20070191 Ver 3_USACE Permit Mod_20211123

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
November 23, 2021
Regulatory Division
SUBJECT: Action ID SAW-2015-01762 Permit Modification Request
Mr. Rudy Newell
Development Solutions BRY, LLC
516 North West Street
Raleigh North Carolina 27603-1308
Dear Mr. Newell:
:fl ; 'or}; i�?enf_a. Quality
Received
NOV 2 9 2021
W°inston_Scicm
Regional Office
On October 26, 2017, the Department of the Army issued a permit to Development
Solutions BRY, LLC for the grading and placement of fill material in 1,350 linear feet of
stream and 0.1897 acre of wetlands to facilitate the construction of Bryton-mixed use
residential development located in the northeast quadrant of the intersection of
Hambright Road and NC-116(Old Statesville Road) in the Town of Huntersville,
Mecklenburg County, North Carolina. A written request for a permit modification was
received on September 8, 2021, for an extension of the work deadline and the addition
of two new permittees based on certain project components being conveyed to these
parties.
have determined that the proposed project modifications described above are not
contrary to thepublic interest and are consistent with the 404(b)(1) Guidelines and
therefore, the DA permit is hereby modified. The additional authorized work shall be
completed in accordance with the attached drawings. All other conditions of the original
permit remain applicable. The permit is modified as described below.
1) Extension of the date for completion of work from August 10, 2022 to August 10,
2024.
2) Incorporate Ardmore Capital Group, LLC, D.R. Horton, Inc., and Development
SolutionsBRY, LLC as joint permittees under SAW-2015-01762. A description of
each permittee'sproject component as it relates to specific authorized impacts is
listed below.
(a) Ardmore CapitalGroup, LLC:
(i) Impact Number 6 for a proposed road crossing consisting of 122 linear
feet (permanent stream impact), 40 linear feet (temporary stream
impact), 0.004 acre (permanent wetland impact), and 0.0077 acre
(temporarywetland impact).

-2-
(b) D.R. Horton, Inc.:
(i) Impact Number 2 for a proposed road crossing consisting of 133 linear
feet (permanent stream impact), 67 linear feet (temporary stream
impact), and 0.048acre (permanent wetland impact);
(ii) Impact Number 4 for a proposed road crossing consisting of 41 linear
feet (permanent stream impact) and 41 linear feet (temporary stream
impact); and,
(iii) Impact Number 5 for a proposed road crossing and lot fill of 206 linear
feet (permanent stream impact) and 0.0349 acre (permanent wetland
impact).
(c) Development Solutions BRY, LLC:
(i) Impact Number 1 for a proposed road crossing and lot fill consisting of
179linear feet (permanent stream impact) and 0.095 acre (permanent
wetland impact);
ii) Impact Number 3 for a proposed sewer crossing consisting of 15 linear
feet (temporary stream impact);
iii) Impact Number 7 for proposed lot fill consisting of 122 linear feet
(permanent stream impact); and
iv) Impact Number 8 for proposed lot fill consisting of 401 linear feet
(permanent stream impact).
This approved modification should be attached to the original permit and will be
utilized for futurecompliance reviews of the project. All conditions of the original permit
remain applicable, and thenew expiration date is August 10, 2024. If you have
questions, please contact Mr. Bryan Roden- Reynolds at the Charlotte Regulatory Field
Office, telephone [phone].
FOR THE COMMANDER
Bryan Roden -Reynolds
2021.11.23 07:49:14
-45'00"
FOR M. Scott Jones, PWS
Chief
Asheville/Charlotte Regulatory Field Offices
Enclosures
cc (with enclosures):
NOAA/National Ocean Service
1315 East-West Highway
Room 7316
Silver Spring, Maryland 20910-3282

-3-
Dr. Ken Riley
National Marine Fisheries Service
Habitat Conservation Division
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Byron Hamstead
U.S. Fish and Wildlife Service
160 Zillicoa Street, Suite B
Asheville, North Carolina 28801
Mr. Todd Bowers
U.S. Environmental Protection Agency
Wetlands Protection Section — Region IV
Water Management Division
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jeffrey Poupart
NC Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1671
Ms. Sue Homewood
NC Department of Environmental Quality
Division of Water Resources
450 West Hanes Mill Road
Suite 300
Winston Salem, North Carolina 27105
Division of Coastal Management
N.C. Department of Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557
Dr. Pace Wilber
National Marine Fisheries Service
219 Fort Jackson Road
Charleston, South Carolina 29412-9110
Brantley White
Ardmore Capital Group, LLC
235 N. Edgeworth Street
Greensboro, North Carolina 27401

-4-
Marty Davis
D.R. Horton, Inc.
8001 Arrowridge Boulevard
Charlotte, North Carolina 28273
cc (via email) (with enclosures):
Aaron Shier - Boardman Land Partners
ashier(c�boardmanland.com

Exhibit A
Ardmore Capital Group, LLC or its assigns
Impact No. 6 Plan View -Proposed Road Crossing
Impact No. 6. Profile View -Centerline of Road Crossing

GRAPHIC SCALE
20'40
130'
mile"%smaim
TEMP.
IMPACT
(TYP.
COFFER DAM VW
PUMP AROUND
USED
iS"E., FIG 18)
•IMPACT #6
PROROSEDROAD
CROSSING (WETLAND).
±CL0040AC PER
±0.0077AC TEMP. (HATCH)
IMPACT FORHFADVVALL
INSTALLATION
IMPACT #6
PLAN VIEW - PROPOSED ROAD CROSSING
1 inch = 40 ft.
/— IMPACT #6
PROPOSED ROA CROSSING
(STREAM)
±i22LF PERM.,
t4OLF TEMP. (HATCH,
IMPACT FOR CULVERT
INSTAL. LATION
LINE CHANNEI
0R,1' EVATION
i:MTH WRAP ARMOR
FOR 20LF-LIPTRF AM
DOWN.S1REAM OF
CLII ;VERT(StE FIG 16
17,
NOTE: ALL TEMPORARY IMPACT AREAS WILL BE F?ElLIRNED TO PRE--CONS7RUCI7ON CONTOURS.
Biyton
rown of HUB (ersville, North Carolina
Drawn By 080
Enaineer PLM
Date: 07-26-2017
Scale: AS SHOWN -
Rev:
Figure: 10
R. Joc Harris & Associates, Inc.
Engineering • Planning • Management

r
PrDposed 42" RCP Culvert
1E761.64±
IMPACT #6
PROFILE VIEW - CENTERLINE OF ROAD CROSSING
Brytan
"uwri 01 I lurrtersv=i1ic, Not th Carolina
Drown .By: Dec
Engineer.• PLM
Date: 07-26-201
Scale: AS SHOWN
Figure: 11
R. Joe Harris & Associates, Inc.
f=:n;€ ire crirr � • Plantrin5 . Manauemeir

Exhibit B
DR Horton Inc.
Impact No. 2 Plan View -Proposed Road Crossing
Impact No. 2. Profile View -Centerline of Road Crossing
Impact No. 4 Plan View -Proposed Lot Fill & Road Crossing
Impact No. 5 Plan View — Proposed Lot Fill

COFr ER TAM tvt
PUMP ; ?O).:ND
T 6t USED
(SEE Fh(; 1,3) r.
GRAPHIC SCALE
o'
zo' so`
1 inch 40 ft
pRopoSED MECKLENI3URG
COUNTY GREENWAY TRAIL
5Q'SWIM [SUFFER (TYP
IMPACT #2
PROPOSED ROAD
CROSSING
(WETLAND)
±O.048OAC PERM.
LINE CHANNEL. TO
OFM/11 ELErVA T ION
WITH WRAP ARMO
FOR ?.CILF UPSTF)FAM
A DO`1'iN Ff EAM Qt
eaiLVER"s.�;SFI 'lan T6
7
fYPIGAL CULyER1
RAFFLE, iSEE:•F IG
t & 7)»
IMPACT #2
PLAN VIEW - PROPOSED ROAD CROSSING
NOTE ALL TEMPORARY IMPACT AREAS WILL
Bryton
Town of UuntCr1Ville. North (atolimi
Drawn 8 . DSO Date: 07--26-201 Rev:
E RETCURNED TO PRE - :UN TRUCT7
Engineer: PLM Sav/e: AS SHOWN Figure: 4
CONTOURS.
IMPAO
PROPOSED ROAD)
CROSSING (STREAM )
±133LF PERM.
±671_F' TEMP. (HATCH)
IMPACT FOR
RETAINING,
WALL/CULVERT`
INSTALLATION
N
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I ,ritlincertng • ('Ianniiw = Management

720
710
(00
Ft:PM-KA I:4 5, I I:iit-Pr4orcx,
Cant:foto 00)( Cuiwgt
lL_tigq.3711,
1900.2000.
HOR. SCALE:
60 0
f inch = 60ft.
VER. SCALE:
0
-00
:SO 60
22.00
6
IMPACT #2
PROFILE VIEW- CENTERLINE OF ROAD CROSSING
Bryton
Tuwit ul 1 luntersvitle, Not ill ("moth;
Drawn By DBG 1 Date: 07-26-201 Rev:
Engineer: PLM Scale: AS SHOWN 1 Figure: 5
R. .10c 1 lards &. Associates, inc.
Engineering • Pl-anning • Management

TEMP -
IMPACI
(TYP
RETAINING
WALL /rep:,
GRAPHIC SCALE
05 5O 00'
1 inch — 50 ft.
IMPACT #4
PROPOSED ROAD
CROSSING (STREAM)
±41LF PERM,
±44LF TEMP. (HATCH)
PA T FO N6
WALL INSTALLATION
IMPACT #4
PLAN VIEW - PROPOSED LOT FILL & ROAD CROSSING
NO FE: ALL TEMPORARY IMPACT AREAS WILL BE RETURNED TO PRE—CONSTRUC ION CONTOURS.
Blyton
ciwn ol Huntersville, North Carolina
Drawn 8 DE1G Date: 07-26--201 Rev:
Engineer: PUN Scale: AS SHOWN Figore: 8
R. J. w 14arris & Associates> Inc.
Enpnecring • Planning • Manag,Inent

r- •
k 0 F?
/fry
IMPACT #5 —1-
P1O.P9SED LOT "ILL.
• RAIVLSt WLT1ANli
F.,•±0.0349AC
•
GRAPHIC SCALE
0' 25' 50' 100'
1 inch = 50 ft.
RAPHJC SCA
25' 50'
IMPACT #5
PLAN VIEW - PROPOSED LOT FILL
Biyton
(.1( I1LilliES1k. 111111 Carolma
Drawn By 8 DBG I Date: 07-26-201: Rev:
Engineer: PLM Scale: AS SHOWN 1 Figure:
1
R. Joe I Tarris & ,,N,sociates. inc.
LoOfivcrini2. Pialming Managerneut

Exhibit C
Development Solutions BRY, LLC
Impact No. 1 Plan View -Proposed Lot Fill & Road Crossing (Completed)
hnpact No. 3 Plan View -Proposed Sewer Crossing (Completed)
Impact No, 7 Plan View — Proposed Lot Fill (Completed)
Impact No. 8 Plan View — Proposed Lot Fill (Completed)

11,\ApAcr#1
PROPOEF) LOT FILL...
ROAD CROSSING
'MEAN!) t 1 791:F
------77APHIC SCALE
0. 25' 50 100'
t inch 50 ft.
IMPACT #1
PROPOSED LOT El
& ROAD CRO5SIN
(WETLAND)
O:0950A0
PRO.V-)O-SE...r) IMECK.1 f2-41401-?.(3
C;744NAY TPAlt
IMPACT #1
PLAN VIEW - PROPOSED LOT FILL & ROAD CROSSING
loodit litnnersvilie, Norih Carolina
Drawn By: DBG
Engineer: PLM
Sc
Dote: 0' 26-201I Rev:
ate: AS SHOWN Haute:
R. Joe Harris & Associates. Inc.
Engineering • Planning • Nlanagemern

I''RQPOSEE) ME€;#CLENHURG
COUNTY G E'E NWAY 1"RAIL
COFfiER DAM V!
PUMP AROUND
TO 3E= USED
S€:E. PIG l8
50' SWIM BUFFER (TYP.) .
IMPAC T 3
PROPOSED SEWER
CROSSING (STREAM) ±15LF
(TEMPORARY) IMPACT FOR
SEWER INSTALLATION
MN
S I-R EAM
i.ri 111A'.AtkxN
F?OR.1Oi.I'
UPSTREAM �
Dw vx1SiRE::AASS
OF CR sI'
IMPACT #3
PLAN VIEW - PROPOSED SEWER CROSSING
NOTE: ALL TEMPORARY IMPACT AREAS WILL BE RETURNS,
Brvtc)n
lowIl }-hinters ille, North ('urolina
Drawn By l)BG1
Date: U7-26-101 Rev:
Errellneer. PLM Scale: AS
SHOWN Figure: 6
TO PRE —CONSTRUCTION CONSTRUCTION CONTOURS.
R. Jo 1-Iarri Associates. Inc.
i',Ii;?ineering • Planning • Management

.....0.1.11111MWarmeeteeme.
G RAPHIC
/IMPACT #7
PROPOSED LOT FIL i
(STREAM) t 122LF
RAM
WETLANDS
WETLANDS
IMPACT #7
PLAN VIEW PROPOSED LOT FILL
Bryton
Town of fluntasville, North Cart:Atha
Drawn By: DSG
Enciineer: PLM
Date: 07-26-2012
Scale: AS SHOWN
Rev. -
Figure: 1.3
R. Joe Harris & Associates, Inc
Engineefing • Planning • Management

lionvamemomemerwr
GRAPHIC SCALE
25' 50' 100'
111111111111111111.11111.11
1 inch 50 ft
STREAM:
PACT.#8
PROPO 0 LOT.F1LL.
EAM) ±403LF
40'
EEF
IMPACT #8
PLAN VIEW PROPOSED LOT FILL
Brvt()11
Fown eft 1-{ilf11(111,ilic, North Calolina
Drawn BY: DBG
Engineer: PLM
Date: 07-26-2017
Scale: AS SHOWN
Rev:
Figure: 14
R. Joe Harris & Associates. Inc.
Engineering • Planning • MallagCMCIT1