O
0
O
^0
Sta. 8+98 to 13+00 Rt
NOTE:
PLACE PAM ON EVERY OTHER 1
OROCK SILT CHECK TYPE A
6
PROJECT REFERENCE NO.
SHEET NO.
11C.095108
EC-5
RN/ SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
WOODS
O
O
� I
� x
1 ,
GRP

W�100-141,
C.47
ro
31 S�
/ � O
is /
JS t
QqR�-—' VJT0�59 pis
s CREEK ��- is
is -
\ e0
N
0
\
\
PROJECT REFERENCE NO.
SHEET NO.
11C.095108
EC-6
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
\is
5—�— - -
--- — 1- 1c_

PROJECT REFERENCE NO.
11C.095108
RW SHEET NO.
SHEET NO.
O OO J
N N00
O
X
I
No Embankment Construction
7 27f00 to 3/+00 Lt.
° N Rock Ck
�°
NOTE: INSTALL RIPRAP FOR
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A EROSION CONTROL IN THE
PROPOSED DITCH LINE.
0
o \
NOTE: 60 Day Stabilization
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A Sta. 31+68 to 36+96 Lt
XDO O INSTALL RIPRAP FOR 9 x 3 x 3
+ EROSION CONTROL IN THE
OD PROPOSED DITCH LINE. 2 ft. weir
ID 8.2
No Embankment Construction
Sta 27+00 to 3/+00 Lt. '
' k
oARcOkCKs@
12 x4 x3
3 ft. weir
ID 8.1
30 Day Stabilization
Sta.28+33 to 31+83 Rt
OADWAY DESIGN
ENGINEER
7��
m
ENGINEER

0
PROJECT REFERENCE NO. SHEET NO.
11C.095108 EC-9
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
ENVIRONMENTALLY SENSITIVE AREA
-L- STA 36+95 to 37+71 LT
DISTURBED ACRES = 0.02
O
O
J
DLO
NOTE: O 0
ROCK SILT CHECK TYPE OTHER TEMPORARY M� o�/'�
INSTALL RIPRAP FOR
WOODS EROSION CONTROL IN THE 2 — Type A RocK Cks 32'
PROPOSED DITCH LINE.
9 x 3 x 3 9 x 3 x 3
WOODS 2 ft. weir
ID 9.1 2 ft. weir
ID 9.2
Z
w x
------ �Q `P
N 12 — T e A Rock Cks 41'
+7 1y SR I137 JUSTUS
\ / +7. P/ \
1 I \� --
DO NOIT dISjURB - I
42�c MI ---
I
Gr Drwy \
I I 13 \moo \
1 I \pia
I I
I I
I I
I
� 1
1
1 1
1 1

0 0
LO
+ _ 18 - Type A Rock Cks L,5 54'
00
W + 8.5 % SR //37 JU
Z X X X� ST/ic
J _
I
PROJECT REFERENCE NO.
SHEET NO.
11C.095108
EC-10
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
O
NOTE:
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A
INSTALL RIPRAP FOR
EROSION CONTROL I� THE
PROPOSED DITCH NE.
9
- -gm-..A
We
14 /
O
� 15A
NOTE: oO
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A x
X
8.5
X
`Gl- - / -4CPS
INSTALL RIPRAP FOR '
EROSION CONTROL IN THE '
PROPOSED DITCH LINE.
, I
—� 9 x3 x3
2 ft. weir
ID 10.1
r0 51. / DMP O
�L 1

CD
0
co
llq-
INSTALL RIPRAP FOR
FA
O
O
PROJECT REFERENCE NO.
SHEET NO.
11C.095108
EC-11
RN/ SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER

z
0
3
w
y
r
rn
cn
V
LOU
9 x3 x3
3 ft. weir
ID 12.1
v /
NOTE:
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A
INSTALL RIPRAP FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
t�
aft Stream
�o
o
12 x 4
weir
D 12.2
\s
16 - Type C Roc Cks Lo 241 �a
INSTALL RIPRAP FOR )
F
OSION CONTROL IN THEROPOSED DITCH LINE.
NOTE:
PLACE PAM ON EVERY OTHER TEMPORARY
\� ROCK SILT CHECK TYPE A
/ o /
0
f 00
00 8
INSTALL RIPRAP FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
C C - Type A Rock ks 29' +
NOTE: we9 X 3 X 3
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A 3 ft. ir J
i
00 ID 12.6
x �
0 x 0 x.5 \ w
4 ft. weir /
ID 12.3
5%
PROJECT REFERENCE NO.
SHEET NO.
11C.095108
EC-12
R,W SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
9 3 x 3
3 weir
/ ----- --- 510�
PROPG
60. / O� NOTE:
PLACE PAM ON EVERY OTHER
D J��e ROCK SILT CHECK TYPE A
2{1 21
4" P 12 x6 x3
4 ft. weir
ID 12.4
o \
PRAP FOR
JTROL IN THE
DITCH LINE.
'It

CD INSTALL RIP FOR
++ EROSION CONTRCi,,IN THE
O PROPOSED DITCH INE.
25 60 Day Stabilization
Sta.60+00 to 61+57 Lt
Ln
w
Z
J
U
a
G
PROJECT REFERENCE NO.
11C.095108
RN/ SHEET NO.
\ \ ROADWAY DESIGN
\ \ ENGINEER
INSTALL RIPRAP FOR \ \
EROSION CONTROL IN THE `
PROPOSED DITCH LINE.
26 `
HER TEMPORARY \ NOTE:
O \ PLACE PAM ON EVERY OTI
\ ROCK SILT CHECK TYPE A
60 Day Stabilization XQ
Sta. 61+57 to 62+64 Lt (L INSTALL RIPRAP F
9 x 3 x 3 EROSION CONTROL I \TH€ 29
2 ft. weir PROPOSED DITCH L NE.
ID 13.3 60 Day Stabilization
Sta.62+64 to 65+14 Lt
9 x 3 x 3
\ 2 ft. weir
ID 13.4
SHEET NO.
ENGINEER

PJD Map with
Proposed Impacts

North I -
Pond 3
MA Impact
0.001 acres
V6
if fill
0.02 acres
of fill
T32R
Pond
AWT3

North
UT3
S r�
le = E
UT2
I
Impact
perm i - •
fAw �JT2
Impact
. ._
trm
emp
UT2-
�R
t
j
y.

,2
UiT
Ile
UT4
UTZ
Yam.Zol,
0, � AL o".
uJ
I

SAW-2021-00743 Permit
Reverification Information -
for reference purposes

Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * For the Record Only (Courtesy Copy)
U New Project
O Modification/New Project with Existing ID
O More Information Response
O Other Agency Comments
O Pre -Application Submittal
O Re-Issuance\Renewal Request
O Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
3/15/2021
Project Contact Information
Name: NCDOT Div 11 Kevin Hining
Who is submitting the information?
Email Address:* [e-mail]
Project Information
Existing ID #: * Existing Version:*
20210392 1
20170001 (no dashes) 1
Project Name: * WBS 11 C.095108 Justus Rd (SR 1137) Secondary Roadway Improvement
Is this a public transportation project?*
Yes
No
Is this a DOT project?*
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
Yes •) No U Unknown
TIP#: WBS#:
11 C.095108
(Applies to DOT projects only)
County (ies)*

Watauga
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Justus Rd Reverificaiton Info Packet.pdf 11.48MB
Only pdf or kmz files are accepted.
Describe the attachments or add comments:
Reverification of this project is requested as the previously issued Nationwide Permit will expire and
construction is not anticipated to be complete by the expiration.
Construction has started.
The previously issued 404 and 401 Permits and Application Package are attached.
There have been no changes to design or impacts since the previously issued permits and the plans
submitted with the original application package remain accurate and valid.
Section 7
The original Sec 7 review included several species that are no longer shown for the area. The original review
was done using County lists, which showed 11 species, but IPaC only shows 4 listed species, and one
proposed species. All of the listed species shown on the newer IPaC review were included with our original
Section 7 analysis, and there are still no critical habitats listed for the project area.
While some of the trees have been removed, there are trees remaining that will not be removed until later in
2023.
Archaeology and Historic Properties
There have been no changes to Archaeology and Historic Properties since the previously issued permits.
Tribal Coordination
The list of tribes with interest in Watauga County has not changed, and all tribes were previously contacted.
NCDOT is hereby requesting reverification under Nationwide Permit 14.
* 2) By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ I intend to electronically sign and submit the online form.
Signature: *
Submittal Date: Is filled in automatically once submitted.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2021-00743 (Reverification #1) County: Watauga
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: North Carolina Department of Transportation
Attn: Mr. Kevin Hining
Address: 801 Statesville Road
North Wilkesboro, North Carolina 28659
Telephone No.: 336-903-9129
Size and location of property (water body, road name/number, town, etc.): The project is
located along a 1.3 mile -long section of SR 1137 (Justus Road) in Watauga County, North
Carolina.
Description of project area and activity: In order to improve this 1.3 mile section of SR 1137
(Justus Road), the permittee will widen, pave, and relocate the lower portion of this road
to a new alignment.
Authorized impacts to waters of the U.S.: This project was originally authorized by
Nationwide Permit (NWP) 14 verification letter dated September 7, 2021.
On November 2. 2022. NCDOT reauested reauthorization of impacts to waters of the U.S.
for this project as construction is not complete. There are no changes to the project or
proposed impacts to waters of the U.S. As such, the permittee is authorized to impact
waters of the U.S. as follows along the 1.3 mile section of road/new alignment for pipe
replacements, pipe extensions, and road fill:
• Permanent impacts (loss/fill) to a total of 0.038 acre of wetlands
• Temporary impacts (dewatering) to a total of 0.002 acre of wetlands
• Permanent impacts (loss/fill) to a total of 37 linear feet (If) of streams
• Temporary impacts (dewater) to a total of 120 If of streams
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 14
Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions, your submitted application, and the following special
conditions:
Special Conditions
1. All work must be performed in strict compliance with (a) the description of work in the
PCN and (b) the impacts detailed on the Grading, Drainage, Base and Paving Plans
that were submitted with the application dated April 6, 2021. Any modification to the
description of work and/or the permit plans must be approved by the USACE prior to
implementation.

SAW-2021-00743, Justus Road -2-
2. Section 106 NHPA compliance: As agreed to with the owner of parcel ID:
1879968391000, the permittee shall install planted buffers to replace vegetation that will
be removed during construction.
3. The permittee shall adhere to the requirements of Design Standards in Sensitive
Watersheds for this project.
4. The permittee shall ensure that no work is conducted in waters of the U.S. during the
period of October 15th to April 15th of any year (Brown Trout moratorium).
5. Section 7 ESA compliance:
a. Tree clearing will not take place from May 1 — October 15. Tree clearing during
April will only occur when temperatures are above 500 F.
b. No new permanent or temporary lighting will be added to the project area.
c No night work will occur.
d. Prior to project activities, NCDOT will verify the absence of bats and signs of bat
use in culverts equal to and greater than 2-feet in diameter, bridges, and rock
faces and crevices within the action area.
6. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this authorization letter in the construction and maintenance of this project
and shall provide each of its contractors and/or agents associated with the construction
or maintenance of this project with a copy of this authorization letter, all conditions, and
any authorized modifications. A copy of this authorization letter, all conditions, and any
authorized modifications, shall be available at the project site during construction and
maintenance of this project.
Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the
nationwide and/or regional general permit authorization is modified, suspended or revoked. If,
prior to the expiration date identified below, the nationwide and/or regional general permit
authorization is reissued and/or modified, this verification will remain valid until the expiration
date identified below, provided it complies with all requirements of the modified nationwide
and/or regional general permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply
with the terms and conditions of the nationwide and/or regional general permit, activities which
have commenced (i.e., are under construction) or are under contract to commence in reliance
upon the nationwide and/or regional general permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide and/or regional general permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a
case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section
401 Water Quality Certification. You should contact the NC Division of Water Resources
(telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State or local approvals/permits.

SAW-2021-00743, Justus Road -3-
If there are any questions regarding this verification, any of the conditions of the Permit, or
the U.S. Army Corps of Engineers regulatory program, please contact Lori Beckwith at 828-271-
7980.
�0,'1t/k. 2023.02.02
JguUSACE Regulatory Official: Monte Matthews la -- 06:59:1 1-05'00'
Date: February 2, 2023 Expiration Date of Verification: March 14, 2026

Action ID Number: SAW-2021-00743 (Reverification #1)
County: Watauga
Permittee: NCDOT, Mr. Kevin Hining,
Project Name: NCDOT / SR 1137 / Justus Road / Div 11
Nationwide Permit: 14
Date Verification Issued: February 2, 2023
Project Manager: Lori Beckwith
Upon completion of the activity authorized by this permit and any mitigation
required by the permit, sign this certification and return it to the following
address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Lori Beckwith
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a
U. S. Army Corps of Engineers representative. Failure to comply with any terms
or conditions of this authorization may result in the U.S. Army Corps of Engineers
suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and
required mitigation was completed in accordance with the permit conditions.
Signature of Permittee
Date

DocuSign Envelope ID: 2BEA3058-6A11-4501-AA8E-5C074436B4D7
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
December 5, 2022
Watauga County
NCDWR Project No. 20210392v2
Justus Road (SR 1137)
WBS Element: I IC.095108
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Kevin Hining
NCDOT, Division 11 Environmental Officer
801 Statesville Road
North Wilkesboro, NC 28659
Dear Mr. Hining:
You have our approval, in accordance with the conditions listed below, for the following impacts to replace pipes in
UTs to Clark Creek on Justus Road in Watauga County. This is a reissuance/reverification.
Stream Impacts in the Watauga River Basin
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary Fill in in
Perennial Stream
(linear ft)
Total Stream
Impact
(linear ft)
Stream Impacts
Requiring Mitigation
(linear ft)
Culvert/Pipe
Dewatering
1
3
20
23
-
2
20
20
40
-
3
(-1)
10
10
-
4
1
10
11
-
5
14
20
34
-
6
-
20
20
-
7
-
20
20
-
Totals
37
120
157
-
Total Stream Impacts: 157 linear feet
Grp''w' urk� �P
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2BEA3058-6A11-4501-AAK-K074436134D7
Wetland Impacts in the Watauga River Basin Riverine .
Site
Fill
(ac)
Excavation
(ac)
Dewatering
(ac)
Mechanized
Clearing
(ac)
Wetland Impacts
Requiring Mitigation
(acres)
W 1
0.01
-
-
-
-
W2
0.006
-
-
-
-
W2a
0.001
-
0.001
-
-
W3
0.02
-
-
-
-
W3a
0.001
-
0.001
-
-
Totals
0.038
-
0.002
-
-
Total wetland impact for project: 0.040 acres
The project shall be constructed in accordance with your application dated received November 1, 2022, and previous
application for original Certification dated April 6, 2021. After reviewing your application, we have decided that
these impacts are covered by General Water Quality Certification Number 4135. This certification corresponds to
the Corps Nationwide Permit 14. In addition, you should acquire any other federal, state or local permits before you
proceed with your project including (but not limited to) Sediment and Erosion Control, Non -Discharge and Water
Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to perennial streams (now or in the future) exceed 300 linear feet, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification(s) and any additional conditions listed below.
Condition(s) of Certification:
Project Specific Conditions
1. Placement of pipes/culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or
upstream and downstream of the above structures. If this condition is unable to be met due to bedrock or other
limiting features encountered during construction, please contact NCDWR for guidance on how to proceed and to
determine whether a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
2. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas
within the fencing are prohibited unless otherwise authorized by this certification. [ 15A NCAC 02H.0501 and .0502]
General Conditions
1. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing
concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface
waters due to the potential for elevated pH and possible aquatic life and fish kills. [15A NCAC 0213.0200]
2. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
3. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed
floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)]
-�)
LE Q North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2BEA3058-6A11-4501-AA8E-5C074436B4D7
4. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. [15A
NCAC 02H.0506(b)(2)]
5. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted
for approval. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water. [15A NCAC
02H.0506(b)(3) and (c)(3)]
7. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)]
8. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
9. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
[15A NCAC 02H.0506(b)(3)]
10. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited. [15A NCAC 02H.0506(b)(3)]
11. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws are not being
met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that
further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this certification. [15A
NCAC 0213.0200]
12. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized
by this certification. [15A NCAC 02H.0506(b)(2)]
13. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and
the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
14. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having
jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and
sedimentation control requirements, etc.
15. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT project engineer
(or appointee) shall complete and return the enclosed "Certification of Completion Form" to notify the NCDWR when
all work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
16. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in
wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction
activities. [ 15A NCAC 02H.0506(b)(3) and (c)(3)]
ENorth Carolina Department of Environmental Quality I Division of Water Resources
L 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2BEA3058-6A11-4501-AA8E-K074436134D7
17. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards [15A NCAC 02H.0506(b)(3) and (c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
18. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. [15A NCAC 02H.0506(b)(3) and (c)(3)]
This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware that
impacting waters without first applying for and securing the issuance of a 401 Water Quality Certification violates
Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC 2H .0500 requires
certifications pursuant to Section 401 of the Clean Water Act whenever construction or operation of facilities will
result in a discharge into navigable waters, including wetlands, as described in 33 Code of Federal Regulations
(CFR) Part 323. It also states any person desiring issuance of the State certification or coverage under a general
certification required by Section 401 of the Federal Water Pollution Control Act shall file with the Director of the
North Carolina Division of Water Quality. Pursuant to G.S. 143-215.6A, these violations and any future violations
are subject to a civil penalty assessment of up to a maximum of $25,000.00 per day for each violation.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a
Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH)
within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North
Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding
requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the Certification in
accordance with N.C.G.S 15013-23(a).
This letter completes the review of the Division under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Dave Wanucha at 336-403-5655 or dave.wanuchakncdenr.gov if you have any questions or
concerns.
Sincerely DocuSigned by:
Richard . R�riector
Division of Water Resources
ENorth Carolina Department of Environmental Quality I Division of Water Resources
L 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2BEA3058-6A11-4501-AA8E-K074436134D7
Electronic copy only distribution:
Kevin Hining, NCDOT Environmental Officer Division 11
Lori Beckwith, US Army Corps of Engineers, Asheville Field Office
Rebekah Reid, US Fish and Wildlife Service
David McHenry, NC Wildlife Resources Commission
File Copy
ENorth Carolina Department of Environmental Quality I Division of Water Resources
L 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2BEA3058-6A11-4501-AA8E-5Co74436B4D7
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NCDWR Project No.:
Applicant:
Project Name:
NORTH CAROLINA
Environmental Quality
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form
may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
Completed hard copies can be emailed to kristil ny n.carpenterkticderingov or mailed to:
NCDEQ Transportation Permitting
1617 Mail Service Center
Raleigh NC 27699-1617
,-D,r .v y E North Carolina Department of Environmental Quality I Division of Water Resources
�r %4 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

SAW-2021-00743 Original
Permit Information - for
reference purposes

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
October 26, 2020 Ver 3.3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edoes. deq. n e.gov/WaterResou rces/0/ed oc/624704/PCN % 20 Help / 20F i le / 202018-1-30. pdf
A. Processing Information
County (or Counties) where the project is located:*
Watauga
Is this a NCDMS Project*
r Yes r No
Click Yes, only if NCDlvS is the applicant a co -applicant.
Is this project a public transportation project?
O Yes f No
This is arry publicly funded by rrunicipal,state a federal funds road, rail, airport transpafabm project.
Is this a NCDOT Project?*
c Yes r No
(NCDOT only) T.I.P. or state project number:
WBS#*
11C.095108
(fa N=use aiy)
la. Type(s) of approval sought from the Corps:*
IJ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
G Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1 b. What type(s) of permit(s) do you wish to seek authorization?*
rJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP number been verified by the Corps?*
f Yes r No
Nationwide Permit (NWP) Number: 14 - Linear transportation
NWP Numbers (for multiple NWPS):
List all NJVnurbers ycu are applying fa not m the drop dawn list.
1d. Type(s) of approval sought from the DWR:*
check all that apply
IJ 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
r Non-404 Jurisdictional General Permit r Riparian Buffer Authorization
Individual Permit
Pre -Filing Meeting Information

Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing
Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the
certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was submitted to the certifying
authority at least 30 days prior to submitting the certification request. Click here to read more information on when this form is needed prior to application submission or here to viewthe form.
ID#
20210392
Pre -fling Meeting or Request Date
3/15/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
le. Is this notification solelyfor the record because written approval is not required?
.............................................. .................... ....................
For the record onlyfor DWR401 Certification:
For the record onlyfor Corps Permit:
1f. Is this an after -the -fact permit application?*
C Yes C No
Version
1
56.77KB
.............................................
*
f•Yes F No
•Yes F No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from ratigadon bank a in -lieu fee program
r Yes F No
Acceptance Letter Attachment
Oickthe upload button a drag and drop files here to attach dccurrent
RLEiYFEMJSTBEFDF
1 h. Is the project located in any of NC's twenty coastal counties?*
r Yes (- No
1j. Is the project located in a designated trout watershed?*
C Yes r No
You must submit a copy of the appropriate Wildlife Resource Commission Office.
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Progra"Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
NCDOT - Kevin Hining Div 11 DEC,
1c. Primary Contact Phone:*
1b. Pri mary Contact Email:*
(xxx)xxx-xxxx
[e-mail]
[phone]
1d. Who is applying for the permit?
W Owner
❑ Applicant (other than owner)
(Check all that apply)
le. Is there an Agent/Consultant for this project?*
r' Yes c No
2. Owner Information
2a. Name(s) on recorded deed:*
NCDOT
2b. Deed book and page no.:
2c. Responsible party:
(fa Corpvations)
2d. Address*
Sheet Address
801 Statesville Road
Address Line 2
Qty
State / Aovince / Pegicn
North Wilkesboro
NC
Fbstal / Zp Code
Country
28659
USA

2e. Telephone Number:*
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information lJ
1a. Name of project:*
SR1137 / Justus Road Improvement Project
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality / town:
*
Boone
2. Project Identification U
2a. Property Identification Number:
2b. Property size:
(tax RN a parcel ID)
(in acres)
2c. Project Address
Street Address
Address Line 2
aty
State / Aovince / Pe3icn
Postal / Zp Code
Country
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on howthe location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
36.181277-81.778175
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Clark Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Watauga
3d. Please provide the 12-digit HUC in which the project is located.*
060101030303
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Justus Rd. is best described as a narrow, dirt/gravel road, that is very steep in certain portions. The land use is a fairly even mix of forested hardwoods and residential. The road
extends up a mountain side to a large, private development that is on top of the mountain. Justus Road is the only way to access this development. As a result of the shear volume of
houses, and limited access to them, the road receives a surprisingly high level of traffic. Also, due to the steep grade and gravel/dirt substrate, the streams paralleling the road contain
a high volume of gravel and fine particulates. There is also a fair amount of runoff from a couple small impoundments, residential driveways, etc. that frequently runs onto and across
the road, furthering potential impacts from fine sediments.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
r Yes F No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)

181.92KB
Click the upload button a drag and drop files here to attach document
SR 1137 Justus Rd (Watauga Cc) Topo Map.pdf
File type rrust be pdr
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Click the upload button a drag and drop files here to attach document
File type rrust be pdr
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
4h. Explain the purpose of the proposed project:*
Purpose of project is to widen and pave Justus Road. The project will also involve a partial re -alignment of Justus Rd at the lower end. This realignment will allow the main volume of
traffic to bypass a tight constriction in the road, where the road is pinched between a manmade rock wall and a house. The portion of Justus Road that will be routed around with the
new alignment will be improved as a dead end road, providing access to several residential dwellings. As a result, the project is composed of a L line (newly aligned lower end of Justus
Road coupled with the emsting upper portion), as well as a Y line (the lower end of the current Justus Road, that will be improved up to a point in the road where state maintenance will
end).
This work will improve motorist safety, and reduce overall maintenance needs. The project should also have a positive impact on aquatic resources by reducing the runoff of fine
sediments fromthe gravel/dirt road substrate, and increasing buffers between the road and stream. The work will also allow us to upgrade several old culverts. Finally, there is a fair
amount of water that consistently runs along, on, and across the road (primarily from residential driveways, two large roadside impoundments, and a leaking waterline). Taking this
runoff and piping it into the stream will get it off the road, lessening potential sediment impacts and thermal heating.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will realign the lower portion of Justus Road, leaving a 0.1 mile Y-line section of the existing Justus Road that will dead-end, but provide an access to several houses. A new
portion of Justus Road will cut through a hillside and then rejoin the existing Justus Road. This new alignment section of Justus Road will be 0.3 miles in length. The project will continue
up Justus Road from the intersection with the new alignment to the end of state maintenance, 0.9 miles up the road.
The Y-line work will involve filling a small portion of an existing wetland (fill <0.01 acres), extending a pipe that carries seepage from this same wetland, and improving stormwater
measures to better handle runoff, as well as leakage from an adjacent pond and waterline that are currently running alongside the gravel road.
The newly aligned section of Justus Road will involve placing fill in a small portion of an existing wetland (0.01 acres; the same wetland impacted by the Y-line). No otherjurisdictional
impacts will occur, but clearing and grading of the hillside will be required in order to create this new section of road.
The upper portion of Justus Road, from the new alignment section to the end of road maintenance, will involve the replacement of 7 pipes that carry jurisdictional waters (6 carry
perinneal streams and 1 carries seepage from a wetland), as well as the replacement of 150' pipe system with a 151' pipe system that feeds a private impoundment. This 151' pipe
system upgrade will also help collect stormwater that currently flows over the road. This section of road improvement will also involve the replacement and upgrade of several
stormwater and driveway pipes.
Overall, the work will involve the disturbance and clearing of approximately 9 acres of land. Typical road building equipment such as dump trucks, dozers, and paving equipment will be
used. Percussion equipment, and possibly explosives, will be used to break and excavate rocky hillsides when needed.
4j. Please upload project drawings for the proposed project.
Oickthe upload button a drag and drop files hereto attach document
File type rrust be pdr
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r' Yes
Comments:
r No
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved f Not Verified r Unknown F N/A
Corps AID Number:
Exarrple: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
f Unknown
5d1. Jurisdictional determination upload
Oickthe upload button a drag and drop files here to attach document
File type rrust be FLF
6. Future Project Plans
6a. Is this a phased project?*
C Yes r• No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.

No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands r Streams -tributaries r' Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
u
2a1 Reason*(?)
2b. Impact type*(?)
2c. Type of W.
2d. W. name*
2e. Forested*
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
W1
Fill for L line road
P
Unknown
no name
No
Both
0.010
widening
(acres)
W2
Fill for Y1 road widening
P
Unknown
no name
No
Both
0.006
(acres)
W2A
pipe extension
P
Seep
�no name
No
Both
0.001
(acres)
W2A
pipe extension
T
Seep
�no name
No
Both
0.001
(acres)
W3
Reconstructing the ditch
P
Unknown
name
No
Both
0.020
it is in
�no
(acres)
W3A
pipe extension
P
Seep
no name
No
Both
0.001
(acres)
W3A
pipe extension
T
Seep
no name
No
Both
0.001
(acres)
2g. Total Temporary Wetland Impact
0.002
2g. Total Permanent Wetland Impact
0.038
2g. Total Wetland Impact
0.040
2h. Comments:
The wetland areas marked as W1 and W2 will result in a total loss. Both areas are part of a larger wetland, totaling 1 /4 acre in six, which will remain
intact. Seepage from W2 flows into a pipe that will be replaced and extended. Total new permanent and temporary impacts fromthis pipe replacement
are <0.001 acres. W3 is currently sitting in a roadside ditch that cars frequently drive into. We will better define this ditch and buffer it from the new
roadway. The wetland will hopefully reestablish itself after the project is completed. Seepage from W3 flows into a pipe that will be replaced and
extended. Total new permanent and temporary impacts from this pipe replacement are <0.001 acres. The pipes at W2A and W3A will not be buried,
since they contain seepage from a wetland and burying the pipes may lead to a headcut. Furthermore, both are fairly steep (3.8 % and 4.0%,
respectively).
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact*(?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
M
Jurisdiction*
length*
S1
pipe e replacement
Permanent
Fill
UT1
Perennial
Both
1
3
Avaage (feet)
(linear feet)
3P
pipe replacement
Temporary
Dewatering
UT1
Perennial
Both
1
20
Average (feet)
(linear feet)
S3
pipe e replacement
Permanent
Fill
UT2
Perennial
Both
4
20
Average (feet)
(linear feet)
S4
pipe replacement
Temporary
Dewatering
UT2
Perennial
Both
4
20
Average (feet)
(linear feet)
S5
pipe replacement
Permanent
Fill
UT3
Perennial
Both
Average (feet)
(linear feet)
S6
pipe replacement
Temporary
Dewatering
UT3
Perennial
Both
1
10
Average (feet)
(linear feet)

g7
pipe system replacement
Permanent
Fill
UT3
Perennial
Both
1
1
Avaage (feet)
(linear feet)
gg
pipe system replacement
Temporary
Dewatering
UT3
Perennial
Both
1
10
Average (feet)
(linear feet)
S9
pipe e replacement
Permanent
Fill
UT2
Perennial
Both
3
14
Average (feet)
(linear feet)
S10
pipe replacement 7
Temporary
Dewatering
ff7777
Perennial
Both
3
20
Average (feet)
(linear feet)
S11
pipe replacement 7
Temporary
Dewatering
UT2
Perennial
Both
2
20
Average (feet)
(linear feet)
�72�pipe
replacement
Temporary
Dewatering
UT4
Perennial
Both
1
20
Average (feet)
(linear feet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
37
3i. Total temporary stream impacts:
120
3i. Total stream and ditch impacts:
157
3j. Comments:
None of these pipes will be buried, as all are > 4.0 % slope, with several > 7.5 % slope. In addition, the majority are laid over bedrock. Due to the
amount of rock in the stream, we will be able to place the outlet of all pipes onto existing rock, to help ensure scouring of the streambed doesn't occur.
We will dewater for all wet pipe replacements. An impervious sandbag dike will be constructed upstream of the existing pipes to create a small pool.
Clean water will temporarily be pumped around the construction areas and will be discharged downstream. Any dirty water located inside of the
construction areas will be pumped into a silt bag if necessary. Once the new pipes are in place, the impervious dikes will be removed and
preconstruction streambed elevations will be restored. When possible, we will dewater 10' at the inlet and outlet of each pipe. However, we will only be
able to dewater on the inlet side of two of the pipes (S6 and S8 on the impact summary table), as the pipe outlet discharges directly into a receiving
stream. In these areas, we will pump the clean water directly into the receiving stream.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
Proposed pipe replacements and extensions have been reduced to the shortest possible design to adequately construct the roadway. While these
pipe extensions will increase the length of the stream piped, it will also increase the buffer between the roadway and the stream. In addition, the
roadbed will be shifted away from the stream, which will also improve the buffer width between the roadway and the stream. The increased length of
stream being piped could, in some cases, impede aquatic passage. However, all of these streams are very steep, so hopefully the increase in pipe
lengths will not significantly handicap aquatic passage. Also, the most recent NCWRC fish surveys (2012) suggested that the majority of the waters
impacted by the project are fishless.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
All appropriate BMP's will be used during construction. Work will occur in a linear fashion, and completed portions of the project will be stabilized as
quickly as possible as the job progresses.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
C Yes F No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Our hopes are that mitigation is not needed for this project. The wetland impacts are very small (< 1/10 an acre), and all permanent impacts are being limited to the amount necessary
to construct the roadway. Currently, the stream is full of gravel from the roadway and there are little to no buffers between adjacent wetlands and streams. The new permanent impacts
are needed to improve the stream quality by adding additional buffers between the roadway and adjacent jurisdictional resources. Furthermore, paving the roadway will eliminate the
constant source of gravel and gravel dust that runs into the creek after each moderate to heavy rain.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes F No

For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
Not a protected area with regard to the NC Riparian Buffer Protection Rules
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes s' No
Comments:
NPDES forms will be completed weekly, or within 24hrs of any 1" rain event. Agency Roadside Environmental Staff and the Division Environmental Officer will visit the project at least
once a month to look for any environmental issues and to ensure all erosion control methods are being properly installed, monitored, and maintained.
G. Supplementary Information U
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes r No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes C No
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House? (If so, attach a copyof the NEPAor SEPAfinal approval letter.)*
(-- Yes r No
NEPAor SEPAFinal Approval Letter
Oickthe upload button a drag and drop files here to attach docurrent
SR1137_Justus Road MCDC.pdf 189.96KB
FILEiYFE MUST BE FDF
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
c- Yes r- No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
r Yes (-- No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a.Issewage disposal required byDWRforthis project?*
r Yes F' No f N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes C No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C Yes No
5d. Is another Federal agency involved?*
r Yes C No r Unknown
What Federal Agency is involved?
USACE
5e. Is this a DOT project located within Division's 1-8?*
r Yes F No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?*
r Yes f No
5g. Does this project involve bridge maintenance or removal?*
0 Yes 0 No

Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-1,0-17-signed_NLEB-SLOPESRapps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?'*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?*
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
Oickthe upload button a drag and drop files here to attach docurrent
File must be FLF
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
NC Natural Heritage Program Data Explorer
Consultation Documentation Upload
Oickthe upload button a drag and drop files here to attach docurrent
project_ repo rt__justus_rd_maintenance_proje_29665_29665.pdf 3.1 MB
File type crust be FLF
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?
r Yes r- No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.neder.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic
Trust designation or properties significant in North Carolina historyand archaeology)?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCDOT Human Environment Staff, Historic Preservation Database, Tribal Correspondence. Note - An Effects Required ForrrJConsultation will be
necessary since the lower portion of the project is within the Clarks Creek Historic Rural District
7c. Historic or Prehistoric Information Upload
Click the upload button a drag and drop files here to attach docurrent
SR 1137 (Watauga) No Survey form 2020.pdf
2MB
15-10-0030Resu bNeed Effects. pdf
379.49KB
NCDOT Catawba notification - Justus Rd, Watauga Co.pdf
22.79KB
NCDOT Cherokee Nation notification - Justus Rd, Watauga Co..pdf
53.77KB
NCDOT EBCI notification - Justus Rd, Watauga Co..pdf
53.73KB
NCDOT Muscogee notification - Justus Rd, Watauga Co..pdf
53.65KB
NCDOT UKBCI notification - Justus Rd, Watauga Co..pdf
53.79KB
Clarks Creek Rural Historical District and location of historical buildings associated with new road alignment.pdf
93.56KB
File must be FLF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMAFIoodplain Maps: https://rrse.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year flood plain?
r Yes F No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System
Miscellaneous
Comments
Rather than provide station numbers for all of the impacts, I have instead provided notes on the erosion control plans that show the location of the impact and define what the impact is.
I hope this will be more interactive/easier to navigate. Also, since this project requires an effects consultation for historic architecture, the erosion control plans have also been modified
to show all of the historic parcels in relation to the proposed impacts. The erosion control plans do not showthe boundaries of the Clark's Creek Rural Historic District, however, I have
attached a separate map that shows those boundaries in relation to the project. Please let me know if you need any additional information, or if you prefer the information in a different
form.
Miscellaneous attachments not previously requested.

Oickthe upload button a drag and drop files here to attach docunent
Justus Rd PCN letter.pdf 205.92KB
Justus Rd Erosion Control Plans with JS impacts and Sec 106 info.pdf 5.25MB
File must be FLF a IMIZ
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
Kevin Hining
Signature *
Date
4/6/2021

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2021-00743 County: Watauga
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: North Carolina Department of Transportation
Attn: Mr. Kevin Hinin2
Address: 801 Statesville Road
North Wilkesboro, North Carolina 28659
Telephone No.: 336-903-9129
Size and location of property (water body, road name/number, town, etc.): The proiect is located alone a
1.3 mile -lone section of SR 1137 (Justus Road) in Watauga County, North Carolina.
Description of project area and activity: In order to improve this 1.3 mile section of SR 1137 (Justus
Road), the permittee will widen, pave, and relocate the lower portion of this road to a new
alignment.
Authorized impacts to waters of the U.S.: The permittee is authorized to impact waters of the U.S. as
follows alone the 1.3 mile section of road/new alignment for pipe replacements, pipe extensions, and
road fill:
• Permanent impacts (loss/fill) to a total of 0.038 acre of wetlands
• Temporary impacts (dewatering) to a total of 0.002 acre of wetlands
• Permanent impacts (loss/fill) to a total of 37 linear feet (If) of streams
• Temporary impacts (dewater) to a total of 1201f of streams
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 14
Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions, your submitted application, and the following special conditions:
Special Conditions
1. All work must be performed in strict compliance with (a) the description of work in the PCN and
(b) the impacts detailed on the Grading, Drainage, Base and Paving Plans that were submitted
with the application dated April 6, 2021. Any modification to the description of work and/or the
permit plans must be approved by the USACE prior to implementation.
2. Section 106 NHPA compliance: As agreed to with the owner of parcel ID: 1879968391000, the
permittee shall install planted buffers to replace vegetation that will be removed during
construction.
The permittee shall adhere to the requirements of Design Standards in Sensitive Watersheds for
this project.

CESAW-RG-A
SAW-2021-00743 -2-
4. The permittee shall ensure that no work is conducted in waters of the U.S. during the period of
October 15" to April 15" of any year (Brown Trout moratorium).
Section 7 ESA compliance: If the permittee later determines that the use of artificial lighting for
night work will be necessary to construct the project, the permittee shall contact the USACE
immediately and will not proceed with the use of artificial lighting for night work until the
USACE has reinitiated and completed consultation with the USFWS.
Section 7 ESA compliance: If the permittee later determines that they will install artificial
lighting in the action area for any reason (e.g., permanent bridge lights, flashing lights, etc.), the
permittee shall contact the USACE immediately and will not proceed with the use of artificial
lighting for night work until the USACE has reinitiated and completed consultation with the
USFWS.
The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this authorization letter in the construction and maintenance of this project and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this authorization letter, all conditions, and any authorized modifications.
A copy of this authorization letter, all conditions, and any authorized modifications, shall be
available at the project site during construction and maintenance of this project.
Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal
action.
This verification will remain valid until the expiration date identified below unless the nationwide
and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration
date identified below, the nationwide and/or regional general permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it
complies with all requirements of the modified nationwide and/or regional general permit. If the
nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified,
such that the activity would no longer comply with the terms and conditions of the nationwide and/or
regional general permit, activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide and/or regional general permit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide and/or
regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401
Water Quality Certification. You should contact the NC Division of Water Resources (telephone
828-296-4500) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State or local approvals/permits.

CESAW-RG-A
SAW-2021-00743 -3-
If there are any questions regarding this verification, any of the conditions of the Permit, or the U.S.
Army Corps of Engineers regulatory program, please contact Lori Beckwith at 828-271-7980.
# Date: 2021.09.07
USACE Regulatory Official: Scott Jones
5° 08:59:30-04'00'
Date: September 7, 2021 Expiration Date of Verification: March 18, 2022

CESAW-RG-A
SAW-2021-00743 -4-
Determination of Jurisdiction:
A. ® There are waters, including wetlands, on the above described project area that maybe subject to
Section 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and
Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
However, you may request an approved JD, which is an appealable action, by contacting the USACE
district for further instruction. Please note, if work is authorized by either a general or nationwide
permit, and you wish to request an appeal of an approved JD, the appeal must be received by the
USACE and the appeal process concluded prior to the commencement of any work in waters of the
United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to
the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
C. ❑ There are waters, including wetlands, within the above described project area that are subject to
the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless
there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a
previous action. Please reference jurisdictional determination issued Action ID: SAW -
Basis for Determination:
N/A for a PJD. See attached PJD form.
Remarks:
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic
resource boundaries and/or the jurisdictional status of aquatic resources for purposes of the Clean Water
Act for the particular site identified in this request. This delineation and/or jurisdictional determination
may not be valid for the Wetland Conservation Provisions of the Food Security Act of 1985, as amended.
If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you
should discuss the applicability of a certified wetland determination with the local USDA service center,
prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations
as indicated in B and C above).
If you object to this determination, you may request an administrative appeal under USACE regulations at
33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request
for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803

CESAW-RG-A
SAW-2021-00743 -5-
M
PHILIP.A. SHANNINAUSACE.ARMY.MIL
In order for an RFA to be accepted by the USACE, the USACE must determine that it is complete, that it
meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office
within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at
the above address by N/A for PJDs.
It is not necessary to submit an RFA form to the Division Office if you do not object to the
determination in this correspondence.
Date: 2021.09.07
USACE Regulatory Official: Scott Jones �( 09:00:08-04'00'
Issue Date of JD: September 7, 2021 Expiration Date of JD: N/A for PJDs

Action ID Number: SAW-2021-00743
County: Watauga
Permittee: NCDOT, Mr. Kevin Hining,
Project Name: NCDOT / SR 1137 / Justus Road / Div 11
Nationwide Permit: 14
Date Verification Issued: September 7, 2021
Project Manager: Lori Beckwith
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Lori Beckwith
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the U.S. Army Corps of Engineers suspending,
modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Mr. Kevin Hining
File Number: SAW-SAW-2021-00743
Date: September 7, 2021
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
ZI
PRELIMINARY JURISDICTIONAL DETERMINATION
i
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.miVMissions/CivilWorks/Res4ulatoiyProgramandPennits.aspx
or U.S. Army Corps of Engineers(USACE) regulations at
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the USACE's Administrative Appeal Process by completing Section II of this form and
sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this
notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the USACE's Administrative Appeal Process by completing
Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60
days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the USACE to accept an approved JD. Failure to notify the USACE within 60 days of the date
of this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the USACE's Administrative Appeal
Process by completing Section 11 of this form and sending the form to the district engineer. This form must be received by the
division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the USACE regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by
contacting the USACE district for further instruction. Also you may provide new information for further consideration by the USACE to
reevaluate the JD.
CTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT

REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the USACE memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify
the administrative record. Neither the appellant nor the USACE may add new information or analyses to the record. However, you may
provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn.:
Mr. Phillip Shannin, Administrative Appeal Review Officer
Lori Beckwith
CESAD-PDO
151 Patton Avenue, Room 208
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 1OM15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to USACE personnel, and any government consultants, to
conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site
investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: Lori Beckwith, 69 Darlington Avenue,
Wilmington, North Carolina 28403
For Permit denials, Proff' 'ered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

DocuSign Envelope ID: 774F39CC-BCE2-443D-A92A-EDB702539DA2
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretory
S. DANIEL SMITH
oirector
NORTH CAROLINA
Environmental Quality
May 12, 2021
Watauga County
NCDWR Project No. 20210392
Justus Road (SR 1137)
Road, Pipe Improvements
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Kevin Hining
NCDOT Division 11, DEO
801 Statesville Road
North Wilkesboro, NC 28659
Dear Mr. Hining:
You have our approval, in accordance with the conditions listed below, for the following impacts to replace pipes in
UTs to Clark Creek on Justus Road in Watauga County.
Stream Impacts in the Watauga River Basin
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary Fill in in
Perennial Stream
(linear ft)
Total Stream
Impact
(linear ft)
Stream Impacts
Requiring Mitigation
(linear ft)
Culvert/Pipe
Dewatering
1
3
20
23
-
2
20
20
40
-
3
(-1)
10
10
-
4
1
10
11
-
5
14
20
34
-
6
-
20
20
-
7
-
20
20
-
Totals
37
120
157
-
Total Stream Impacts: 157 linear feet
North Carolina Department of Environmental Quality j Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAROUNA
o.,rb_t/"� 919.707.9000

DocuSign Envelope ID: 774F39CC-BCE2-443D-A92A-EDB702539DA2
Wetland Impacts in the Watauga River Basin (Riverine).
Fill
Excavation
Site
(ac)
(ac)
W 1
0.01
-
W2
0.006
-
W2a
0.001
-
W3
0.02
-
W3a
0.001
-
Totals
0.038
-
Dewatering
(ac)
0.001
0.001
0.002
Mechanized
Clearing
(ac)
Total wetland impact for project: 0.040 acres
Wetland Impacts
Requiring Mitigation
(acres)
The project shall be constructed in accordance with your application dated received April 6, 2021. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
4135. This certification corresponds to the Corps Nationwide Permit 14. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to) Sediment and
Erosion Control, Non -Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to perennial streams (now or in the future) exceed 300 linear feet, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification(s) and any additional conditions listed below.
Condition(s) of Certification:
Project Specific Conditions
1. Placement of pipes/culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or
upstream and downstream of the above structures. If this condition is unable to be met due to bedrock or other
limiting features encountered during construction, please contact NCDWR for guidance on how to proceed and to
determine whether a permit modification will be required. [I 5A NCAC 02H.0506(b)(2)]
2. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas
within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC 02H.0501 and .0502]
General Conditions
1. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing
concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface
waters due to the potential for elevated pH and possible aquatic life and fish kills. [15A NCAC 0213.0200]
2. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
3. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed
floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)]
D North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center G Raleigh, North Carolina 27699-1617
NORTH CAROL3NA
oewm.ert ar imm�r,i o�.wy 919.707.9000

DocuSign Envelope ID: 774F39CC-BCE2-443D-A92A-EDB702539DA2
4. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. [15A
NCAC 02H.0506(b)(2)]
5. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted
for approval. [ 15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water. [15A NCAC
02H.0506(b)(3) and (c)(3)]
7. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)]
8. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
9. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
[15A NCAC 02H.0506(b)(3)]
10. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited. [15A NCAC 02H.0506(b)(3)]
11. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws are not being
met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that
further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this certification. [15A
NCAC 02B.0200]
12. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized
by this certification. [15A NCAC 02H.0506(b)(2)]
13. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and
the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
14. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having
jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and
sedimentation control requirements, etc.
15. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT project engineer
(or appointee) shall complete and return the enclosed "Certification of Completion Form" to notify the NCDWR when
all work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
16. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in
wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction
activities. [15A NCAC 02H.0506(b)(3) and (c)(3)]
17. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards [15A NCAC 02H.0506(b)(3) and (c)(3]):
DNorth Carolina Department of Environmental Quality I Division of Water Resources
. E Q7> 512 North Salisbury Street 11617 Mail Service Center G Raleigh, North Carolina 27699-1617
NORTH CA...
oemd_& �1­--4 919.707.9000

DocuSign Envelope ID: 774F39CC-BCE2-443D-A92A-EDB702539DA2
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
18. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. [15A NCAC 02H.0506(b)(3) and (c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions, please contact Dave Wanucha at [phone] or [e-mail].
Sincerely,
DOCUSigned by:
9C9886312DCD474..
a. t)anlet amnn, Director
Division of Water Resources
Electronic copy only distribution:
Loretta Beckwith, US Army Corps of Engineers, Asheville Field Office
Janet Mizzi, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
File Copy
DNorth Carolina Department of Environmental Quality I Division of Water Resources
. E Q7> 512 North Salisbury Street 11617 Mail Service Center G Raleigh, North Carolina 27699-1617
NORTH CA...
oemd_& en1­--4 919.707.9000

DocuSign Envelope ID: 774F39CC-BCE2-443D-A92A-EDB702539DA2
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
S. DANIEL SMITH
Director
NCDWR Project No.:
NORTH CARCLINA
Environmental Quality
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form
may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
D �� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center G Raleigh, North Carolina 27699-1617
rvoarwcnaouNn
—rt—naeE�n���mio�.� /"� 919,707.9000