20000597 Ver 2_USACE Permit_20201116

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01185 County: Guilford U.S.G.S. Quad: NC -Greensboro
GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Corinth Village Partners, LLC
Attn: Kve Bunker
Address: 3608 West Friendly Avenue, Suite 202
Greensboro, NC 27410
Size (acres) —49.6 Nearest Town Greensboro
Nearest Waterway UT to Little Alamance Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.029021,-79.756933
Location description: The project area includes additional phases to the existing Corinth Village residential development,
including one phase west of the western terminus of Wilpar Drive, and the other in the northeastern quadrant of the
intersection of Neese Road and Renard Road, in Greensboro, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 81 linear feet
of stream channel (60 linear feet are considered a loss of waters of the US) and 0.24 acre of riparian non-riverine wetlands,
and the temporary discharge of fill material into 36 linear feet of stream channel and 0.03 acre of riparian non-riverine
wetlands (permanent conversion from forested to herbaceous wetlands), necessary for the installation of access and
infrastructure (three road crossings, two sewer crossings, and lot fill) for additional nhases of the Corinth Village residential
development.
Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
REMARKS: See also the NWP 14 and 26 verification dated 4/28/2000 for an earlier phase of the Corinth Village single and
complete proiect (note: only the impacts authorized via NWP 26 were constructed).
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 11/4/2020, and the enclosed plans "Corinth Village Phase 5 Site Plan", Drawing
Numbers 1.0, 2.0, and 3.0. 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 (CAMA), 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.Bailev2(&usace.armv.mil.
Corps Regulatory Official: Date: 2020.11.1615:51:06-05'00' Date: 11/16/2020
Expiration Date of Verification: 03/18/2022

SAW-2020-01185
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
2. Temporary discharge of excavated or fill material into wetlands and streams will be for the
absolute minimum period of time necessary to accomplish the work, and such authorized
crossings will be restored per the following:
a. In wetland areas where sewer installation via trenching is authorized, wetland topsoil must
be segregated from the underlying subsoil, and the trench returned to pre -disturbance
grade and contour with the top 6 to 12 inches of the trench backfilled with topsoil from the
trench. All authorized temporary wetland impacts must be re -vegetated with a regionally
appropriate wetland or riparian seed mix.
b. All authorized temporary stream impacts must be returned to pre -disturbance grade and
contour using the native stream bed materials.
3. Please note that future impacts and/or phases of the Corinth Village residential development and
related activities associated with Corps Action IDs: SAW-2000-20928 and SAW-2020-01185 may
be considered part of a single and complete project; these impacts may be considered cumulative
with impacts permitted during earlier phases with respect to compensatory mitigation and
Nationwide Permit thresholds. Current cumulative impacts to aquatic resources considered a
permanent loss of waters for this single and complete project include 60 linear feet and 0.03 acre.
Date: 2020.11.16
15:50:45-05'00'
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Date: 11/16/2020
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 http://cop2smilpu.usace.gM.mil/cm_abex/Pp=136:4:0.
Copy furnished:
Sean Clark, Sage Ecological Services, Inc., 3707 Swift Drive, Raleigh, NC 27606
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Compensatory Mitigation Responsibility Transfer Form
Permittee: Corinth Village Partners, LLC (Attn: Kye Bunker) Action ID: SAW-2020-01185
Project Name: Corinth Village / Greensboro / Guilford County / residential County: Guilford
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.27
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.39
Mitigation Site Debited: RES - Cape Fear 02 Umbrella Mitigation Bank - Cloud & Banner Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
• A letter from RES, confirming they are willing and able to accept the applicant's compensatory mitigation
responsibility, dated 9/25/2020 was included with the preconstruction notification.
• The wetland credits required correspond to 0.15 acre of impacts at 1:1 and 0.12 acre of impacts at 2:1.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: [e-mail]. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Date: 2020.11.16
15:50:27-05'00'
USACE Project Manager Signature
11/16/2020
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

LaBeLLa
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200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
939 Burke Street, Suite H
Winston-Salem, NC 27101
704-560-8514
C#0430
labellapc.com
T T T
© 2020 LaBella Associates
Corinth Village
PHASE 5
SITE PLAN
Cluster Subdivision
Address:
Phase 5: 2400 YY Wilpar Drive
Gilmer Townships - Guilford County
Greensboro, NC
OWNER/DEVELOPER:
Leoterra Development
Mr. Buddy Lyons, President
3608 W Friendly Avenue, Suite 202
Greensboro, NC 27410
[e-mail]
(336)-671-1858
ENGINEER:
Paul Stimpson, PE
LaBella Associates, P.C.
[e-mail]
[phone]
939 Burke Street, Suite H
Winston-Salem, NC 27101
NO: DATE:
DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190253
DRAWN BY:
KCG/BWS
REVIEWED BY:
PAS
ISSUED FOR:
PERMITTING
DATE:
7/23/20
DRAWING NAME:
OVERALL WETLAND
IMPACT MAP
DRAWING NUMBER:
100

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-� 4I-----1 -� I----- �
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AD ELEV. ` IMPACT 1
756.00 '\ ROAD FILL WETLAND IMPACT = 0.04 AC
/ -P ZIP I
-------- I I I I `l
AD EL
,/ �� Z / / �r J I �f� ?;�:PI/
) �� m
175s.7 // /// I I // i J� ........
I
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IMPACT 1 aAD ELEV. 760 I I I I I L \
STREAM IMPACT = 60 LF 59.0E
\ FES id
\ \ �� x {• ' ` / / PAD ELEV.
CLASS I RIP RAP \1-7
J \ \ C / 760.0E / I I ) % I I m I I [ill' CLASS B STONE
7.5' W x 16' L x 18.5' W \ `°o� / t. \ / \/ , _ l /1 PAD ELEV I I I I I I I I / - _ _ CROSS PIPE(S)
27" THICK (TYP) ` \ / \` s \ \ �/ / 43 759.0% I I P ELEV 758 - ' , Z ' I I I I I / FILTRATIQN ll r
v
O 7/ I ........ :.: i / 38 ( m 1 I 1 i I I I GEQTEXTiLE VAR.
' �� �-- \ � l J J Ao I 4 •• � \ � .:. / / � � � / 42 I / I •�••
\ \ \ l I ?36 �60 I PAD ELEV I I 1 I PAD ELEV.
IMPACT 2 '� I l `6L $ �� 770.0E r 772.0E I 1
�) IMPACT 3 ROAD FILL WETLAND IMPACT = 0.04 R.I I �I O I I PAD ELEV.CL_" �S/ / I I I I PAD ELEV. I 1 772.04
ENDWALy#1/ SEWER INSTALLATION IL KIOK 772.0E
WETLAND IMPACT = 0.03 AC
-
_
STREAM IMPACT =16LF �� -\ \ \ �Y I I / / I 1 �, I I I 35 I / f TEMPORARY CULVERT EQUIPMENT CROSSING
PROP.R/W I I T �+ _____ } 1 I J - / Ilk-
/ I EXISTING jj / \ START WALL @ 0+00.00
��s l STREAM` `:i \ / TW = 752.00'
LBW=750.91'
P O
\A�tP \ :d` '.•):• ; \ TW = 754.00'WIj + - - - - -
BW = 747.06' DRIVE
k ` `� : -•;-•;-•r-:: •- -' ••:•:-:. - TW = 756.00' ��� � • • • : ss � s ss ( U,BS IC R/W) �, •-•_� - � ¢ - - - � - / /� \
.•1' / BW = 745.39' . / / /
\� IMPACT 3 AD ELEV. / :.:: - - - - ss ss o �- r
vo SEWER INSTALLATION760.0E / / �/ / \� I / " : / / ` - - - ss SS s s ( S s 766.4
s ZONE 1 IMPACT = 1,29E SF / / / ss
\, \ ZONE 2 IMPACT =606 SF
TW = 758.00'
57. BW = 744.28' /
•- • TW = 757.00' / - I l I \
� J / AD ELEV. I I - I\ 5 � � \
;-;6= 7z1' \\ / / 759.0o I I I 1 I
\ ;:;� TW = 757.00' \ \ / / 10 / / I I 1 /r / I I I- - - I I I / I ) ,, \ \ CONTRACTOR TO PROVIDE CURLEX I
iP t:::• :•.::= '
EXCELSIOR MATTING (OR APPROVED
PAD EL EE I I - I- _ EQUIVALENT) ACROSS ENTIRE LENGTH AND
:::: 759.0E
i \ ::{ 1 / / / / ) I 758.0. I I PAD ELEV. I l -t7 62.0� ELEV' I I 15 770.0E PAD ELEV. I c `� I / r j I \ WIDTH OF ALL SLOPES 3H:1V AND STEEPER
I I I I W I / f i I ` f \
PAD ELEV.
IMPACT 4
:�. I II .I�I ( I\(f J ---__ 771./0E
rw = 7ss.zr LOT FILL WETLAND IMPACT = 008 AC 76800/ �r/7673�03 � I1 1 IPAD ELEV.
IMPACT 3 BW = 745.29' 767.0E
SEWER INSTALLATION
STREAM IMPACT=LF` 32 11 \
\
\
I 1 \
i BYPASS PUMPING TW_ 753.23'
\ \ STREAM IMPACT = 20 LF BW` 744.81' f: ' ' I J ) I I I I + I f - - - - - J
\\n�( PAD ELEV.
769.0E '
f
/ / [ TW = �74.77
' Bw = 7a4.00oo PAD ELEV. J l \
I / I
210 LF SEGMENTAL TW = 745.92' j .: -� „ / / I I / �� I I ` 769.0E / I
BLOCK RETAINING WALL C`� { f \ BW = 743.31' m 4 I CLASS I RIP RAP I ` I I / I } J \ `J`
J \ \ \ � ' .. / \ % I I 27NTH THICK(TYP)
W � I i � % � -Robe - -•-rt- - - - I _ -� � I S / - - - - - - � ES-4 y \\ ( � Use.•
\ \ �� END WALL @2+10.00 \/ ) ( ) I ---I i -L`-- - �^ i --_
30TON'ts I TW=744.50' 1\\ -------___- / I ( _\\
M 6 ` BW = 743.50' ZD r
1 � � �s� \ < - I I Use: Residential O o
CLASS I RIP RAP r \ I / I I T 29T7 I ti 1-/ -� I I TEMPORARY SEDIMENT BASIN) /
2' W x 6' L x 2' W I I I I 17 PAD ELEV. I I / AD ELEV. f T
\ � 1 27" THICK (TYP) I , I I I 767.00 I n / 768.00 / / I 1 f
TEMPORARY SEDIMENT BASIN L / I
\ \ \ O EXISTING 8" SANITARY SEWER - _ m m I
\ \ \ EXISTING STREAM TOP OF BANK - - _ J
- i- _ I GEOTEXTILEHIGH TENSILE IMPERVIOUS
FABRIC
PAD ELEV. / / / EXISTING STREAM
�` I I \ \ 767.0E i/ J / / CHAEXCANNEL (DO NO
\ \ �S- / / / J / _ EXISTING CHANNEL
\ � PAD ELEV. � / \ / / 28 / _ sAND Bncs
\ \ 3SS �3 3SS- \ 18 766.0E / / O / I / ^ o OR BANKS
\vv�� 1 \ o SUITABLE FILL
I I- }
730
-0+50 0+00 1 +00
SANITARY SEWER CROSSING PROFILE
1"=40'
2+00
ASS �y
ASS \ \ 1 X,
\PAD ELEV__
\ \ t \ 60.0E AD ELEV. i
GRASSED EMERGENCY \ I \ \ �\ 19 ` \ 765.00 r
SPILLWAY- 14' WIDE ` ^ \ /
27
PAD/EIZEV I l %
END WALL @ 2+79.00
TW - 743'
BW 742'
\
L
I
\
\ \
\\
\ PAD ELEV,
I 1
4
753.21
)
PROP. 279 LF
\ RETAINING - WALL
�
1\
�em
5k
PAD ELEV` / AD ELEV.,
{ / / 15 \ \ 753.00 \ / 754.0E
� \\� \1 \
I \ Y
740XX
1
START WALL @ 0+00.00
1 TW = 735' \
BW = 72 P
730
3+00
40 0 20 40 80
( IN FEET)
1 inch = 40 ft.
RRAD ELEV.
I 763.00 /
25 PAD ELEV. / -
�' 758.00 J /
\ \ \ ass \ 'x
24
\\ PAD ELEV.
\ 75§.00
\v O
o \ �^ /
IMPERVIOUS
SEDIMENT
DIKE
� J
AMA dl
1 �
ENERGY DISSIPATION 1
(RIP -RAP OR ` \
SANDBAGS)
PLAN VIEW
APPROVED DEWATERING
DEVICE
PUMP
INTAKE HOSE
DISCHARGE HOSE
STREAM DIVERSION PUMPS
A SUCTION (INTAKE) HOSE
FLOW SUMP
® SANITARY HOLE
SEWER MAIN
/ DEWATERING
✓ \\ \ y DEVICE
NOTES:
J 1. ANCHOR ALL PUMPS AND PIPES SECURLEY.
A 2. WORK AREA SHALL NOT EXCEED THE AREA THAT CAN
BE COMPLETED IN ONE DAY.
/
PROJECT
A
IMPERVIOUS \_ TOP OF
I CLEAN WATER BANK
DIKE.(SAND
BAGS)
z
WORK
AREA nl
BASE FLOW +1'
/ TEMPORARY SEDIMENT BASIN
SECTION (Z) - QA
SECTION OF DIKE
/
\
a \
SIDE VIEW OF SANDBAG DIKE
BYPASS PUMPING DETAIL
CLASS I RIP RAP
2'Wx6'Lx2'W
NOTES:
-/ 27" THICK TYP
(TYP)
_
-`
1 . PUMP AROUND DIKES SHALL NOT BE PLACED OUTSIDE OF THE DISTURBED
J \
L
IMPACT LIMITS SHOWN ON THE PLANS.
17
2. INSTALL PUMP -AROUND DIVERSION AND DEWATER THE CONSTRUCTION ZONE
THROUGH THE DEWATERING DEVICE. THE CONTRACTOR SHALL STAGE THE LIMITS OF
PUMP AROUND FLOW DIVERSION TO DEWATER ONLY THAT SECTION SCHEDULED FOR
THAT DAY'S WORK. AT THE END OF EACH DAY THE WORK AREA SHALL BE STABILIZED,
THE PUMP AROUND DEVICE REMOVED, AND FLOW SHALL BE STABILIZED, THE PUMP
AROUND DEVICE REMOVED, AND FLOW RESTORED TO THE CHANNEL. WORK SHALL BE
COMPLETED ONLY DURING PERIODS WHEN DRY WEATHER IS FORECASTED.
---------------
� III III I
EXISTING
STREAM
CHANNEL
CROSS SECTION
NOTES
1.PREPARE THE CHANNEL AND BANKS FOR INSTALLATION.
A. REMOVE ALL DEBRIS FROM STONE DIKE LOCATION.
B. REMOVE ALL SHARP ROCKS AND ROOTS TO AVOID PUNCTURES.
C. DO NOT EXCAVATE THE EXISTING CHANNEL OR BANKS.
2. PLACE HIGH TENSILE IMPERIOUS FABRIC CENTERED OVER THE
PROPOSED DIKE. USE ENOUGH FABRIC OVER THE DIKE TO MAKE IT
IMPERVIOUS.
3. ROLL FABRIC OVER THE SANDBAGS TO FORM THE DIKE. THE TOP
LAYER IS ROLLED FROM THE UPSTREAM TO DOWNSTREAM DIRECTION.
4. INSPECT FOR LEAKS REGULARLY AND REMOVE DEBRIS.
IMPERVIOUS DIKE - SANDBAGS AND
NTS IMPERVIOUS FABRIC
UTILITY LEGEND
EXISTING WATER
EXISTING SAN. SEWER
PROPOSED WATER
PROPOSED SAN. SEWER
EXISTING STORM
PROPOSED STORM
W
W
W W
ASS �
EROSION CONTROL LEGEND
TEMPORARY SILT FENCE
TEMPORARY DIVERSION BERM Tg�TE>
LIMITS OF DISTURBANCE
TEMPORARY SLOPE DRAIN �-
STONE OUTLET
INLET PROTECTION El
ENERGY DISSIPATOR
LaBeLLa
Powered by partnership.
939 Burke Street, Suite H
Winston-Salem, NC 27101
704-560-8514
C#0430
labellapc.com
T T T
L- O
@ 2020 LaBella Associates
Corinth Village
PHASE 5
SITE PLAN
Cluster Subdivision
Address:
Phase 5: 2400 YY Wilpar Drive
Gilmer Townships - Guilford County
Greensboro, NC
OWNER/DEVELOPER:
Leoterra Development
Mr. Buddy Lyons, President
3608 W Friendly Avenue, Suite 202
Greensboro, NC 27410
[e-mail]
(336)-671-1858
ENGINEER:
Paul Stimpson, PE
LaBella Associates, P.C.
[e-mail]
[phone]
939 Burke Street, Suite H
Winston-Salem, NC 27101
NO: DATE:
DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190253
DRAWN BY:
KCG/BWS
REVIEWED BY:
PAS
ISSUED FOR:
PERMITTING
DATE:
7/23/20
DRAWING NAME
WETLAND IMPACT
EXHIBIT
DRAWING NUMBER:
2mO

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ElPowered by partnership.
939 Burke Street, Suite H
Winston-Salem, NC 27101
704-560-8514
C#0430
labellapc.com
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© 2020 LaBella Associates
Corinth Village
PHASE 5
SITE PLAN
Cluster Subdivision
Address:
Phase 5: 2400 YY Wilpar Drive
Gilmer Townships - Guilford County
Greensboro, NC
OWNER/DEVELOPER:
Leoterra Development
Mr. Buddy Lyons, President
3608 W Friendly Avenue, Suite 202
Greensboro, NC 27410
[e-mail]
(336)-671-1858
ENGINEER:
Paul Stimpson, PE
LaBella Associates, P.C.
[e-mail]
[phone]
939 Burke Street, Suite H
Winston-Salem, NC 27101
NO: DATE:
DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190253
DRAWN BY:
KCG/BWS
REVIEWED BY:
PAS
ISSUED FOR:
PERMITTING
DATE:
7/23/20
DRAWING NAME
WETLAND IMPACT
EXHIBIT
DRAWING NUMBER:
3mO

Action ID Number: SAW-2020-01185 County: Guilford
Permittee: Corinth Village Partners, LLC (Attn: Kye Bunker)
Project Name: Corinth Village / Greensboro / Guilford County / residential
Date Verification Issued: 11/16/2020
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, including wetlands 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, 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:
Basis For Determination: See the preliminary Jurisdictional Determination form dated 11/16/2020.
Remarks: None.
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 jurisdiction determinations as indicated in B and C
above).
If you object to this determination, you may request an administrative appeal under Corps 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
Atlas: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. SHANNINgUSACE.ARMY.MIL
In order for an RFA to be accepted by the Corps, the Corps 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 Not applicable.
**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: 2020.11.1615:49:25
Corps Regulatory Official:
-05'00'
David E. Bailey
Date of JD: 11/16/2020 Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Corinth Village Partners LLC Attn: K e Bunker),File Number: SAW-2020-01185
Date: 11/16/2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPenuits.aspx
or the Corps regulations at 33 CFR Part 331.
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 Corps of Engineers 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 Corps of Engineers 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.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps 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 Corps of Engineers
Administrative Appeal Process by completing Section II 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 Corps 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 Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 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 Corps 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 Corps 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.
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
MR. PHILIP A. SHANNIN
Attn: David E. Bailey
ADMINISTRATIVE APPEAL REVIEW OFFICER
Raleigh Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
3331 Heritage Trade Drive, Suite 105
ATLANTA, GEORGIA 30303-8803
Wake Forest, North Carolina 27587
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN a,USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers 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 opportum to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered 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]