20200123 Ver 1_USACE Permit_20200224

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02175 County: Guilford U.S.G.S. Quad: NC -High Point East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: High Point University
Attn: Stephen Potter
Address: 1 University Parkway
High Point, NC 27268
Size (acres) —7.6 Nearest Town High Point
Nearest Waterway UT to Boulder Branch River Basin Cape Fear
USGS HUC 03030003 Coordinates 35.974349,-79.996992
Location description: The proaect area is located along Panther Drive, between its intersection with East Lexington avenue and
East Farriss Avenue, at High Point University, in High Point, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 40 linear feet
of stream channel related to two culvert extensions and 351 linear feet of stream channel related to stream enhancement
activities, as well as the temporary discharge of fill material into 80 linear feet of stream channel related temporary
construction access. These stream impacts are necessary to realign East Farris Avenue and Panther Drive, as well as improve
habitat and stability of existing channels, to facilitate a grade separated 2reenway crossing at High Point University.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization:
NWP 14. Linear Transportation Projects; NWP 27. Aquatic Habitat Restoration, Enhancement, and Establishment Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 1/20/2020, and the enclosed plans Figures 5 and 5a, and Sheet Numbers 1, 4, 6-
12, Dl, and D2. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 permit. If the nationwide 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 permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
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.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at [phone] X 30 or David.E.Bailey2na,usace.army.mil.
Date: 2020.02.24 16:23:38
Corps Regulatory Official:
—' -05-00'
Expiration Date of Verification: 03/18/2022
Date: 02/24/2020

SAW-2018-02175
SPECIAL CONDITIONS
1. Stream relocation/enhancement activities in Streams S1 and S2 must follow the Project
Description per the PCN dated 1/20/2020, as well as the attached Sheet Numbers 1, 4, 6-12, D1,
and D2.
2. In order to monitor and ensure long-term success of the stream relocation/enhancement activities
in Streams S1 and S2, permanent reference photo locations documenting the on -site stream
rehabilitation and arched span must be established, and a photographic monitoring report must
be submitted to the Corps within 30 days following completion of construction. Additionally, one
(1) photographic monitoring report per year must be submitted to the Corps for three (3) years
following construction to demonstrate long-term stability.
3. Please note that future impacts and/or phases of the High Point University - Panther
Drive/Northwest Campus study area and related activities associated with Corps Action ID: SAW-
2018-02175 will be considered part of a single and complete project; these impacts will be
considered cumulative with impacts permitted during earlier phases regarding compensatory
mitigation and Nationwide Permit thresholds. Current cumulative impacts to aquatic resources
for this single and complete project include permanent impacts (loss of waters) to 57 linear feet of
stream channel and 0.002 acre of riparian, non-riverine wetlands.
Corps Regulatory Official:
^ /� Date: 2020.02.24
%g 16:23:24-05'00'
Expiration Date of Verification: 3/18/2022
Date: 02/24/2020
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at hllp://colpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
Copy furnished:
Chris Tinklenberg, PWS, Kimley-Horn and Associates, 200 South Tryon Street, Suite 200, Charlotte, NC 28202
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Y.
r Or,
Legend
a
ED Project Corridor 5 A�
^� Proposed Storm Water Pipe
Proposed Culverts
Proposed Constructed Riffle
ql\ 11'�11�
Proposed Utility Relocation
Proposed Bank Grading
Proposed Grading
Stream (Potentional Non -Wetland WoUS)
50-ft Stream Buffer
Kimley>))Horn
fo
0 250 500
,t5t Feet
Figure 5: Proposed Conditions
High Point University
Panther Drive Relocation
High Point, Guilford County, NC
January 2020

S2 - Impact 10 -Temporary
10 If, Impervious Dike
and Pumped Diversion
S2 - Impact 6 - Permanent
25 If, Culvert Replacement/Extension
S1 - Impact 2 -Temporary
20 If, Impervious Dike
and Pumped Diversion
S2 - Impact 7 - Permanent - No Net Loss N
76 If, Stream Rehabilitation/Natural Channel Design n
Reshape Channel, Constructed Riffles,
Bank Stabilization and Riparian Planting
S2 - Impact 8 - Permanent - No Net Loss
45 If, Stream Rehabilitation,
Reshape Channel and Exisiting Rip -Rap,
Bank Stabilization and Riparian Planting
S2 - Impact 9 -Temporary
I %ir — ------------- ---20 If, Impervious Dike
and Pumped Diversion
r
r�1
i`
S2 - Impact 4 -Temporary
/;�20 If, Impervious Dike
and Pumped Diversion
T I—. w �_M 9- M_. - I 1 00" a
S1 -Impact 3 -Temporary
\ lihp�pl 10 If, Impervious Dike
and Pumped Diversion
\1
Legend i \ S3 - Impact 5 - Permanent
Project Corridor ;Ssl'N i 15If, Pipe Replacement/Extension
Fr
Proposed Storm Water Pipe 1� `
^� Proposed CulvertsIS1 - Impact 1 - Permanent - No Net Loss
Proposed Constructed Riffle
230 If, Stream Rehabilitation/Natural Channel Design
.�° Proposed Log Sill Reshape Channel, Rock -Toe Protection, l Constructed Riffles, Log Sills, Bank Stabilization
Proposed Utility Relocation and Riparian Planting, Installation of Conspan
f Proposed Bank Grading � I� lvo Planting of Shade -Tolerant Vegetation Along Banks
r ' _
Proposed Grading MOW7�`,
Stream (Potentional Non -Wetland WoUS) �f 0 100 200
50-ft Stream Buffer 10119 I'1 1114 Feet
�
Figure 5a: Proposed Conditions
High Point University
Kimley >)) Horn Panther Drive Relocation
High Point, Guilford County, NC
January 2020

ii
PERMIT PLANS for
PANTHER DRIVE RELOCATION
HIGH POINT UNIVERSITY
HIGH POINT, NORTH CAROLINA
JANUARY 1512020
s
it G J PROJECT
LOCATION
S
In
z GUILFORD
AVE
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VICINITY MAP
NOT TO SCALE
PREPARED IN THE OFFICE OF:
Kimley)))Horn
OWNER: ENGINEER: SURVEYOR:
HIGH POINT UNIVERSITY
KIMLEY-HORN AND ASSOCIATES, INC.
1 N UNIVERSITY PKWY
200 SOUTH TRYON STREET, SUITE 200
HIGH POINT, NC 27262
CHARLOTTE, NC 28202
PHONE [phone]
PHONE [phone]
CONTACT: STEPHEN POTTER CONTACT: JAKE MASCHOFF, P.E
Sheet Index
Sheet Sheet Title
Number
1
COVER SHEET
4
OVERALL PLAN AND KEY SHEET
6
TYPICAL CROSS SECTIONS
7 TO 10
CULVERT PLANS & PROFILES
12
VEGETATION NOTES AND DETAILS
D1 TO D2
HEADWALL DETAILS
`Not included in this set
JAMESTOWN ENGINEERING GROUP, INC.
PO BOX 365
117 E. MAIN STREET
JAMESTOWN, NC 27282
PHONE [phone]
CONTACT: DAN PRITCHETT, P.E., P.L.S.
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SHEET NUMBER
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11
it
VARIES* 4.0' 4.0' VARIES*
TIE TO TIE TO
EXISTING EXISTING
GROUND GROUND
STREAM SECTION 1
NOT TO SCALE
• SEE PLAN VIEW
STREAM SECTION 2
NOT TO SCALE
* SEE PLAN VIEW
VARIES* 3.0' 4.5' 4.0' 4.0' 4.5' 3.0' VARIES*
TIE TO TIE TO
EXISTING EXISTING
GROUND GROUND
STREAM SECTION 3
NOT TO SCALE
* SEE PLAN VIEW
VARIES* 3.5' 3.5' VARIES*
TIE TO
TIE TO EXISTING
EXISTING GROUND
GROUND
TRIBUTARY SECTION 4
NOT TO SCALE
* SEE PLAN VIEW
VARIES* 2.0' 12.0' VARIES*
TIE TO TIE TO
EXISTING EXISTING
GROUND GROUND
-------- 37.1- - - - - - - -
EXISTING GROUND
EXISTING GROUND �. >
TRIBUTARY SECTION 5
NOT TO SCALE
* SEE PLAN VIEW
10' WIDE GREENWAY SECTION 6
NOT TO SCALE
' SEE PLAN VIEW
EXISTING GROUND
EXISTING GROUND
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ST. SS
(SIZE
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( SIZ
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821
821
10+00
11+00
12+00 13+00
PROFILE - CULVERT A
Hor. Scale:l"=20'
Vert. Scale: 1"=2'
14+00 15+00
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QOOO^� \ SEE SHEET 9 \ GRAPHIC SCALE IN FEET
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\ Op \ POSED GREENWAY \ \ \ \
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840
PVI STA:31+10.90
- PVI ELEV:829.2]
AD:2.56%
PROPOSED GRADE Ci
yt N c FOR PANTHER � I
r DRIVE OV LOW POINT E- 827.16
?� <'+ LOW POINT 33-06. +85.02
3 M m m PVI 6TA:33+06.25
Q 3 O PVI ELEV:827.10
F O > F 3 i> A0:5.10%
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PVI STA31+81.28
PVI ELEV:82].4]
AD:2.26%
PVI STA:33+]3.93
PVI ELEV:830.34
ADA.51%
K:15.65
40.00' VC
R
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50.00' VC
K:10.20
46.01' VC
R
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835
835
CULVERT B
830
EXISTING GRADE-
_----
12'W X 9'H RCBC@0.30%
i�
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PTH UNKNOWN)
(TO EXIST.
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AOVED) DEPTH UNKNOWN
825
\ /
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(SIZE AND D
A
824
(SIZE AND DEPTH
EXIST. GAS
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EXIST. 36" RCP, DEPTH UNKNOWN
(TO BE REMOVED) PROP.
6" RCP
(SIZE
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IZE AND DEPTH U
KNOWN
824
�
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30+00
31+00
32+00
PROFILE - CULVERT B
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Vert. Scale: 1"=2'
33+00
34+00 35+00
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TYPICAL SECTION 5,
i SHEET 5END CONSTRUCTION
PROPOSED TRIBUTARY—
STA:22+18.39'
7
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4
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825
_._
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_._ _._
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825
WELL GRADED MIX OF CLASS B,
RIP RAP, AND CHANNEL MATERIAL
820
820
20+00
21+00 22+00 22+50
PROFILE - CULVERT C
Hor. Scale:1"=20'
Vert. Scale: 1"=2'
141
GRAPHIC SCALE IN FEET
0 10 20 40
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PROFILE - PROPOSED PANTHER DRIVE AT
CULVERT A AND B
PROFILE - PROPOSED PANTHER DRIVE AT CULVERT C
Hor. Scale: 1"=20'
Hor. Scale: 1"=20'
Vert. Scale: 1"=2'
Vert. Scale: 1"=2'
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PROPO
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/
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ezo
azo

WOODY VEGETATION - LIVE STAKING (ZONE A)
COMMOM NAME
BOTANICAL NAME
SPACING
SILKY WILLOW
SALIX SERICEA
24" O.C.
SILKY DOGWOOD
CORNUS AMOMUM
24" O.C.
ELDERBERRY
SAMBUCUS CANADENSIS
24" O.C.
BUTTON BUSH
CEPHALANTBUS OCCIDENTALIS
24" O.C.
CONTRACTOR TO USE A MINIMUM OF 2 SPECIES WITH NO ONE SPECIES >50% OF TOTAL STAKES.
CONTRACTOR TO INSTALL A TOTAL OF TWO ROWS OF LIVE STAKES ALONG THE TOE OF THE PROPOSED BANK GRADING.
LIVE STAKES ARE 1/2" TO 2" IN DIAMETER AND V-TIN LENGTH
TUBELINGS -10' ON CENTER (ZONE B)
COMMOM NAME
BOTANICAL NAME
PERCENTAGE
TYPE
SILKY DOGWOOD
Corms amomum
10
TUBELING
SPICEBUSH
Linder¢ bemoin
10
TUBELING
RIVER BIRCH
Betula nigm
10
TUBELING
WILLOW OAK
Qwmw phellos
20
TUBELING
SYCAMORE
Plant— occidentalis
10
TUBELING
SHAGBARK HICKORY
Carya omta
5
TUBELING
YELLOW POPLAR
Liriodendron tulipifem
10
TUBELING
PERSIMMON
Diospyros virgiana
5
TUBELING
BLACK GUM
Nyssa sylmntica
10
TUBELING
SWAMP CHESTNUT OAK
Qwmw michauxii
10
TUBELING
SHADE MIX (ZONE A IN CULVERT)
COMMOM NAME
BOTANICAL NAME
PERCENTAGE
TYPE
SWEET PEPPERBUSH
CLethm, alnifolia
5
TUBELING
PAWPAW
Asimina biloba
5
TUBELING
DOGHOBBLE
Leucothoe Ibntanesiana
5
TUBELING
CHRISTMAS FERN
Palystichum wmstichoides
20
HERBACEOUS PLUG
NETTED CHAIN FERN
Woodv rdia amolata
15
HERBACEOUS PLUG
VIRGINIA CHAIN FERN
Wood—ldia. virginica
20
HERBACEOUS PLUG
BLUE PHLOX
Phlox divartcate
15
HERBACEOUS PLUG
JEWEL WEED
Impatiens capenis
15
HERBACEOUS PLUG
RIPARIAN SEED MIX (30 Ibs/acre) (ZONES A AND B)
COMMOM NAME
BOTANICAL NAME
PERCENT MIX
BLACKEYED SUSAN
Rudbeckia, hirta.
25
SOFT RUSH
Juncos effuses
15
DEERTONGUE
Panicum clandestinum
10
PARTRIDGE PEA
Chamaecrista. fasciculata
10
PENNSYVALNIA SEDGE
Carex pensyvanica
5
RIVER OATS
Chasmanthium latifolium
5
BROOMSEDGE
Andmpogon virginicus
5
GOLDEN TICKSEED
Comopsis timtoria.
5
LITTLE BLUESTEM
Schizachyrium scoparium
5
SWITCHGRASS
Panicum virgatum
5
SIDEOATS GRAMA
Bouteloua curtipendvla
10
GENERALNOTES
1) ALL DISTURBED AREAS SHOULD BE
RAKED/ROUGHENED (A MINIMUM OF 5"), TOP SOIL
ADDED, SEEDED (PERMANENT AND TEMPORARY),
STRAWED, AND THEN COVERED WITH EROSION
CONTROL MATTING (C700 OR APPROVED EQUIVALENT)
PER THE MANUFACTURERS RECOMMENDATIONS. ONCE
THE MATTING IS DOWN INSTALL THE LIVE STAKES
AND TUBELINGS THROUGH THE MATTING.
2) O.C. = ON —CENTER
3) IF DROUGHT CONDITIONS EXIST THE CONTRACTOR
WILL WATER THE INSTALLED VEGETATION WITH WATER
FROM THE CREEK TO ENSURE 85% SURVIVAL AT THE
END OF THE 1—YEAR WARRANTY PERIOD.
4) APPLY TOPSOIL/COMPOST MIX 1.5" ON GRADED
CHANNEL BANKS IN ZONE A.
5) APPLY 2,000 LB/ACRE STRAW ANCHOR STRAW BY
TACKING, WITH MATTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
6) RESEED AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE PER SECTION 6.10 OF NCDEQ
EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
ZONE B ZONE A 11 ZONE A ZONE B
FLAt"UD
_
UPPER BANK
LOWER
BANK
LOWER
BANK
UPPER
BANK
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
10
U
¢
O
U
z
GROUND
.�
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D2

Action ID Number: SAW-2018-02175
Permittee: High Point University, (Attn: Stephen Potter)
County: Guilford
Project Name: High Point University / Panther Drive relocation / Northwest Campus Study Area / High
Point / Guilford County / institutional
Date Verification Issued: 02/24/2020
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
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 Corps 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

Determination of Jurisdiction:
A. ❑ There are WATERS on the above described project area that may be 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 Corps 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 Corps 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 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 8/30/2019. Action ID: SAW-2018-02175.
Date:2020.02.24
I
Corps Regulatory Official: CJ 16:22:40-05'00'
David E. Bailey
Date of JD: 11/7/2018 Expiration Date of JD: Not Applicable