WQ0045650_Application (FTSE)_20240726

Burd, Tina J
From: Burd, Tina J
Sent: Friday, July 26, 2024 f 2:53 PM
To: [e-mail]; Jason Clark; Amy Norris
Cc: Cocanower, Jordan M; Tharrington, Tom
Subject: WQ0045650 - The Proximity Blue Clay LLC Private Sewer
The Wilmington Regional Office of the Division of Water Resources, Water Quality Operations Section received the Fast
Track Sewer System Extension Application (FTA) and $600,00 fee for the subject project on July 26, 2024. The project
has been assigned to Jordon Cocanower, cc'd. Please note that the PTA has been revised and requests the applicant to
identify if this project is ARPA funded. If you omitted this information from the FTA, please contact Bryan Lievre, email
below, so that we can update our records. Otherwise, you will be contacted by the applicable staff member if additional
information is needed.
Staff Reviewer
Counties Served
Contact Information
Tyler Benson
Brunswick, Columbus, Duplin & Pender
t,y_ler.bens,QL, a deg.rtcgoy
Jordan Cocanower
Carteret, New Hanover & Onslow
04 idn.cocanowercieq nc gov
Bryan Lievre
All - ARPA Projects Only
brygn lievr @dgg.r�cgov
Tom Tharrington
All —Coordinator, Please Copy on All Emails
tarn tharrington.@deq_nc_pov
1. Please provide a copy of the entire application in digital format to your assigned reviewer indicated above. The
application and drawings should be provided as separate files.
2. Please indicate in the subject line of the email the permit number (if available), name of the project, and county
where the project is located.
Please be advised that the construction of the proposed activities may not commence until the sewer permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
New email: tina.burd@deq nc.gov
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
t'. tr> )d Fo r:<r a Errol??'Itvs address is subject to the
V,otth c77"C1F11?ct {-'tt}fit(^, i'C Cl�l"tl.S Law and ma ,, bo CII.:iC��`�751 C7 to mio }7arb

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Drive, State 102
Wilmington, NC 28412
[phone]
[phone] Fax
July 25, 2024
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
John S. Tunstall, P.E., Principal
T. Jason Clark, P.E,
Robbie P. Hennelly, E.I.
Phillip Norris, P.E., Consultant
Re: Gravity Sewer Extension Fast -Track Permit Application (PRIVATE)
The Proximity Blue Clay, LLC
3651 Blue Clay Road
New Hanover County
N&T Project No. 23057
Dear Sir or Madam:
Enclosed is one (1) original application form with one (1) copy, one (1) original Developer's
Operational Agreement with one (1) copy, one (1) original Flow Tracking / Acceptance Form
(FTSE 10-18) with flow letter from the CFPUA, with one (1) copy, two (2) copies of the NCSOS
documents, two (2) 8 1/2 x 11 color USGS Topographic Maps, two (2) copies of the Sewer
Narrative, two (2) site plans (ledger size) and a $600.00 check for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
J, aj'�" �U QI 3
T. Jason lark, P.E.
TJC/asn
23057 07-25-24-s-swr-Itr (private)
Enclosures
JUL. 2 6 20A
8Y:
NCBELS License C-3641

STATE OF NORTH CAROLINA
COUNTY OF Permit No.
N&T #23057
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the
and
The ProximityBlue ClayLLC EDMCDENR/DWA
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER. JUL 2 6 2024
WITNESSETH:
Water Quanty Regional
Operations Section
1. The DEVELOPER is the owner of the certain lands lying in New Han0V&Vngt0n Regional Office County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as The Proximity Blue Clay, LLC (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 disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant 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 improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant 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, The Proximity Blue Clay, 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 business 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 andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly 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 thercin.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
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 properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER'
successor.
FORM- i7FV 01_19 Pat7P 1 nf?

4- The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes andinsurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal 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 maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the constriction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
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 and welfare for
the Association to enter into voluntary dissolution without having made adequate provision forthe continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apennit.
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 Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL The PrMV
Clay,LLC
MANAGEMENT COMMISSION Name ofB:
Richard E. Rogers, Jr. (Signatur
Director, Division of Water Resources
(Date)
Calvin F. Wells, Jr., Manager
Print Name anj Tit7 l
e
{Date)
FORM: DEV 03-19 Page 2 of 2

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good_ engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review): �� 3
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps; 11
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures. FIEGEIVEDMCDENHIDWR
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages): JUL 2 6 Z024
® List all items included in the application package, as well as a brief description of the requested permitting vitro oLaxsy Regional
➢ Be specific as to the system type, number of homes served, flow allocationrequired, etc. operetiOns section
Wilmington Regional Office
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name (Section II.1. of the application).
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600,00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
19 Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
® If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 1 of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106 b . Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
E. Flow Tracking/Acceptance Form (Form: FTSE 10.23) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
❑ Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
RECI=IVER/NCOENFI/pWR
❑ Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
JUL 2 6 2024
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
Water Qualty Regional
❑ Submit a copy of the most recently issued existing permit. operations section
ElInclude a descriptive and clear narrative identifying the previously permitted items to remain in'iine�'�i�ar34iYY; fa is to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified), The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115 a I
J provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-6095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville_ Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Berlie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water. Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: A 00 q,5 6,0 (to be completed by DWR)
All items must be com leted or the application will bo returned
1. APPLICANT INFORMATION:
1. Applicant's name: The Proximity Blue Clay, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other L LL
3. Signature authority's name: Calvin F. Wells. Jr. per 15A NCAC 02T .0106 b
Title: Manager
4. Applicant's mailing address: 102 Autumn Hall Drive, Suite 210
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: 910 344-1002 Email Address: [e-mail]
I1. PROJECT INFORMATION: (� +
I. Project name: The Proximity Blue Clay, LLC 1 i('1VCLre (Le V)er
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 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: 34.3078' Longitude:-77.9016'
5. Parcel ID (if applicable): R 2 00-003-003-000 (or Parcel ID to closest downstream sewer) RECFNFD/NCDENR/DWR
III. CONSULTANT INFORMATION:
JUL 2 6 2024
I . Professional Engineer: T. Jason Clark, P.E. License Number: 030869 NC Water Qualty Regional
Firm: Norris & Tunstali Consulting Engineers, Operations section P.C. WiirmngtonRegional officR
Mailing address: 2602 Iron Gate Drive, Suite 102
City: Wilmington State: NC Zip: 28412-
Phone number: [phone] Email Address: [e-mail] & anorris nten ineers.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin Northside WWTP Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: Pump Stationer ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM. FTA 10-23 Page I 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? `t
❑ Yes ❑ 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.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ HoteI and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ® Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T ,0 t03(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? []Yes ®No
➢ If Yes, provide a cony 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
1-Bedroom Townhomes
150 gal/Unit
32
4,800 GPD
2-Bedroom Townhomes
150 gal/Unit
134
20,100 GPD
3-Bedroom Townhomes
225 gal/Unit
70
15,750 GPD
Clubhouse w/ Fitness (7,860 SF)
50 gal/100 SF
1
3,930 GPD
Pool (250 Person)
10 gal/Person
250
2,500 GPD
gall
GPD
Total
47,080 GPD
a See 15A NCAC 02T .0114 b d e 1 and e 2 for caveats to wastewater design flow rates (i.e. 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 47,080 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
RECEIVED/NCDENR/DWR
JUL 2 6 2024
Water Qually Regional
operations Sectk�n
Wilmington Regional ollir,
FORM: FTA 10-23 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" 2,714 LF C900 PVC
NrC 413b5�
(TV -\ \1 6�c
(Rew -)-q
➢ Section II & III 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
Vlll. 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: 0Longitude: - °
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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
RECEIVEDINCDENR/DWR
JUL 2 6 2024
Water Quailty Regional
Operations Section
Wilmington Regional Office
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.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter's
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
'Water 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) Water4uailty Heglonal
36 inches
➢ If noncompliance with 02T.0305(f) or ( ), see Section X.1 of this __.._..
p � $��I �t�ionalOffice
*15A NCAC 02T:0305(e,) contains alternatives where separations in 02T.0305(fl 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 webpM
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? ® Yes [:]No ❑ N/A
➢ 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? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual pen -nits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/pennitting status in the cover letter if coverage/authorization is required.
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: FTA 10-23 Page 4 of 5

X. CFRTIFICATIONS:
Does the submitted system comply with I-,5A NC C' 02T, tha i tin um pesi Criteria ('or the, J'crmittinegntp $t flans
,ttttl I�arcc Marts (latest yysoA iand the rttyity son Mininiunt,l]esi �n. '619ri t flitteSt ver r as applicable?
M 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 tl a rec ucst will be issue
concurrently with the a ] irovai if 1 c nermit,d profects regult-hig a varkitice ap
Proval may bR. suiccto lonvor
review linres. F rr 4 ects re ulrtn two Qr more v i•i ces or where the variance is de mined by the Division to be a
sivirkant io tlon of the lro c file full technical review is required.
2. l7rofessional Engineer's Certification:
I, T. Jason Clark.1'.r.^_ _ attest that this application for The PrUlill III BlueClay, LLC
(Professional 1:ngincer's none from Application Item III 1 ) (Project Namo Rom Application Item It 1)
has been reviewed by me and is accurate, complete and consistent with tite information supplied in tine 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,
Mininlunt Dcs�gttiQJ1�ll0 fvr Grftyii~y cwcrs-{latest version), and the Minima esig f r lie 1 ,
of-Pu np $tltligq td F r v t , 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 ally 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 tip to $25,000 per violation. M isrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, Signature, and date:
FtECEIVEDlNCDENRIDWR _ y=
3 E r =1
j 0 69 !
ticIdl
IN `�•• QZ EI
wafer QuaAtY Regional i ✓q
operatwis;ection j •''rr,,, 5'0N G tP'````
wilmmgton Regional Office i r•,,rn a
............ _._..... .........-. r�nn.... t....--....,
Applicant's Certifieatitin per ISA NCAC 02T .0106(b):
!, Ivfp F. Wells, Jr., Manager attest that this application for The P[0XJnli(X Blue Clay, LLC
(Signature Authority Name from Application Item t 3.) (Project 1Same from Application lum il.I)
attest that INS application has been reviewed by me and Is accurate and complete to fire best of my knowledge,
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that an} -
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
Of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if ail required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE: - In accordance with
statement, representation,/ or c
include a fine not to exUI V
Signature:
sail Statute$ 141ILLOA and JA - 5AB, any person who knowingly makes any false
ication in any application package shall be guilty of a Class 2 misdemeanor, which may
0 as well as civil penalties tip to S25,000 per violation.
— Date:
FORM: FTA 06-2-1- �U ` `a Ca` '� Page 5 of 5

R-T
State of North Carolina
�� Department of Environmental Quality
Division of Water Resources
Division of Water Resotirt.es Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: The Proximity at Blue Clay, LLC
Project Name for which flow is being requested: The Proximity at Blue Clay, LLC
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible far 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 orthside WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.00
d. Estimated obligated flow not yet tributary to the WWTP 5.057
e. WWTP facility's actual avg. flow 10.661
f Total flow for this specific request 0.047080
g. Total actual and obligated flows to the facility 15.765
h. Percent of permitted flow used 98.5
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
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pfl,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Mow, MGD
MGD
Flow
Capacity***
PR
NIA
0.360
0.090
0.000
0.047
0.047
0.043
LEIS! /NCDENR/dWR
_ JUL 2 G 2024
* 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. Water QuaRty Regionai
operations sectian
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking faMiiV `ii6V orrice
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 I of 6
FTSE 10-23

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.
(Ju125, 202,t-68:18 EDT)
Signing Official Signature
Engineering Manager
Title of Signing Official
07/25/2024
Date
RECEIVED/NCDENR/DWR
JUL 2 G 2024
Water Quakly Regional
Operations Seclion
Wilmington Regional Office
Page 2 of 6
FTSE 10-23

Flow Tracking for Sewer Extension Permit
Application
Final Audit Report
Created: 2024-07-25
By: Jeff Theberge ([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAASbMbkeEIToDD2uWdPuAdrgtLvgfPuzUx
2024-07-25
"Flow Tracking for Sewer Extension Permit Application" History
Document created by Jeff Theberge ([e-mail])
2024-07-25 - 12:17:39 PM GMT
Document emailed to Jeff Theberge ([e-mail]) for signature
2024-07-25 - 12:17:42 PM GMT
tYa Document e-signed by Jeff Theberge ([e-mail])
E-signature obtained using URL retrieved through the Adobe Acrobat Sign API
Signature Date: 2024-07-25 - 12:18:18 PM GMT - Time Source: server
Agreement completed.
2024-07-25 - 12:18:18 PM GMT
RECEIVED/NCDENR/DWR
JUL 2 6 2024
Water Qualty Regional
Operations Section
Wilmington Regional Oftice
KQ
Adobe Acrobat Sign

Z9
� Cape Fear
PUbliC U11111V Authorft
Stewardship, Susteineblrity. Service.
May 1, 2024
The Proximity Blue Clay, Ll_C
Attention: Calvin F. Wells, Jr. - Manager
102 Autumn Hall Drive, Suite 210
Wilmington, NC 28403
RECEIVEp/NCDENR/DWR
JUL 2 6 2024
Water Quaety Ae9fonaf
Operations Section
iNilmington Regional py+ce.
RE: The Proximity Blue Clay, LLC
CFPUA File #323014.001 (Private Sewer Mainline Extension)
�You must sign and return prior Vermit application anyroval
Dear Mr. Wells,
The Cape Fear Public Utility Authority currently has the capacity to accept the sewage flow of
47,080 (GPD) Gallons Per Day from the above referenced project. The receiving wastewater treatment
plant will be the James A. Loughlin NSWWTF (NPDES NC 0023965)-
in order to receive sewer from CFPUA, any private system, must have its design approved by the
Authority and will require a copy of the permit application, State permit, and Engineer's certification.
Private systems must construct services to Authority specifications and install sewer guards at each
manhole including grease traps. Any private pump station's top elevation must be constructed at two (2)
feet above the routed 100-year storm elevation or FIRM maps 100-year flood, whichever is higher. All
private systems must be upgraded to the Authority specifications, at no cost to the Authority, if in the
future it is desired to convey the system to the Authority. Private systems must employ or contract with a
system operator on a 24 hour / 7-day basis and provide names and contact numbers to the Authority.
Maintenance in private systems is the responsibility of the ownerloperator; private system location is
determined as designated on certification.
If the sewer is a public system, the Authority must approve the design and sign the State permit
application. Any permits, public encroachments, and/or easements outside the development parcel(s)
must be obtained by the developer and the agreement(s) recorded prior to the required pre -construction
meeting. The Authority will not participate financially in a project if an agreement is not mutually signed
prior to the pre -construction meeting. Please see the attached public utility easement document. All offsite
easements must be approved, acquired, and recorded prior to the pre -construction meeting. No buildings,
structures, ponds, obstructions, trees, fences, or berms shall be placed, constructed, or situated within
the rights -of -way and the easements, whether existing or to be granted. The only exception is a security
fence (perpendicular to the main line, adjacent to a right-of-way, not applicable to individual lots) with
removable paneling may be granted but must be submitted for approval on a case -by -case basis, and in
any event a "Hold Harmless" agreement must be executed or incorporated into the conveyance. All
easements must be a minimum of 30 feet in width unless otherwise approved by the Authority.
Whether permitted as a public or private sewer system, the Authority must always be notified 48
hours prior to construction. The material used to connect to the system must be per Authority technical
specifications and the work must be performed by a licensed utility contractor and approved by the
Authority.
235 Government Center Drive, Wilmington, NC 28403
t: 910-332-6560 f: 910-332-6353 www.cf up a.org

The Proximity Blue Clay, LLC, CFPUA File #323014.001 (Private Sewer Mainline Extension)
All additions to any Authority system will be documented by asbuilt drawings and per Authority
specifications. Information regarding additions shall be submitted to the Authority and shall include mylars
and a CD disk in AutoCAD format per CFPUA Technical Specifications before final inspection, approval,
and activation. Final acceptance of work is at the sole discretion of the Authority.
The owner is responsible to make all directed repairs at no cost to the Authority prior to activating
the system. All applicable fees and costs associated in connection with the Authority's sewer system must
be paid prior to or at time of application for service. Failure to pay all applicable fees and costs per the
Authority's Regulations and Ordinances may result in holds being placed on Certificate of Occupancy
and/or System Activation.
The Authority's one (1) year warranty will start from the date the system conveyance is recorded.
Conveyance of the Public Utilities occurs upon approval of the certification from the Division of Water
Quality.
Per NCDENR, any constructed system will not be operated or otherwise activated until the
Engineer's and Applicant's Certifications have been submitted to and approved by NCDENR
Division of Water Quality. The following are required (to be provided by the developer) for the
Authority to approve certification:
The developer shall provide all monetary values of the Public utilities and descriptions on
the attached standard template that will become the Authority's upon final approval by the
State.
The developer shall provide all lien waiverstrelease of liens and an affidavit that there are
no other liens against any infrastructure being certified.
The developer shall provide as-builts to the Authority Specifications.
The developer provides all public utility easements per the attached document.
Any taps which may be deemed necessary to be installed, relocated, or abandoned will be the
responsibility of the Developer or owner at no cost to the Authority, in accordance with the Authority
specifications and approval. The Authority's inspector will perform all required cleanout inspections prior
to obtaining any Certificate of Occupancy
Unauthorized operation of CFPUA owned valves, hydrants, and other appurtenances, is
grounds for civil penalty assessment and/or other enforcement actions.
This is not a commitment of capacity. It only indicates present availability. System capacity will
change as new connections are made, potentially impacting your ability to connect some or all of your
proposed development into the Authority's system. Capacity is allocated by the Authority at the time the
NC Division of Water Quality Flow Tracking System evaluation is signed.
Regards,
Bernice S. Johnson, Senior Project Manager
Cape Fear Public Utility Authority
Engineering Department
Development Services Division
T1ECENEDINCDENR/DV4R
cc: Jeff Theberge, P.E., Engineering Manager
David Selke, CFPUA Construction Project Manager
T, Jason Clark, Norris & Tunstall Consulting Engineers, P.C.
jug 2 6 7W
Water OuaAty B8910nal
Op"atiolls scction
w}min9ton Re¢innaY O[tice
235 Government Center Drive, Wilmington, NC 28403
t: 910-332-6560 f: 910-332-6353 www.cfpua.orq

The Proximity Blue Clay, LLC, CFPUA File #323014,001 (Private Sewer Mainline Extension)
I, Calvin F. Wells, Jr., as property owner and/or responsible party, accept the above conditions
of this letter. I and my employees will disclose to all parties the directives as outlined in this letter. I
further understand that I must convey the system per the Authority's documents in a timely manner, as
determined by the Authority, or Certificate of Occupancy and permits, regardless of ownership, will be
held until the system is properly conveyed to the Authority.
1 Y--_ I waive the option of requesting Authority cost participation in cost of this system.
(initial)
OR,
I am requesting cost participation. See my attached request for participation letter and three
(initial) independent bids for the project showing the showing the cost differences that I am
requesting participation for. I acknowledge that participation agreements take a minimum of 45
days to execute and are at the sole discretion of the Authority.
AND
3. 1 agree that no utilities construction will commence before a participation agreement contract
Onitt 1) ' to place t Gi ' �e the participation offer (see above).
i ure (requir } - -- - Date
Item 1 OR 2 must be initialed prior to holding a preconstruction conference,
AND Item 3 must be Initialed prior to voiding a preconstruction conference.
RECEIVED/NCDENR/DWR
JUL 2 6 2024
Water Quality Regional
Operations Section
Wilmington Regional Office
235 Government Center Drive, Wilmington, NC 28403
t: 910-332-6560 f: 910-332-6353 www.cfpua.org

SEWER NARRATIVE (PUBLIC & PRIVATE)
THE PROXIMITY BLUE CLAY, LLC
Wilmington, North Carolina
For
The Proximity Blue Clay, LLC
102 Autumn Hall Drive, Suite 210
Wilmington, NC 28403
[phone]
�, �l1 11n11{nll /r�rf/rf
%'..
SEAL �r • P `_
-
030869
REVISED APRIL 2024
January 2024
Prepared by:
RECEIVED/NCDENR/DWR
JUL 2 6 2024
Water QuaAty Regional
operations Section
Wifrninglon Regional office
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, North Carolina 28412
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 23057 (Public & Private)

SEWER NARRATIVE
THE PROXIMITY BLUE CLAY, LLC
SEWER SYSTEM
RECEIV E,)M CDE1V n/D WR
JUL 2 6 2024
Water quaAty
Aerations �on
of
Wiliry��9ton flseVona) Office
The Proximity Blue Clay, LLC project is located in the 3600 Block of Blue Clay Road in
Wilmington, NC and will be served by a Public forcemain. The Proximity Blue Clay, LLC
is a proposed new residential subdivision that will require Private Gravity Sewer and
Public Pump Station (CFPUA).
32, 1-Bedroom Townhomes @ 150 GPD 1 Unit =
134, 2-Bedroom Townhomes @ 150 GPD 1 Unit =
70, 3-Bedroom Townhomes @ 225 GPD 1 Unit =
7,860 SF Clubhouse @ 50 GPD 1 100 SF =
250 Person, Pool @ 10 GPD 1 Person =
The Gravity Sewer will be PRIVATELY owned
approximately 2,714 LF of 8° PVC.
4,800 GPD
20,100 GPD
15,750 GPD
3,930 GPD
2,500 GPD
Total: 47,080 GPD
The Gravity Sewer will consist of
This new PS will be owned and operated by the Cape Fear Public Utility Authority.
This Public Pump Station, which will have two (2) operating conditions. The conditions
were provided by the CFPUA and their consultants.
Operation Point #1: This condition requires the station to obtain the Peak Flow required
with a minimum velocity of 2 FPS. This condition is when the Pump Station operates
alone. This is the Lower Head Condition.
Operation Point #2: The second condition is when other pumps upstream are on. This
condition must overcome the anticipated head from the upstream pumps while providing
the Peak Flow. This pressure head was provided by the CFPUA and their consultants.
Each condition above is to be met with the same pump and electrical components while
maintaining the required minimum of 2 fps in the new 6" SSFM.
This Pump Station will be Public and Owned by the CFPUA.
2

Pile an Annual Report/Amend an Annual Report v Upload a PDF Filing d Order a Document Online
Add Entity to My Email Notification List % View Filings o Print a Pre -Populated Annual Report form v Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
The Proximity Slue Clay, LLC
Information
Sosid: 2653138
Status: Current -Active O
Date Formed: 6/20/2023
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Wells, Calvin F., Jr.
Addresses
Mailing
102 Autumn Hall Drive, Suite 210
Wilmington, NC 28403
Reg Office
102 Autumn Hall Drive, Suite 210
Wilmington, NC 28403
Company Officials
Principal Office
102 Autumn Hall Drive, Suite 210
Wilmington, NC 28403
Reg Mailing
102 Autumn Full Drive, Suite 210
Wilmington, NC 28403
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

RECEIVED/NCDENH/DWR oD 1 f
JUL 2 6 2024
MUSGS u.s. oSpU-8,. GenlEN7OPTNE{NrERIORAl.UGIGLB130.Y6Y "I r. _� Water Quality keginnai CASTLE HAYNE QUADNCLE
Operations Section A'e'nr G°e INA
WilmingWn Regional Oft,unu.0
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