20221147 Ver 1_USACE Permit_20221017

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2022-01262 County: Buncombe U.S.G.S. Quad: Skyland
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Ambach Communities, LLC / Attn: Mark Ambach
Address: 740 Hibiscus Street
Boca Raton, FL 33486
Telephone Number: 561-322-9264
Size (acres):
Nearest Waterway:
River Basin/HUC:
41.86
UT to Line Creek
French Broad
Nearest Town: Boca Raton
Coordinates: 35.441570 -82.575006
Location description: The site is located at 2177 Brevard Road, in Arden, NC.
Description of projects area and activity: This permit authorizes placement of fill for a multi -family residential
development. Impacts to wetlands authorized total 0.017 acre.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP #29
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information dated
August 23, 2022. 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/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional 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/regional permit. If the nationwide/regional 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/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence
in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional 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.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Amanda Jones at 828-271-7980, ext. 4225 or [e-mail].
Corps Regulatory Official:
anda Jones
Expiration Date of Verification: March 15, 2026
Date: October 17, 2022

CESAW-RG-A 2022-01262
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: SAW -
Basis for Determination:
See attached preliminary jurisdictional determination form and Figure 3 (Delineation Map).
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. 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
Attn. Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
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.

CESAW-RG-A 2022-01262
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Issue Date of JD: October 17, 2022
Expiration Date of JD: N/A Preliminary JD
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 our Customer Satisfaction Survey located at:
https://regulatory.ops.usace.army.mil/customer-service-survey/
Copy furnished:
McGill Associates, PA / Attn: Jon Swaim (via email)

CESAW-RG-A 2022-01262
Action ID Number: 2022-01262 County: Buncombe
Permittee: Ambach Communities, LLC / Attn: Mark Ambach
Project Name: Creekside Community / NWP #29
Date Verification Issued: October 17, 2022
Project Manager: Amanda Jones
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.: Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 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 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

P:\2022\22.00105-AMBACHCOM-BREVARD RD DEV ELOPMENT\DRAWINGS\S
CREEKSIDE
COMMUNITY
AMBACH COMMUNITIES, LLC
mcijill
Marzozz
BUNCOMBE COUNTY, NORTH CAROLINA
VICINITY MAP
NOT TO SCALE
J
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcg illassociates.com
DRAWING SCHEDULE
Sheet Number
Sheet Title
G-001
Cover Sheet
CE-101
Exisiting Conditions and Demolition Plan Overall
C-101
Site Layout Plan Overall
C-102
Grading and Erosion Control Plan Overall
C-103
Stormwater Plan Overall
C-104
Underground Utility Plan Overall
CREEKSIDE COMMUNITY

mcgill
PIN 9633-34-6940
CHRISTINE A DINGIVAN
ZONING: R-2
USE: RESIDENTIAL
2290
EXISTING WETLAND
PROPOSED
PROPERTY LINE
/ PIN 9633-35-9182
URBANA CLIFFS RE LLC /
ZONING: R-2 /
USE: RESIDENTIAL
1111\1\\`\ \ 1\ / / / // / 1
I \ 1 \ 1 \ \ \ 1 \ I 1\ \ I
I 1 I \ \\ `\ \\ \\ \ \ \ \ 1
\I 1 1 II \V A A v v vv V v V 7/ / \ A
l I 11 \\ \\\ \` \ \\ \ \\ \ \ \ I\ / 1 / /
295°
IN 9 33-45-�130
E MA IS 2012 TRUST
J AN MATHI$I TRUST /
Z NING: 1Y 2 /
/ US/: RESIDENTIAL /
/
/ / i
/
/
' I
I
/J4PIN 96 T S LI 2I/ 5
EDM# L MATVIS L1VIN TRUST
SHE R/'YL M MATS LIVING TRUSIT
ZON: R-21
USE: IDENTIEL 1
/
/ /
0
sA e/
9
5.0 ACRE PARCEL TO
REMAIN OUTSIDE OF
PROJECT LIMITS
EXISTING WOODS
TO REMAIN
\
\_EXISTING WETLAND
I I
PROPERTY I
LINE (TYP.) I I
/ / I
//
,I /
EXISTING STRUCTURE
,--' TO BE REMOVED
/
( / /
/
PLAN
\N \ \ \
PIN 9633 L PRICE'3 \ 1
ROGER .PRICE \ \
ZONING:
0-4RICE \
EONING R�
USE: RESIDENTIAL \
1 /
EXISTING ROAD TO /
BE REMOVED /
EXISTING STREAM
/ \ \ \ 7 '\ \
• / 1 1 1 \I 1 1 \\ \ ` \ \ \ \ \\ \ 1
1 \ \ \ \
I \
/ / I / , I I , \ \ \ \ \ / I \ \ \
• / / / , I I 11 1/ \\ \ \ \ i ' /
Q. I
/ / \I AI AI A AI / 77 _
1 � / / / , f
\N \ 1 \\ / / / / / Imo— `I
I / /
1 \
/ / I / �� • / \ \ \
/ 4 \\ \ \\
I I / / 1
I
I II \\ /\
11 I 11 \ \\
/ / / II / ; 1 1 I /\ \ \\ \ 11 I I
--- -' , , / / I 1 \ \ \ I / I I
/ 1 /
I
I I
J / I I i i I
/ 7./ / / I
V
' / �I
/ I
\ \ 1
1 \
CLEAR EXISTING
WOODED AREA I I '\
PIN /9633 133-$6831 1
/ CWC/ DEVEL¢PMEI/IT LLL \ I\\
/ �1SE: R GGSIOEI�PI
AL I \ \ \
\7/ I I \\ \\ \ `�\ \
/ \ I\ `s, \\ `\ \ \\ \ \
I I \ \ • \\ \ \\ \ \ \\ \\
\ 1 1 / _ _ \\ \\ `\\ \
_ — 1 N \ \ \\ \ \ EXISTING WETLAND
/ / /
i ll
/
`�__- - PIN 9633-55-5370 0
` •
-SHAD LAUGHTER • /
\ \ KELLY N TER / 1
ZONING: NS / ,,
\ �OS6: COMMERCIAL / o
ry'
\ CLEAR EXISTING WOODED AREA--__
\ \ ___ __•\
7• �' \
\
/4?? \\
` EXISTING WOODS
TO REMAIN •
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcg i I lassociates. com
/ I
I
77
\ \
\ 1
\ \
1 I
O
DATE
DESCRIPTION
CREEKSIDE
COMMUNITY
AMBACH COMMUNITIES, LLC
BUNCOMBE COUNTY, NORTH CAROLINA
II i
L_______ /,
;------- _IT�_ /
/ 'I/ --
/ /
/
//
/ I
/
/'
/ I /
PIN 4633-54,9998 /
NJEIL G BISH
14ISTIE,K BISH
ZONING: NS /
OSE: RESIDENTIAL/
/ / /
/ /
/
/ /
/ I
/ I
/ I
tt
/ PIN 9633-54-9744
03p AV PROPERTY
HOLDINGS
/ ZONING: R-14tLG--
USE: RESIDENTIAL /
I CARMEN HERNANDEZ
ZONING: R-1
O USE: RESIDENTIAL
PIN 9633-54-9203
I JOSEPH ANTHONY RAPOSA
NING: 1
USE:ZORESIDENR-TIAL
' PIN 9633-53-5995
WILLIAM IRBY BRINSON'Jji.
FAYE R BRINSON •
ZONING: R-1 USE: RESIDENTIAL
ply 9633-53-962B
PICKY ROPERS
;ZONING: EMP
Ur: CON14ERCIAL
CLARIqL LLC
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R. WILL
1 DESIGNER
G. WOOD
REVIEWER
R. WILL
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
EXISITING CONDITIONS AND
DEMOLITION PLAN OVERALL
DATE
MAY 2022
IPROJECT.
22.00105
IFUNDING
N/A
SHEET
S, LLC - CREEKSIOE COMMUNITY

105-AMBACHCOM BREVARD RD DEVELOPMENT \DRAVANGS\SHEETS\22.00105- 2- SITE LAYOUT PLAN OVERALL.DNG PLOT DATE
PROPOSED 24' WIDE ASPHALT
ROAD WITH 24- CURB AND GUTTER
AT —GRADE WATER TANK
'SINGLE FAMILY HOME' (1 UNIT), TYP
35'
/ RADIUS
EXISTING STREAM
EXISTING WETLAND
mcgill
\ \
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcg i I lassociates. com
TOWNHOUSE 'A' (8 UNITS), TYP.
TOWNHOUSE 'C' (7 UNITS), TYP.
35'
RADIUS
TOWNHOUSE 'B' (6 UNITS), TYP.
20' SETBACK, TYP.
EXISTING WETLAND
PROPERTY
LINE (TYP)
3 STORY APARTMENT BUILDING 1
— 176 UNITS
— 320'x320'
PARKING LOT
LANDSCAPING AREA
(T1'P)
- TRASH COMPACTOR
AND RECYCUNG
ENCLOSURE #2
LARGE DOG PARK
'31,350 SF
COMMUNITY GARDEN AREA
PROPOSED EVERGREEN \
TREE (TYP.)
PROPOSED ROAD
CENTERLINE (TYP.)
SMALL DOG
PARK #1
10' WIDE BRIDGE ,
3 STORY APARTMENT BUILDING 2
— 80 UNITS
— 240'x180'
EXISTING STREAM
EXISTING WETLAND
MAILBOX CLUSTER
')
SMALL DOG
TRASH COMPACTOR
AND RECYCUNG
ENCLOSURE #1
PROPOSEDSIDEWALK (TYP.)
10' SETBACK (TYP.)
NO.
DATE
BY
DESCRIPTION
PROPOSED COMMON AREA
PROPOSED
RETAINING WALL
MAX HEIGHT: 9'
Le
SINGLE CAR GARAGE (TYP.)
TWO CAR GARAGE (TYP.)1
BIG HOUSE (10 UNITS), TYP._
SETBACK, TYP.
EXISTING WETLAND
BREVARD ROAD RIGHT TURN LANE IMPROVEMENT
MAIN ENTRANCE GATE HOUSE
BREVARD ROAD LEFT TURN LANE IMPROVEMENT
PARKING LOT
'I LANDSCAPING AREA (TYP)
0 II
CLUB HOUSE, POOL, AND GRILL AREA
iiiii''
—CLUB HOUSE — —POOL — 2,050 S—MAILBOXES INSIDE
I„„III (2) PICKLEBALL COURTS
I
CREEKSIDE
COMMUNITY
II
AMBACH COMMUNITIES, LLC
BUNCOMBE COUNTY, NORTH CAROLINA
SECONDARY ENTRANCE GATE HOUSE
100 0 50 100
200
GRAPHIC SCALE
DIVISION VALUE = 100 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R. WILL
DESIGNER
S. MEEKINS
REVIEWER
R. WILL
NAME AND LOCATION OF PROJECT:
CREEKSIDE COMMUNITY
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA28704
CURRENT PROPERTY OWNER:
THE WEST FAMILY LIMITED PARTNERSHIP
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA 28704
PIN NUMBER:
9633-44-7561
PROPOSED PROPERTY OWNER:
AMBACH COMMUNITIES LLC, A FLORIDA LLC
740 HIBISCUS STREET
BOCA RATON, FL 33486
ZONING DISTRICT: MAX BUILDING HEIGHT:
R-2 35'
PROPOSED USE: PROPERTY SIZE:
RESIDENTIAL 42.07 ACRES
PARKING REQUIRED CRITERIA:
CLUB HOUSE: 1 SPACE / 300 SF OF GFA
POOL: 1 SPACE( 140 SF OF POOL +I SPACE/EMPLOYEE
PICKLE BALL COURT: 2 SPACES / COURT
MULTIFAMILY: 1.75 SPACES / DWELLING
SINGLE FAMILY: 2 SPACES / DWELLING
TOWNHOMES: 2 SPACES/DWELLING
PARKING REQUIRED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
TOTAL REQUIRED
PARKING PROVIDED:
CLUB HOUSE. POOL. & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
ADDITIONAL SITE PARKING
TOTAL PROVIDED
PROPOSED BUILDINGS:
APARTMENTS
TOWNHOUSES
BIG HOUSES
SINGLE FAMILY
TOTAL PROVIDED
52 SPACES
105 SPACES
308 SPACES
140 SPACES
4 SPACES
329 SPACES
938 SPACES
32 SPACES
132 SPACES
308 SPACES
140 SPACES
4 SPACES
432 SPACES
31 SPACES
1,079 SPACES
256 UNITS
179 UNITS
60 UNITS
2 UNITS
497 UNITS
GROSS DENSITY (UNITS/ACRE): TOTAL OPEN SPACE AREA (ACRES(:
11.81 12.66
(PRE -DEVELOPMENT) TOTAL PERVIOUS AREA:
41.27 ACRES (1,832,569 SF)
(PREDEVELOPMENT)TOTAL IMPERVIOUS AREA:
0.80 ACRES (34,650 SF)
(POSTDEVELOPMENT)TOTAL PERVIOUS AREA:
23.24 ACRES (1,012334 SF)
(POST -DEVELOPMENT) TOTAL IMPERVIOUS AREA:
18.83 ACRES (820,402 SF)
(98.1%)
(1.9%)
(55.2 %)
(44.8%)
OWNERSHIP:
ALL UNITS TO BE LEASED.
PROPOSED ROADS WITHIN THE DEVELOPMENT TO BE PRIVATE INTERNAL ROADS.
FLOOD MAP INFORMATION:
THE PROPERTY LIES WITHIN ZONE X, 'AREAS OF MINIMAL FLOOD HAZARD,' PER FEMA FIRM
3700963300K EFFECTIVE JANUARY 6,2010.
ESTIMATED SCHEDULE:
PHASE I START/ END DATE: JANUARY 2023 / MAY 2024
PHASE 2 START/END DATE: MARCH 2024/ NOVEMBER 2025
MAINTENANCE PLAN:
STREETS. STORMWATER, WATER/SEWER SERVICES, COMMON AREAS, AND AMENITY AREAS
WILL BE OWNED AND MAINTAINED BY THE DEVELOPER.
SITE LAYOUT PLAN
OVERALL
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
DATE
MAY 2022
PROJECT#
22.00105
FUNDING#
N/A
SHEET
C-101

I , I
/ /
/
/ /
/// / /
�/ / / / /(-
/ / / I I //
/ / //
// TEMPORARY SKIMMER
/ ry1aa—' /SEDIMENT BASIN
/ /
1R3o'
/, --
/_— — , TEMPORARY SKIMMER
/ SEDIMENT BASIN
\\ "1 - 1\ \ PROPOSED SUPER \\
\\ \ \ SILT FENCE (TYP.) I
\ \ \ \ �� EXISTING WETLAND.
\)'�\
I I
`:\ \ \. \
\\ \
\ \
\\ \ \\
I I 1 II
I
\\ , \\ \ \ , I , II / \\\ ; I ; \\
II I I I 1I j / I 11
/ / \ PROPERTY
I / /LINE (TYP.) / , I \
/ /
_/ PROPOSED SUPER
SILT FENCE (TYPO' \
1. PIPE SHALL BE SLOPED TOWARDS
OUTLET AS INDICATED ON PLANS.
WRAP WASHED STONE MIN
NON -WOVEN FILTER FABRIC
ANS OVERLAP MIN. I'-0'
FILTER FABRIC MIRAFI
140N OR EQUAL (ALL
LOCATIONS)
FRENCH DRAIN
UPDATED MARCH, 2017
NOT TO veiF
/
\ /
/
0 '0 /
\`\ / I
- • ' / k'
▪ \ \ PROPOSED RETAINING WALL
�� \��— MAX HEIGHT — 9'
._.A—•—•-77�.a \ (/
\\
7
\\ w
\ �.
�, \
` 1
\ \\
/ \
/ EXISTING STREAM
/ I ; 1\ \\ \\ \
/ 1 I \\ \\ \\\\ \\ \ \
• \ 0 \ \ \ \ \
\ \ \•
\ EXISTING WETLAND
\ \\ \\ \\ \\• •\ \ \ \
\ \ \
\ 1 \ \\ \\
\\ \ \\ \ \\ \\ \\
/I I \\ \ \\\ \\ \\ \ \ \ \ \ \ \
/ " i \ vv vv v vv 1
/ \ \ PROPOSED
% / / 1 \SILT FENCE (TYP.)
\ \
/ 1 i 1 1 \ \ /
�'-- ,/' / / / •1 I A 1 `v
\\ --____ —� // / \ \ \ / 1 1'I
PROPOSED
TEMPORARY DITCH
INSTALL FRENCH CJRAIN
ALONG XISTING WETLAND IC/(SEE D TAIL SD-131,
EXISTING_ WETLAND -
— /
—7=
/
/
TEMPORARY SKIMMER
SEDIMENT BASIN ---
\
•
•
\ TEMPORARY CONSTRUCTION �
ENTRANCE \'
l- I \\
TEMPORARY SKIMMER — —
SEDIMENT BASIN ,
TEMPORARY SKIMMER
SEDIMENT BASIN
TEMPORARY CONSTRUCIION
ENTRANCE
,/ TEMPORARY SKIMMER
/ SEDIMENT BASIN
/
/
NAME AND LOCATION OF PROJECT:
CREEKSIDE COMMUNITY
2177 BREVARD ROAD
CURRENT PROPER, OWNER:
THE WEST FAMILY LIMITED PARTNERSHIP
PIN NUMBER:
9633-44-7561
PROPOSED PROPER, OWNER:
740 HIBISCUS STREET
ZONING DISTRICT: MAX BUILDING HEIGHT:
PROPOSED USE: PROPERTY SIZE:
RESIDENTIAL 42.07 ACRES
PARKING REQUIRED CRITERIA:
POOL: 1 SPACE / 140 SF OF POOL 1 SPACE / EMPLOYEE
PICKLE BALL COURT: 2 SPACES / COURT
MULTIFAMILY: 1.75 SPACES / DWELLING
SINGLE FAMILY: 2 SPACES / DWELLING
PARKING REQUIRED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
TOTAL REQUIRED
PARKING PROVIDED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
ADDITIONAL SITE PARKING
TOTAL PROVIDED
PROPOSED BUILDINGS:
APARTMENTS
TOWNHOUSES
BIG HOUSES
SINGLE FAMILY
TOTAL PROVIDED
52 SPACES
105 SPACES
308 SPACES
140 SPACES
4 SPACES
329 SPACES
938 SPACES
32 SPACES
132 SPACES
308 SPACES
140 SPACES
4 SPACES
432 SPACES
31 SPACES
1,079 SPACES
256 UNITS
179 UNITS
60 UNITS
2 UNITS
497 UNITS
GROSS DENSITY (UNITS/ACRE): TOTAL OPEN SPACE AREA (ACRES):
11.81 12.66
f PRE -DEVELOPMENT) TOTAL PERVIOUS AREA:
41.27 ACRES (1.832.569 SF)
f PRE -DEVELOPMENT) TOTAL IMPERVIOUS AREA
0.80 ACRES (34,650 SF)
(POST -DEVELOPMENT) TOTAL PERVIOUS AREA:
23.24 ACRES (1,012334 SF)
SPOST-DEVELOPMENT) TOTAL IMPERVIOUS AREA:
18.83 ACRES (820,402 SF)
OWNERSHIP:
ALL UNITS TO BE LEASED.
PROPOSED ROADS WITHIN THE DEVELOPMENT TO BE PRIVATE INTERNAL ROADS.
FLOOD MAP INFORMATION:
THE PROPERTY LIES WITHIN ZONE X, 'AREAS OF MINIMAL FLOOD HAZARD,' PER FEMA FIRM
ESTIMATED SCHEDULE:
PHASE 2 START / END DATE: MARCH 2024 / NOVEMBER 2025
MAINTENANCE PLAN:
STREETS, STORMWATER, WATER/SEWER SERVICES, COMMON AREAS, AND AMENITY AREAS
WILL BE OVVNED AND MAINTAINED BY THE DEVELOPER.
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
mcgill
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcg i I lassociates. com
NO.
DATE
BY
DESCRIPTION
CREEKSIDE
COMMUNITY
BUNCOMBE COUNTY, NORTH CAROLINA
50
0 25
100
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
G. WOOD
GRADING AND EROSION CONTROL PLAN
OVERALL
PROJECT MANAGER
R. WILL
REVIEWER
R. WILL
DATE
MAY 2022
PROJECT #
22.00105
FUNDING
N/A
SHEET
S, LLC - CREEKSIOE COMMUNITY

r
rry5
"5 / / //
---------- , / _
/ /--��
l ---
,...../ i l °�/-___ 1
/ / ,1\
t
/ // / / _ 1 LT-rzTT4i j
�7 // / / / // — — __,
I /
PROPOSED CURB I
INLET (TYP.)
I I
/
\
I
\
ROOF DRAIN LEADERS TO \\
TIE INTO NEARBY STORM
DRAIN SYSTEM (TYP.)1
� I
I
1
I I
I I
I I
I
I \
I
I
I I I
I I I
I I 1
I `
s%^0
2rz}5
\
EXISTING WETLAND
M13 /j05 �p
229�2
EXISTING STREAM
EXISTING WETLAND
'
1
\
PROPERTY 11 1 .� v
LINE (TYP.) I I I V vv 11 A
/ \ �/ / \ \ \ / \ �r 1
o / / / 50' BRIDGE \ \1 I 1v '---..\u — / \ I I II 1 \ 1 \
S I / I
I
/ / / 1 I I EXISTING STREAM
\ \V A \
1 vv
1 1 1\ A vV 1 A i t i / / / l V \ \ V \ \
/
\ 1 A (( A \ AV A 1 A 1 1 I1 I1 I ( \ A \\v V vv(A \ \‘. ` 11 AA \ 1 / I \ ( � —� _—/ v v \
A V AI ` \ \ 1 A
\ EXISTING WETLAND
AND
I\\`\Vvv`v\v\ v``\V/\ / / / ' / v vvV AVVAV
A
I I AI\I \\V A\\\\\A A` ` A\\\\II A V\\vVA\
\A A
\\ v PROPOSED
RI\P/ ( (v \ ( ( ( ` ( \V \ V \ V //
I 1/ 1 II \I \ \ (11 I\ I 1( `\V\\ v\v\\ v\ I, ,..., I \\ RAP APRON (TYP.)
!/\ v
\—
rc / % I / ' I II i I I IV\ `I i\ \I ` \\/I `ti I1 I (\ 1 I,li \ \ ( I I 1 \ (
\ \
C\)\\\ \
/ / I \ (\\ /
i \ I \ / / ,/
/ / 1 / • / I \ , \ \ \\
A`v f
_
/// /�� 1 1
'// I V Vv i 1��// // / I�\\i i`A v--w
/
/ /, I y i II /
I/ I I I / / \
—\ \\ \
' J 1
• \
/ / /
-- ' I
-- — -- '
/. / I I I I / / / / / / \
\ 1
\ __ / / 1 I I I\ \ \ \
i // / I 1 11 1 I( \ \\ Y \
---_--_ / ___— // / I III I\ (( \ /\/
LI
/ J
____------
PROPOSED STORMTECH
MC-7200 47'X236'
PROPOSED HDPE
STORMWATER PIPE (TYP.).�
\
I I
-
• 1 \\
_------ __ I \ /
I
(
7/
/
PROPOSED GRATE
INLET (TYP.)
/
/
PROPOSED MANHOLE!
/ ()
/
/ /
/ '
I
/ I
/ 1
EXISTING WETLAND
— L
/
--I�
PROPOSED STORMTECH \
MC-3500 57'X182' \
ROOF DRAIN LEADERS TO
TIE INTO NEARBY STORM
DRAIN SYSTEM (TYP.)
--
/
PROPOSED —STORMTECHI
I MC-3500 57'X316'
NAME AND LOCATION OF PROJECT:
CREEKSIDE COMMUNITY
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA28704
CURRENT PROPERTY OWNER:
THE WEST FAMILY LIMITED PARTNERSHIP
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA28704
PIN NUMBER:
9633-44-7561
PROPOSED PROPERTY OWNER:
AMBACH COMMUNITIES LLC, A FLORIDA LLC
740 HIBISCUS STREET
BOCA RATON, FL 33486
ZONING DISTRICT: MAX BUILDING HEIGHT:
R-2 35'
PROPOSED USE: PROPERTY SIZE:
RESIDENTIAL 42.07 ACRES
PARKING REQUIRED CRITERIA:
CLUB HOUSE: 1 SPACE / 300 SF OF GFA
POOL: I SPACE/140 SF OF POOL SPACE/EMPLOYEE
PICKLE BALL COURT: 2 SPACES / COURT
MULTIFAMILY: 1.75 SPACES / DWELLING
SINGLE FAMILY: 2 SPACES / DWELLING
TOWNHOMES: 2 SPACES / DWELLING
PARKING REQUIRED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
TOTAL REQUIRED
PARKING PROVIDED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS
BIG HOUSES
3 STORY APT. BUILDING 1
3 STORY APT. BUILDING 2
SINGLE FAMILY HOUSES
TOWNHOUSES
ADDITIONAL SITE PARKING
TOTAL PROVIDED
PROPOSED BUILDINGS:
APARTMENTS
TOWNHOUSES
BIG HOUSES
SINGLE FAMILY
TOTAL PROVIDED
GROSS DENSITY (UNITS/ACRE):
11.81
(PRE -DEVELOPMENT) TOTAL PERVIOUS AREA:
41.27 ACRES (1,632,569 SF)
(PRE -DEVELOPMENT) TOTAL IMPERVIOUS AREA:
0.80 ACRES (34,650 SF)
(POST -DEVELOPMENT) TOTAL PERVIOUS AREA:
23.24 ACRES (1,012334 SF)
(POST -DEVELOPMENT) TOTAL IMPERVIOUS AREA:
18.83 ACRES (820,402 SF)
52 SPACES
105 SPACES
308 SPACES
140 SPACES
4 SPACES
329 SPACES
938 SPACES
32 SPACES
132 SPACES
308 SPACES
140 SPACES
4 SPACES
432 SPACES
31 SPACES
1,079 SPACES
256 UNITS
179 UNITS
60 UNITS
2 UNITS
407 UNITS
TOTAL OPEN SPACE AREA (ACRES):
12.66
(88.1%)
(1.9%)
(55.2 %)
(44.8%)
OWNERSHIP:
ALL UNITS TO BE LEASED.
PROPOSED ROADS WITHIN THE DEVELOPMENT TO BE PRIVATE INTERNAL ROADS.
FLOOD MAP INFORMATION:
THE PROPERTY LIES WITHIN ZONE X, 'AREAS OF MINIMAL FLOOD HAZARD,' PER FEMA FIRM
3700963300K EFFECTIVE JANUARY 6,2010.
ESTIMATED SCHEDULE:
PHASE I START/ END DATE: JANUARY 2023 / MAY 2024
PHASE 2 START/END DATE: MARCH 2024 / NOVEMBER 2025
MAINTENANCE PLAN:
STREETS, STORMWATER, WATER/SEWER SERVICES, COMMON AREAS, AND AMENITY AREAS
WILL BE OWNED AND MAINTAINED BY THE DEVELOPER.
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
mcgill
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcg i I lassociates. com
CREEKSIDE
COMMUNITY
AMBACH COMMUNITIES, LLC
BUNCOMBE COUNTY, NORTH CAROLINA
50 0 25 50
100
GRAPHIC SCALE
DIVISION VALUE = 50 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
G. WOOD
STORMWATER PLAN OVERALL
PROJECT MANAGER
R. WILL
REVIEWER
R. WILL
DATE
MAY 2022
IPROJECT#
22.00105
FUNDING
N/A
SHEET
C-103
S, LLC - CREEKSIOE COMMUNITY

AT —GRADE
WATER TANK
206
2230
EXISTING WETLAND
/ / I I \ / /
/
I 1 I
/ / / / / / / / I I
/ i / / / / ! I V 1 v Z---
/ / 1 1\\\ \ \\
/ /
/ / \ \ \\\ II
-. \\
1 _� \ \ \\
1 I I I I 1 1
1 i i 1� I I
I I / 1 I 1 I
/ / / PROPOSED 8" WATER LINE I
/ WITH 20' EASEMENT (TYP.) I
/yam /
/ / / 1
111- r 1
/ /
PROPOSED 8" SEWER LINE /
WITH 20' EASEMENT (TYP.) /
/ /
/ I 1
/
/
\ 1 \I \ \
111111111111XI I I I I I I I I I N I I I T l N 1111 I I I ITN / �IIIIIv
111111111,11111 IPIIIIII IIIIII NIIII
S
3 ��� 1111111111,
\L,J
PROPOSED METER VAULT
AND RPZ, TYP. FOR
APARTMENT BUILDINGS
EXISTING WETLAND --,;:,; // ,v;, �:k d
\ \ \ \ \ awVgF v /
\ \'
PROPERTY I \, \� � \ \ A \ � \ \ �\ � I-,—'
LINE (TYP.) j I I V �V v AI AA vv L,J L
_ / v A A V 1 � o 00� . / vim. v O' I _ ___i
\
_ I AV I 1 Il 1 A\ I EXISTING STREAM AvA v�
I \ \ I I \ I I --i __
I / I
j A v v ,...\,‘ vw A v y v a ,'.\
1 1 A V A\\/ A ) / 1 1 I / v v v v vv A \ , A
I 1 A AV A \v v V I / \ vv A EXISTING WETLAND AA v
1 1 v v A v v `vvvv \vvv vv vv vv i it — , v , A ,v v
I Iv vv\ `vvv 1 1 A v v v v Nw
III vv I v 1 v v I\ \v A v v / /v -
i 1 ; \I \I \I \\ \ 1\ I11 1 I 11 1 \\ \ \\ `\ \\ \\ \ I /"�— / 1 \ \ \ \ \ \\ 1,
I \_\ WATER LINE EXTENSION. CONNECT —
/ ) / 1 1 1 \ I I 1 1 \ \ � \ \\, \ \\ \I \ \ 1 \ \ / s /
11 \ \\ \\ `\ `\1 TO OFF —SITE CITY OF HENDERSONVILLE
/ i I ) ) \ 11 1 1 11 I , \ \ \ \� \ \ 1 \\ 11 c—_,\ \ / I 1 1 \ \ ;\I WATER SYSTEM
/ I) I I ti\ i \\ i I \ \ \ \
/ % / 1 I I V A AV A I 1 1 1 1 1 1 1 `I A A — / / / �\ J AI \ 11 f V..
-- / 11 1 I I I ; I I / 11 I I I / 1 ,' / / / IV \\ \ 1\ vvv
/ 1 I 1 i /7 / )1
/ I i i - /
----- _ / / I I .L / `I \ 1 1 `\ / \
_ _—' ---- /' /// / / I 1 / / 1 I 1 1 I \�
/ / / / 1 A 1
mcgill
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcg i I lassociates. com
O
DATE
DESCRIPTION
CREEKSIDE
COMMUNITY
AMBACH COMMUNITIES, LLC
BUNCOMBE COUNTY, NORTH CAROLINA
SANITARY SEWER EXTENSION,
CONNECT TO OFF —SITE
METROPOLITAN SEWER
DISTRICT SYSTEM
if j
/
,
/
1/
PARKING REQUIRED:
/ / / CLUB HOUSE. POOL, & PICKLEBALL COURTS 52 SPACES
/ f / STORY HOUSES
OORDY S105 SPACES
3 APT. BUILDING) 308SPACES
// / / / 3 STORY APT. BUILDING 2 140 SPACES
/ SINGLE FAMILY HOUSES 4 SPACES
EXISTING WETLAND — - TOWNHOUSES 329 SPACES
/ /F- = TOTAL REQUIRED 938 SPACES
NAME AND LOCATION OF PROJECT:
CREEKSIDE COMMUNITY
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA28704
CURRENT PROPERTY OWNER:
THE WEST FAMILY LIMITED PARTNERSHIP
2177 BREVARD ROAD
ARDEN, NORTH CAROLINA28704
PIN NUMBER:
9633-44-7561
ZONING DISTRICT:
R-2
PROPOSED PROPERTY OWNER:
AMBACH COMMUNITIES LLC, A FLORIDA LLC
740 HIBISCUS STREET
BOCA RATON, FL 33486
MAX BUILDING HEIGHT:
35'
PROPOSED USE: PROPERTY SIZE:
RESIDENTIAL 42.07 ACRES
PARKING REQUIRED CRITERIA:
CLUB HOUSE: 1 SPACE / 300 5F OF GFA
POOL: I SPACE/140 SF OF POOL .1 SPACE/EMPLOYEE
PICKLE BALL COURT: 2 SPACES / COURT
MULTIFAMILY: 1.75 SPACES / DWELLING
SINGLE FAMILY: 2 SPACES / DWELLING
TOWNHOMES: 2 SPACES / DWELLING
PROPOSED FIRE
HYDRANT (TYP.)
F=
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER DESIGNER
M. CATHEY G. WOOD
PROJECT MANAGER
R. WILL
REVIEWER
R. WILL
PARKING PROVIDED:
CLUB HOUSE, POOL, & PICKLEBALL COURTS 32 SPACES
BIG HOUSES 132 SPACES
3 STORY APT. BUILDING 1 308 SPACES
3 STORY APT. BUILDING 2 140 SPACES
SINGLE FAMILY HOUSES 4 SPACES
TOWNHOUSES 432 SPACES
ADDITIONAL SITE PARKING 31 SPACES
TOTAL PROVIDED 1,079 SPACES
PROPOSED BUILDINGS:
APARTMENTS 256 UNITS
TOWNHOUSES 179 UNITS
BIG HOUSES 80 UNITS
SINGLE FAMILY 2 UNITS
TOTAL PROVIDED 487 UNITS
GROSS DENSITY (UNITS/ACRE):
11.81
TOTAL OPEN SPACE AREA (ACRES):
12.66
(PRE -DEVELOPMENT) TOTAL PERVIOUS AREA
41.27 ACRES (1,832,569 SF) (98.1%)
(PRE -DEVELOPMENT) TOTAL IMPERVIOUS AREA
0.80 ACRES (34,650 SF) (1.9%)
(POST -DEVELOPMENT) TOTAL PERVIOUS AREA:
23.24 ACRES (1,012334 SF) (55.2%)
I I II (POST -DEVELOPMENT) TOTAL IMPERVIOUS AREA:
/I• 18.63 ACRES (820,402 5F) (44.8%)
\ \/T OWNERSHIP:
I ALL UNITS TO BE LEASED.
PROPOSED ROADS WITHIN THE DEVELOPMENT TO BE PRIVATE INTERNAL ROADS.
\ FLOOD MAP INFORMATION:
THE PROPERTY LIES WITHIN ZONE X, 'AREAS OF MINIMAL FLOOD HAZARD.' PER FEMA FIRM
1 3700963300K, EFFECTIVE JANUARY 6, 2010.
/ ESTIMATED SCHEDULE:
PHASE I START/ END DATE: JANUARY 2023 / MAY 2024
PHASE 2 START / END DATE: MARCH 2024 / NOVEMBER 2025
MAINTENANCE PLAN:
STREETS, STORMWATER, WATER/SEWER SERVICES, COMMON AREAS, AND AMENITY AREAS
WILL BE OWNED AND MAINTAINED BY THE DEVELOPER.
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
UNDERGROUND UTILITY PLAN OVERALL
DATE PROJECT# FUNDING
MAY 2022 22.00105 N/A
SHEET
C-104
S, LLC - CREEKSIOE COMMUNITY

CESAW-RG-A 2022-01262
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Ambach Communities, LLC / Attn: Mark
Ambach
File Number: SAW-2022-01262
Date: October 17, 2022
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
I
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
'
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 http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or 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.

CESAW-RG-A 2022-01262
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.
I ISECTION 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 alread in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division, Attn.:
Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
828-271-7980, ext. 4232
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15 day
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.: Amanda Jones, 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 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

CESAW-RG-A 2022-01262
PRELIMINARY JURISDICTIONAL DETERMINATION (JD) FORM
U.S. Army Corps of Engineers
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JD: October 17, 2022
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Ambach Communities, LLC / Attn: Mark Ambach
740 Hibiscus Street
Boca Raton, FL 33486
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
CESAW-RG-A, 2022-01262,
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The site is located at 2177 Brevard Road, in Arden, NC.
State: NC County/parish/borough: Buncombe City: Boca Raton
Center coordinates of site (lat/long in degree decimal format): 35.441570 -82.575006
Universal Transverse Mercator: N/A
Name of nearest waterbody: UT to Line Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date: October 17, 2022
❑ FieldDetermination. Date(s):
Use the table below to document aquatic resources and/or aquatic resources at different sites
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION
Site
Number
Centered Coordinates
(decimal degrees)
Latitude Longitude
Estimated Amount
of Aquatic Resource
in Review Area
(linear feet or acre)
Type of Aquatic
Resources
Geographic
Authority to Which
Aquatic Resource
"May Be" Subject
See table below
❑ Wetland
❑ Non -wetland Waters
❑ Section 404
❑ Section 10/404
❑ Wetland
❑ Non -wetland Waters
❑ Section 404
❑ Section 10/404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN),
or requests verification for a non -reporting NWP or other general permit, and the permit applicant
has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the
permit applicant has elected to seek a permit authorization based on a PJD, which does not make
an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that
basing a permit authorization on an AJD could possibly result in less compensatory mitigation

CESAW-RG-A 2022-01262
being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with
all the terms and conditions of that permit, including whatever mitigation requirements the Corps
has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit
authorization without requesting an AJD constitutes the applicant's acceptance of the use of the
PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or
undertaking any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any
administrative or judicial compliance or enforcement action, or in any administrative appeal or in
any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will
be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources in the
review area, or to provide an official delineation of jurisdictional aquatic resources in the review
area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA
Data reviewed for preliminary JD (check all that apply) - Checked items should be included in subject file.
Appropriately reference sources below where indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of preliminary JD requester:
® Data sheets prepared/submitted by or on behalf of preliminary JD requester.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rational:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey (USGS) Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
USGS map(s). Cite scale & quad name: Skyland, NC 1=lk
® `Natural Resources Conservation Service (NRCS) Soil Survey.
Citation: Buncombe County, NC
❑ National wetlands inventory (NWI) map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ Federal Emergency Management Agency (FEMA) / Flood Insurance Rate Map (FIRM) maps:
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): 01/01/2019
or ® Other (Name & Date): 05/19/2021 and 05/17/2022
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable/supporting scientific literature:
❑ Other information (please specify):

Name
Latitude
Longitude
Estimated
amount of
aquatic
resource in
review area
(Acreage or
Linear Feet)
Type of
aquatic
resource
(wetland vs
non -wetland
waters)
Geographic
authority to
which the
aquatic
resource "may
be" subject
(section 404 or
section 10/404
Wetland A
35.440479
-82.577801
0.8869 Acres
Wetland
404
Wetland B
35.440511
-82.577377
0.022 Acres
Wetland
404
Wetland C
35.439326
-82.576167
0.0973 Acres
Wetland
404
Wetland D
35.439759
-82.576478
0.0208 Acres
Wetland
404
Wetland E
35.440976
-82.580260
0.0585 Acres
Wetland
404
Wetland F
35.441083
-82.580269
0.0058 Acres
Wetland
404
Wetland G
35.440613
-82.579980
0.0964 Acres
Wetland
404
Wetland H
35.439074
-82.575888
0.1329 Acres
Wetland
404
Wetland I
35.439904
-82.576531
0.0091 Acres
Wetland
404
Wetland J
35.439196
-82.576326
0.1189 Acres
Wetland
404
Wetland K
35.441371
-82.574190
0.015 Acres
Wetland
404
51
35.441359
-82.573911
0.0032 Acres
Non -Wetland
404
S2
35.438860
-82.575803
0.1802 Acres
Non -Wetland
404
S3
35.439096
-82.576167
0.0050 Acres
Non -Wetland
404
S4
35.440461
-82.577371
0.0194 Acres
Non -Wetland
404
S5
35.440563
-82.580049
0.0097 Acres
Non -Wetland
404
S6
35.440561
-82.580108
0.00047 Acres
Non -Wetland
404

CESAW-RG-A 2022-01262
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should
not be relied upon for later jurisdictional determinations.
Amandalibnes, October 17, 2022
Signature and date of Regulatory staff
member completing preliminary
JD
Ambach Communities, LLC / Attn: Mark Ambach
Signature and date of person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
impracticable)
Two copies of this Preliminary JD Form have been provided. Please sign both copies. Keep one signed copy for your record and
return a signed copy to the Asheville Regulatory Field Office by mail or e-mail.
US Army Corps of Engineers -Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the
district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

P.022.00106AMBACHCOM-BREVARD RD DEVELORMENTDESIG
Wetland and Stream
Table
Wetland A
Wetland B
Wetland D
0.8869
Acres
0.022
Acres
0.0208
Acres
Wetland E
Wetland F
Wetland G
0.0585
Acres
0.0058
Acres
0.0964
Acres
Wetland H
Wetland I
Wetland J
Wetland K
S2
S3
S4
S5
S6
0.1329
Acres
0.0091
Acres
0.1189
Acres
0.017
Acres
0.1802
Acre
0.0050
Acres
0.0194
Acres
0.0097
Acres
0.00047
Acres
Potential Non -Wetland
Waters of the US -
S2-Reach 2 (UT-1 To
Line Creek)
Potential Wetland Waters
of the US - Wetland E
Potential Wetland Waters
of the US - Wetland G
F® 1240 19th Street Lane NW
mcgIIl 828.328.Hickory, NC202428601
NC Finn License k C-0459
mc9illasscialescom
Potential Wetland Waters
of the US - Wetland F
Potential Non -Wetland
Waters of the US - S5
(UT-2 To UT-1 To Line
Creek)
Potential Non -Wetland .asJRiir
Waters of the US - S6
(UT-1 To UT-2 To UT-1
To Line Creek)
OFFICE MANAGER
MC
PROJECT MANAGER
Se
Potential Wetland Waters
of the US - Wetland A
Potential Non -Wetland
Waters of the US -
S2-Reach 1 (UT-1 To
Line Creek)
PROJECTM
22.00105
DESIGNER
AL
REVIEWER
JS
Potential Wetland Waters
of the US - Wetland D
Potential Wetland Waters
of the US - Wetland J
Potential Wetland Waters
of the US - Wetland B
Potential Non -Wetland
Waters of the US - S4
(UT-1 To UT-1 To Line
Creek)
Potential Non -Wetland
Waters of the US - S3
(UT-3 To UT-1 To Line
Creek)
CREEKSIDE COMMUNITY
AMBACH COMMUNITIES, LLC
BUNCOMBE COUNTY, NORTH CAROLINA
Potential Wetland Waters
of the US - Wetland K
Potential Wetland Waters
of the US - Wetland I
Potential Non -Wetland
Waters of the US -
S2-Reach 1 (UT-1 To
Line Creek)
Potential Wetland Waters
of the US - Wetland H
JURISDICTIONAL STREAMS AND WETLANDS IDENTIFIED ON
THIS MAP HAVE BEEN LOCATED WITHIN SUB -METER
ACCURACY UTILIZING AN ARROW 100 GLOBAL
POSITIONING SYSTEM (GPS) AND THE SUBSEQUENT
DIFFERENTIAL CORRECTION OF THAT DATA. GPS POINTS
MAX DEMONSTRATE UNCORRECTABLE ERRORS DUE TO
TOPOGRAPHY, VEGETATIVE COVER, AND/OR MUo IPATH
SIGNAL ERROR.
NOTE: THE ILLUSTRATED STREAM AND WETLAND
LOCATIONS ARE APPROXIMATE. THESE AREAS HAVE NOT
BEEN FLAGGED IN THE FIELD AND HAVE NOT BEEN
SURVEYED. ALTHOUGH MCGILL ASSOCIATES, P.A.
(MCGILL) IS CONFIDENT IN OUR ASSESSMENT. THE US
ARMY CORPS OF ENGINEERS IS THE ONLY AGENCY THAT
CAN MAKE FINAL DECISIONS REGARDING JURISDICTIONAL
WATERS OF THE US DELINEATIONS.
THIS MAP WAS PREPARED BY MCGILL USING THE T INFORMATION AVAILABLE TO MCGILL AT THE TIME OF
PRODUCTION. THIS MAP IS FOR INFORMATION.
PURPOSES ONLY AND SHOULD NOT BE USED TO
DETERMINE PRECISE BOUNDARIES, ROADWAYS,
PROPERTY BOUNDARY LINES, NOR LEGAL DESCRIPTIONS.
THIS MAP SHALL NOT BE CONSTRUED TO BEAN OFFICIAL
SURVEY OF ANY DATA DEPICTED.
SOURCE DAT. BUNCOMBE COUNTY GIS.
Legend
Study
Limits
Wetland
Limits
Wetland IN
Wetland
Out
Stream
Limits
DELINEATION MAP
AI/
•
•
FIGURE
3