20240607 Ver 1_USACE Permit_20240603

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Regulatory Division
SAW-2023-01204
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
ASHEVILLE FIELD OFFICE
151 PATTON AVE ROOM 208
ASHEVILLE NORTH CAROLINA 28801
June 3, 2024
Sent Via email: [e-mail]
HEA Management, LLC
Attn: Jeff Caughey
130 Juliette Courtney Lane
Cedar Mountain, North Carolina 28718
Dear Mr. Caughey:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Asheville Field Office on April 22, 2024, for a Department of the
Army Nationwide permit (NWP) verification. This project has been assigned the file
number SAW-2023-01204 and is known as After -the -Fact Permitting for Land
Disturbance and Wetlands Encroachment, HEA Management LLC. This file number
should be referenced in all correspondence concerning this project.
This after -the -fact permit verification authorizes the permanent impact to 0.099 acres
of wetlands associated with the development of an RV camping and storage facility. The
project area for this determination includes a 8.28 acre(s) area which is illustrated on
the enclosed site plans/maps. The project/review area is located in the French Broad
river basin; on the south side of Greenville Highway 0.3 miles west of the intersection of
Greenville Highway and Cascade Lake Road, at Latitude 35.148190 and Longitude -
82.652510; in Brevard, Transylvania County, North Carolina.
We have determined that the proposed work is authorized by NWP 29 pursuant to
authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344). The proposed
work must be accomplished in strict accordance with the general permit conditions, any
regional conditions, the application materials, and the enclosed plans. If the extent of
the project area and/or nature of the authorized impacts to waters are modified, a
revised PCN must be submitted to this office for written approval before work is initiated.
Any violation of permit conditions or deviation from your submitted plans may subject
the permittee to enforcement action.
This verification is valid until March 15, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,

you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Shannon Healy, Regulatory
Specialist of the Asheville Field Office at 828-271-7980 ext. 4233, by mail at the above
address, or by email at shannon. [e-mail]. mi1. Please take a moment to
complete our customer satisfaction survey located at
https://regulatory.ops.usace.army.miI/customer-service-survey/.
Sincerely,
Shannon Healy
Regulatory Specialist
Cc (via email)
Terry Allen, PE, MSE, T.E. Allen Engineering, PC
Andrew Moore, NC Division of Water Resources
Andrea Leslie, NC Wildlife Resources Commission

Compliance Certification Form
File Number: SAW-2023-01204 County: Transylvania
Permittee: HEA Management, LLC, Attn: Jeff Caughey
Project Name: After -the -Fact Permitting for Land Disturbance and Wetlands
Encroachment, HEA Management LLC
Date Verification Issued: 6/3/2024
Project Manager: Shannon Healy
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: Shannon Healy
Asheville Field Office
151 Patton Ave Room 208
Asheville, North Carolina 28801
or
shannon. [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, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started: Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

AFUE1R=UHE-FAC U 4011404 pEWUTHA SOT LQHD DWURANCC o W7LANDS EEC ROQCHM EHr
HEA MANAGEMEN(�Tn,�L�fLrC� and
5� �JIEFFREY CAUGHEY
10543 GFHOITWH� e Muhwmy, 1�91�1�JC4111 I1VIlOO W11 1SGl�n, uTans 90 ERN caulfly, HC
GENERAL NOTES & SPECIFICATIONS (These Notes &
Specifications shall apply to all drawing sheets.)
1.0 This is an After —The —Fact Plan to address limited and
small scale land disturbance and wetlands encroachment for
the purpose of constructing several RV Camp Sites. The
Camp Sites, utilities and access road were designed by other,
and were constructed prior to the preparation of this Plan.
1.1 This Plan is intended to address the NCDEQ—DWR NOTICE
OF VIOLATION and RECOMMENDATION FOR ENFORCEMENT,
NOV-2023—CV-0019. Failure to Secure 401 Water Quality
Certification, Wetland Standards Violation.
1.2 All work shall be in accordance with NCDEQ—DWR 401
Water Quality requirements; NCDEQ—DLR Land Quality
requirements including Trout Buffer requirements; USACE 404
Water Quality Permit requirements; FEMA Floodplain
requirement; OSHA Safety & Health requirements; local
County Floodplain, erosion control and stormwater
requirements; and all other applicable codes, ordinances, and
regulations. All work shall be in accordance with these Plans.
1.3 All property boundaries nearest the work area shall be
located and flagged by a Professional Land Surveyor prior to
beginning work.
1.4 Contractor shall verify and establish Elevations prior to
beginning work. The finish grades shall match the existing
preconstruction grades unless directed otherwise by the Owner
Do not locate any part of the work within any set —back,
easement, right—of—way, floodway, flood fringe, trout buffer,
ORW setback, or across any property line without
outhorization(s) and permit(s). Contractor shall obtain all
required permits prior to beginning work. Contractor shall
locate all property boundaries nearest the work area, prior to
beginning work. Contractor shall locate, flag and protect all
underground utilities prior to beginning work.
2.0 CONDITIONS FOR USE OF THIS PLAN. These conditions ..
apply to all sheets and all engineering provided herein. By w
accepting this Plan, you and any others to whom it is
distributed, agree to the following conditions;
a
2.1 As a result of this design, a number of observations
have been made and recommendations provided, including
plan(s), details and specifications. It should be noted that
the plan(s), detail and specifications provided herein are
based on information provided as of this writing. It is
conceivable that additional information may be forthcoming
which bears on these details and specifications. The right
is reserved, therefore, to review and modify all observations,
conclusions, details and specifications at any future point in
time should, in fact, additional information become available.
2.2 Limitation of Liability. All other work that may be
required, but not shown herein, shall be designed by the
Contractor. By accepting this engineering document, the
Owner, Contractor and any others to whom it is distributed,
agree to a strict limitation of liability for Terry E. Allen PE,
T.E. ALLEN ENGINEERING, P.C., and its employees to an
amount not to exceed $5,000.00 or one—half the total
amount of paid invoices, whichever is less.
2.3 Indemnification. The Owner and the Contractor shall
indemnify and hold harmless T.E. Allen Engineering, PC
(hereinafter the `Engineer"), and its officers, agents,
employees and assigns, to the fullest extent permitted by
law, for any loss, cost expenses or damages incurred by the
Engineer as a result of the Owner's and/or Contractor's
breach of this Agreement or for any act or omission caused
solely by the negligence of the Owner and/or Contractor, its
employees and its other consultants and subcontractors.
This requirement to indemnify and
hold harmless shall include
compensation for the Engineer's
reasonable attorney's fees.
PRELIMINARY — NOT
FOR CONSTRUCTION
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C Copyright 2024 T.E. ALLEN ENGINEERING, PC and Ter E. Allen, PE. All Rights Reserved Worldwide APPLICABLE FOR HEFT �E.
Terry 9 ANY OTHER SITE.

3.0 TURBIDITY CONTROL: The Owner /
Contractor shall install all necessary erosion
control and turbidity control measures necessary
to insure the turbidity in the Lake or downstream
waters does not exceed the DWQ's Turbidity
Standards specified in 15A NCAC 02B .0211(21).
[15A NCAC 02H .0506(b)(2); 15A NCAC 02H
.0211(21)]
3.1 Turbidity: the turbidity in the receiving water
shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and
reservoirs not designated as trout waters, the
turbidity shall not exceed 25 NTU; if turbidity
exceeds these levels due to natural background
conditions, the existing turbidity level shall not be
increased. Compliance with this turbidity standard
shall be deemed met when land management
activities employ Best Management Practices
(BMPs), as defined by Rule .0202 of this Section,
recommended by the Designated Nonpoint Source
Agency, as defined by Rule .0202 of this Section.
3.2 The turbidity level of all discharge shall be
monitored with calibrated turbidity meters and the
filtration equipment shall be adjusted as necessary
to insure compliance with Water Quality Standards.
The water around the work areas shall likewise
be monitored with calibrated turbidity meters and
the turbidity curtains shall be adjusted as
necessary to insure compliance with Water Quality
Standards. Provide additional rows of Turbidity
Curtains (upstream side of work area) and Slit
Fence (down stream side) at work area to as
required maintain water quality standards.
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4.0 The RV Sites and Roads located within the 100—year S v TN
flood area shall be constructed "on —grade" so as not to o ?^N o
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impact the flood area. The contours shown are the final .. E,U 100
contours. The bottom of electrical panels & electrical w 4) `N
recepts at RV Sites located within the 100 year flood zone!coo E
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shall be elevated 2—FT above the Base Flood elevation d WyMdw�t
(BFE). a xat2c>
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5.0 Any borrow or waste must come from or go to a
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permitted site and or facility. owner shall provide (and
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show on plan) waste or fillsite permit number.
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6.0 Where additional or new land disturbing activity is
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performed; Provide double row of wire backed silt fence or
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Chain Link Super Silt Fence between construction activities
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and receiving streams, sensitive utilities, or other areas of
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7.0 FLOODPLAIN DEVELOPMENT PERMIT. The Owner /
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Contractor shall obtain a Floodplain Development Permit
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where required by the local Flood Plain Manager.
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RECEIVING WATERS;
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Stream Index: 6-38—(1)
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Stream Name: Little River (Cascade
Lake)
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Description: From source to Cascade
Lake Dam
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Classification: C; Tr
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Date of Class.: March 31, 1958
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River Basin: French Broad
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PRELIMINARY — NOT
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FOR CONSTRUCTION
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1 04-08-2024 1
THESE DETAILS AND
SPECS ARE NOT
C Copyright 2024 T.E. ALLEN ENGINEERING, PC and Ter E. Allen, PE. All Rights Reserved Worldwide APPLICABLE FOR HEFT>�E.
Terry 9 ANY OTHER SITE.

8.0 TROUT BUFFER WAIVER. The Owner/Contractor may be
required to obtain an After —The —Fact Trout Buffer Waiver for
the disturbance within the Trout Buffer.
Trout Buffer Zone Requirements
• A 25—foot minimum width undisturbed buffer zone shall
be protected adjacent to trout waters designated by the
Environmental Management Commission. The 25—foot width
buffer zone shall be measured horizontally from the top of the
bank to the nearest area of disturbance.
• Where a temporary and minimal disturbance is permitted
as an exception by G.S. 113A-57(1), land —disturbing activities
in the buffer zone adjacent to designated trout waters shall
be limited to a maximum of 10 percent of the total length of
the buffer zone within the tract and distributed such that
there is not more than 100 linear feet of disturbance in each
1000 linear feet of buffer zone.
• Upon a written request of the applicant, the Director
may allow a larger area of disturbance than provided in
Paragraph (c) of this Rule if the applicant demonstrates that
additional measures will be utilized that will achieve an equal
or more effective level of erosion and sedimentation control
than would be achieved had the specifications prescribed in
Paragraph (c) of this Rule been followed.
• No land —disturbing activity shall be undertaken within a
buffer zone adjacent to trout waters that is predicted by the
approving authority to cause stream temperature violations in
these waters as set forth in 15A NCAC 02B .0211 which is
hereby incorporated by reference including subsequent
amendments and editions.
Reference: 15A NCAC 04B .0125
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9.0 WATER QUALITY STANDARDS for TROUT co
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WATERS. The surface water standard for o,ZC4Cq
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trout waters is not less than 6.0 mg/I .. E,L)'B 00
dissolved oxygen and 10 nephelometric w aw~ 0,0
turbidity units (NTUs). o coo E
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-Reference: 15A NCAC 02B .021 a =¢^"
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PRELIMINARY — NOT � o
FOR CONSTRUCTION
1 04-08-2024 1
THESE DETAILS AND I D —3
SPECS ARE NOT J 1�.
C Copyright 2024 T.E. ALLEN ENGINEERING, PC and Ter E. Allen, PE. All Rights Reserved Worldwide APPLICABLE FOR HEET3OF5
Terry 9 ANY OTHER SITE.

© Copyright 2024 T.E. ALLEN
ENGINEERING, PC and Terry E.
Allen, PE. All Rights Reserved
Worldwide
LAND SURVEY, TOPO AND
BOUNDARY INFORMATION
WAS PROVIDED BY PETIT
LAND SURVEYING PLLC.
EXISTING GRAVE ROAD. The
RV Sites and Roads located
within the 100—year flood
area shall be constructed
"on —grade" so as not to
impact the flood area.
The bottom of electrical
panels & electrical recepts
at RV Sites located within
the 100 year flood zone
shall be elevated 2—FT
above the Base Flood
elevation (BFE). P❑RTI❑N
OF GRAVEL ROAD ACROSS
P/L (ENCROACHMENT),
125—FT TROUT BUFFERI
PRELIMINARY — NOT
FOR CONSTRUCTION
THESE DETAILS AND
SPECS ARE NOT
APPLICABLE FOR
ANY OTHER SITE.
PORTION
C/L OF DRAINAGE
DITCN
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ZONE AE
HEA MANAGEMENT,LLC
B.B. 925 PG. 800-0
PF. 20 SLD. 102
4.°
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METER BASE
EXISTING WETLANDS
ENCROACHMENT. To be
addressed by
After —The —Fact
Nationwide Permit 29 for
Residential Development
to authorize the 0.1
acres of wetland filling
that has been conducted
on the property.
METER B
R> mY
ant
EXISTING ELECTRICAL
METER BASE, TYPICAL.
BOTTOM OF ENCLOSURE
TO BE ELEVATED 2—FT
MIN. ABOVE THE BASE
FLOOD ELEVATION (BFE).
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WATER QUALITY
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CLASSIFICATION for
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X X X •SU-5o,2.E) x x
LITTLE RIVER;
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X X X X x X X X
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X X :29 9K
X X X XXX (SCALED FROMµDEN FILE) x X X X)
L�� FLO x x
x x x
x x x x
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X x X LITTLE RIVER ES DMum AUR C�
(FLOW)
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K. B. R
RBPG. 3 -399
P.F.F.. 12 SLp. 344
AFTER —THE
—FACT
SITE PLAN for 401/404 PERMITTING
NOT TO SCALE
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AFTER -THE -FACT PLAN for
4oi / 404 PERMITTING
T.E. ALLEN ENGINEERING PC
Prepared for:
HEA Management, LLC
Attn: Jeffrey Coughey
CONSULTING ENGINEERS •
Jeffery Caughey and HEA Management, LLC
FIRM I C-1997
130 Juliette Courtney Lane
"s R
10543 Greenville Highway, Cedar Mountain
PO BOX 103
ROSMAN, NORTH CAROLINA 28772
Cedar Mountain, NC 28718
828-862-4272
Transylvania County, NC
[phone]
770-714-8592
PIN 9502-89-5670-000
[phone]
homeliferenovations®gmail.com
NOV-2023—CV-0019
ema1 : tealleneng®comporium.net

WIDTH VARIES
ROADWAY
TOP ELEVATION OF THE
SURFACE COURSE
CONSTRUCTED ON —GRADE. -
MATCH EXISTING
ELEVATIONS. SEE NOTE 2.0
THIS SHEET.
ABC,
8" MIN.
L
ENGINEERED FILL, WHERE REQUIRED
W/ MARIFI 50OX GEOFABRIC OVER
SUBGRADE.
1.0 The RV Sites and Roads
located within the 100—year flood
area shall be constructed such
that the finish elevation is
"on —grade" and matches the
existing elevations so as not to
impact the flood area. The
bottom of electrical panels &
electrical recepts at RV Sites
located within the 100 year flood
zone shall be elevated 2—FT above
the Base Flood elevation (BFE).
2.0 Excavate and remove
existing material within the
footprint of the existing Road and
s^ RV Pads. The depth of excavation
MIN• shall match the new Road
Cross —Section and RV Pad
HRLI'' Cross —Section. The final Finish
Grade Elevations shall match the
existing elevations so as not to
create a fill within the regulatory
flood zone.
AFTER —THE —FACT ROAD SECTION WITHIN 100 YEAR FLOOD ZONE
NOT TO SCALE
(0 Copyright 2024 T.E. ALLEN ENGINEERING, PC and Terry E. Allen, PE. All Rights Reserved Worldwide
3.0 Any borrow or waste must
come from or go to a permitted
site and or facility. owner shall
provide (and show on plan) waste
or fillsite permit number.
4.0 Where additional or new land
disturbing activity is performed;
Provide double row of wire backed
silt fence or Chain Link Super Silt
Fence between construction
activities and receiving streams,
sensitive utilities, or other areas of
concern.
PRELIMINARY — NOT
FOR CONSTRUCTION
THESE DETAILS AND
SPECS ARE NOT
APPLICABLE FOR
ANY OTHER SITE.
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