WQ0043202_Application (FTSE)_20220309

Permit Number WQ0043202
Central Files: APS SWP _
2/16/2022
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Sunset Reach Subdivision Private Sewer
Location Address
Owner
Major/Minor
Minor
Region
Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name
Hoosier Daddy LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Lisa C. Beaman
8620 River Rd
Wilmington
NC 28412
Orig Issue
App Received
2/9/2022
0,......I.aa..,4 A

February 9, 2022
Dean Hunkele
North Carolina Department of
Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Sunset Reach Subdivision
Sewer Permit Application (Private)
New Hanover County
CSD Project No. 13-0304
Dear Mr. Hunkele:
CSD
ENGINEERING
Fi+ECEiyEb/NCDENR/DWR
FEB 0 9 022
WaterOAerati Quality R nal
oJlo
Wilmington
Section
9ton Regional office
The enclosed private permit application package is for Sunset Reach, a previously permitted single-family development
in New Hanover Co. The existing permit is for 68 3-bedroom homes. The purpose of this modification is to add a short
main extension to serve nine (9) 2- bedroom townhome units. The plans have also been revised to add five (5) more 3-
bedroom single-family lots to the overall site. The attached FTSE includes the flow for the townhomes and the
additional single-family lots. The flow for this development has been approved at 80 gal/bedroom. Enclosed please
find:
One (1) original and one (1) copy of Fast Track Sewer Application (FTA 06-21)
One (1) original and one (1) copy of Flow Tracking for Sewer Extension Application (FTSE 10-18)
Street View Map
Quad Map
$480.00 application fee, check #9873
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,
Mike Broyhill
Encl.: As noted above
Cc: Hoosier Daddy, LLC
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710
ENGINEERING

DIvision of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (w 1(3'Da- (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: HoosierDaddy (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: James Yopp per 15A NCAC 02T .0106(b)
Title: authorized signing
4, Applicant's mailing address: 7150 River Road
City: Wilmington State: NC Zip: 28412
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
I1. PROJECT INFORMATION:
1. Project name: Sunset Reach Tri-Plex V -' 5`Q1/4-42
2. Application/Project status: ® Proposed (New Perniit)
❑ Existing Permit/Project
If a modification, provide the existing permit number: and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3109° Longitude: -77,9544°
5. Parcel ID (if applicable): N/A (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Howard Resnik, PE License Number: NC 25483
Firm: CSD Engineering
Mailing address: PO Box 4041
City: Wilmington State: NC Zip: 28406-
Phone number: [phone] Email Address: howard(?csd-engineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northside WWTP Permit Number: NC 0023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0032046
2. Downstream (Receiving) Sewer Information: 8 inch
3. System Wide Collection System Permit Number(s) (if applicable):
Owner Name(s): CFPUA
FORM: FTA 06-21
El Gravity ❑ Force Main
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes 0 No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, cents
❑ Residential (Leased) ❑ Retail with food pr
❑ School / preschool / day care 0 Medical / dental / v
❑ Food and drink facilities 0 Church
❑ Businesses / offices / factories ❑ Nursing Home
o
ash
tnd/or Motels
ning Pool/Clubhouse
ring Pool/Filter Backwash
Explain in Attachment)
5, Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes ❑ No
➢ If yes. provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
Single Fancily
3 ei3OCIM 240
9
2,160
Single Family
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,160 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,160 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
0 Other (Explain):
FORM: hTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
62
C-900
➢ Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic bead (TDH)
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen 0 Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(14(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(fj contains minimum separations that shall be rovided for sew r t
® Yes ❑ No
p
Setback Parameter*
e sys ernti.
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g). see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ® N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands?
D. Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: _ ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200?
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is requ
® Yes ❑ No ❑ N/A
❑ Yes ❑ No
❑ Yes ® No
ired.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: ETA 06-21
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting; of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Howard Resnik, PE , attest that this application for Sunset Reach
(Professional Engineer's name from Application Item Ill.l.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina-Iicensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, James Yopp , attest that this application for _Sunset Reach
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: Gd — Q'cj - dfioL
FORM: FTA 06-21
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Hoosier Daddy, LLC
Project Name for which flow is being requested: Sunset Reach
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.888
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.002960
g. Total actual and obligated flows to the facility 14.552
h. Percent of permitted flow used 90.9
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Finn / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
157 WQ0036471 0.816 0.257 0.069 0.120 0.190 0.067
133 WQ0032046 0.174 0.044 0.000 0.020 0.020 0.024
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not Less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
2
nature toto
EN GINI_LR�N( l 14A( .-
Title of Signing Official
Page 2 of 6
FTSE 10-18

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 22nd
February by and between the North Carolina Enviromnental
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
Hoosier Daddy, LLC , a corporation/general partnership registered/I
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
day of'
Management
and
censed to do
1. The DEVELOPER is the owner of the certain lands lying in New Hanover County, upon
which it is erecting and will erect dwelling units and other improvements, said development o beknown
as Sunset Reach (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage d+osal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuan to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other mprovements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursu nt to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, Sunset Reach Property Owners Association, LLC (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and b$rsiness of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is proper' constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of thparties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter prdperly operate
and maintain such systems and facilities in accordance with applicable permit provisions andllaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to th
until construction has been completed in accordance with the permit and approved plans, ar
the Division of Water Resources has inspected and approved of the facilities. In order to cha
of the permit holder, the DEVELOPER must request that the permit be reissued to the Ass
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its rest
the operation and maintenance of its Disposal System until a permit has been reissued to the DI
successor.
FORM: DEV 03-19 Page I of 2
e Association
d the staff of
nge the name
ociation. The
onsibility for
VELOPER's

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Dispo al System and
appurtenances thereto are part of the common elements and shall thereafter be properly aintained and
operated in conformity with law and the provisions of the permit for construction, operati n, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the ent re wastewater
treatment, collection and disposal system as a common element which will receive the high st priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Dispos�l System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and mainten nce expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the com on expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility an shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the consti
and maintenance of the Disposal System, the Declaration and Association Bylaws shall prov
assessments to cover such necessary costs. There shall be no limit on the amount of such as:
the Declaration and Bylaws shall provide that such special assessments can be made as ne
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provid
town, village, county, water and sewer authorities, or other unit of government shall herei
available to serve the Development, the DEVELOPER shall take such action as is necessa
existing and future wastewater of the Development to be accepted and discharged into said
system, and shall convey or transfer as much of the Disposal System and such necessary ea<'
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety a
the Association to enter into voluntary dissolution without having made adequate provision for
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
Association Bylaws that the Association shall not enter into voluntary dissolution witho
transferred its said system and facilities to some person, corporation or other entity acce
approved by the COMMISSION by the issuance of apermit.
action, repair,
'de for special
essments, and
essary at any
3 by any city,
rafter become
y to cause the
governmental
ements as the
id welfare for
the continued
provide in the
t first having
ptable to and
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorj
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authori
representative of the parties hereto on the day and year written as indicated by each of the parties i
FOR THE ENVIRONMENTAL Hoosier Daddy, LLC
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date)
FORM: DEV 03-19
Name ofDEVF,LOPER
Declaration is
oration of the
ed
amed below:
(Signs G
Bv: z_1 r '
re)
James Yopp, Authorized Representat
ve
Print Name and Title
2-22-22
(Date)
Page 2 of 2

Hunkele, Dean
From: Mike Broyhill <[e-mail]>
Sent: Tuesday, February 22, 2022 10:38 AM
To: Hunkele, Dean
Cc: James Yopp; Howard Resnik; Rodney Wright
Subject: [External] Sunset Reach
Attachments: James_Yopp_signature_authorization.pdf; DEV-03-19_signed.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
Please find attached the signed Developers Operational Agreement for the Sunset Reach permit application. I have also
attached a document providing his signing authority on behalf of Hoosier Daddy, LLC.
Let us know if you need anything else.
Mike Broyhill
Engineering Technician I Construction Inspector
3805 Cherry Avenue
Wilmington, NC 28403
910 791 4441 office
910 471 5613 mobile
910 791 1501 fax
miketa'�,csd-engineerinq.com
www.csd-engineerinq.com
PLEASE NOTE THAT MY EMAIL ADDRESS HAS CHANGED.
It is the professional opinion of CSD Engineering that this electronic information provides design information current as of the date of its release. It is the
responsibility of the receiver of this document to examine it and determine whether it is the information requested. In the deliverance of this file we make
no promise as to the usability or compatibility of this file. This file shall not be considered a certified document.
1

November 17, 2015
To Whom It May Concern:
I, Jack Carlisle, give James Yopp authorization to submit, sign, request items, request work/approval, in
behalf me, E85 Transport LLC and Hoosier Daddy LLC for Tarin Woods, Tarin Woods II and Sunset Reach
to New Hanover County, CFPUA, The City of Wilmington and any other government agency including but
not limited to NCDENR, CORPS of Engineers and NCDOT.
'ncerely,
Carlisle
gthi flptiwp,
County, North Carolina
1 certify that the following person(s) personally appeared before me this day, each acknowledging to me
thatyyhe or she signed the foregoing document:
let 1A"�►�-thsLQ
(Name(s) of principal(s)
Date: It.1 L l5
BRITTANY M HUGHES
Notary Public, North Carol na
Ponder County
My Cornrtlission xpires
OfficiaUSignaturerof iotary
632/114441 4' 1(1% .S Notary Public
Notary's printed name
My commission expires: IF 34. iq

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North Carolina Secretary of State Search Results https://www.sosnc.gov/online_services/search/Business_Registrati...
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an Amended a Annual Report form
Limited Liability Company
Legal Name
Hoosier Daddy, LLC
Prev Legal Name
Green Earth Homes, LLC
Information
Sosld: 1129934
Status: Current -Active 0
Date Formed: 12/30/2009
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Carlisle, Michelle Elaine,
Addresses
Mailing Principal Office Reg Office
8620 River Rd. 8620 River Rd. 8620 River Rd.
Wilmington, NC 28412 Wilmington, NC 28412 Wilmington, NC 28412
Reg Mailing
8620 River Rd.
Wilmington, NC 28412
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member Administrative Member Member
Lisa C. Beaman Gregory Fields Carlisle , II Jack Carlisle
1833 Avalon Ave. 7321 Rainwater Rd. Raleigh, NC 27615 8630 River Road
1 of 2 2/16/2022, 11:17 AM

North Carolina Secretary of State Search Results https://www.sosnc.gov/online_services/search/Business_Registrati...
Wilmington NC 28409 Raleigh NC 27615 Wilmington NC 28412
Managing Member
Michelle Elaine Carlisle
8620 River Rd.
Wilmington NC 28412
2 of 2 2/16/2022, I I:17 AM