WQ0044307_Application (FTSE)_20230724

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 06-21 & 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 & Pumg 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):
D Projects that do not meet any part of the minimum design criteria (MDC) documents;
D Projects that involve more than one variance from the requirements of 15A NCAC 02T;
D Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
D Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
D 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.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
D Be specific as to the system type, number of homes served, flow allocation required, etc.
D Include the permit number/status of any other required sewer permits (downstream/upstream)
D If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
D If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secre 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 En ig neer.
® 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).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D 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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
D 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.
D General location of the project components (gravity sewer, pump stations, & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
® 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.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items 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.
D This alternative is only available for average daily flows less than 15,000 gallons per day
D 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."
D 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)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) 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 HOA/POA 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 05-21 & 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
Avery, Buncombe, Burke, Caldwell, Cherokee,
Asheville Regional Office
2090 US Highway 70
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 28301-5095
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, Bertie, 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 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
- a
,now
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
Ali items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Aqua, NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Joe Pearce per 15A NCAC 02T .0106
Title: Cke Oer +E1VC11V/v t
4. Applicant's mailing address: 202 Mackennan Ct.
City: CM State: NC Zip: 27511-
5. Applicant's contact information:
Phone number: (2L9) 653-5760 Email Address: j_rpearce(ci)aguaamerica.com
H. PROJECT INFORMATION:
1. Project name: Castleberry Road Subdivision
® Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6673' Longitude:-78.39228'
5. Parcel ID (if applicable): 168900172430 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Marty D. Bizzell License Number: 36908
Firm: Bass, Nixon and Kennedy, c_
Mailing address: 6310 Chapel Hill Rd., Ste. 250
City: Raleigh State: NC Zip: 276074244
Phone number: [phone] Email Address: marty.bizzellObnkinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse Colony WWTP Permit Number: NCO064564
Owner Name: Aqua, NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8" inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00147
Owner Name(s): Aqua NC
FORM: FTA 06-21 Pagel 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 [:]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 ❑ 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 ❑ Hotel 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 .0103(20).)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
D 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,b
No. of Units
Flow
Single Family Residential
240 gal/unit
36
8640
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8640 GPD
a See 15A NCAC 02T .0114 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8640 GPD (per 15A NCAC 02T .0114)
D 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):
FORM: FTA 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
2122
PVC
8
481
DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D 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 (Puma 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: ° Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
D 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
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 ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305 1 :
❑ Standby power source or ❑ Standby pump
D Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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:
D Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
D 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(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ® Yes [:]No
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water 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)
36 inches
D If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(Q) 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 webpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
D If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/seated 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
D Please provide supplementary information identifying the areas of non-conformance.
D See the Division's draft separation requirements for situations where separation cannot be met.
D 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
D This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
D Please provide the permit number/permitting 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.04021 "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.
D 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 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, Marty D. Bizzell, PE , attest that this application for Castleberry Road Subdivision
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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 f 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 143-215.613, 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 -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
................................... _......;
North Carolina Professional Engineer's seal, signature, and date: .`H C ARO
FESS/p
i .r( A6
D. BI-
..................... .............. ...............................
3. Applicant's Certification per 15A NCAC 02T .0106(b): 6/15/23
I, •J C-�SAD , attest that this application for 6(4e �C �Ad
(Signiturelfuthority Name from Application Item I.3.) (Project Name frog Application Item II.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.
V
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Dlvislon of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Aqua North Carolina
Project Name for which flow is being requested: Castleberry Road Subdivision
More than one FTSE maybe 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: Neuse Colony WWTP
b. WWTP Facility Permit #: NC0064564
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.850 (.35 DEQ; .50 JoCo)
0.2741
0.525 (Based on 5/23/23)
0.0087
.1.
95% (Expansion to 1.25
MGD in Design)
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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Neuse 1.008 0.403 0.168 0.0087 0.177 0.226
* 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): Neuse Colony Collection System
Downstream Permit Number: WQCS00147
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Lauren Raup-Plummer, Eng. Mngr 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.
Wog/z 02's
Signing Official Signature Date
6v 61A)6L-21nr6 MAYv6 6 6-P--
Title of Signing Official
Page 2 of 6
FCSE 10-18

WR-218, Sub 581
NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
January 23, 2023
Ms. Barbara Brantley
New Business Coordinator
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, North Carolina 27511
RE: Aqua North Carolina, Inc.
Docket No. W-218, Sub 581
Notification of Intention to Begin Operations in Area Contiguous to Present Service Area —
Castlewood, Johnston County
TO WHOM IT MAY CONCERN:
The North Carolina Utilities Commission has received a Notification of Intention to Begin Operations
in Area Contiguous to Present Service Area filed by Aqua North Carolina, Inc. (Aqua), to provide water and
wastewater utility service to the Castlewood subdivision in Johnston County, North Carolina. The Public
Staff anticipates that, upon investigation and review of the submitted notification, the Commission will
recognize this contiguous extension and will issue to Aqua a Certificate of Public Convenience and
Necessity for Castlewood in Johnston County.
Please feel free to call if you have any questions or if I can be of further assistance.
Sincerely,
Electronically submitted
/s/ Shashi Bhatta, PE
Engineer
Public Staff — Water, Sewer, Telephone Division
North Carolina Utilities Commission
cc: Chief Clerk
Freda Hilburn
Executive Director Accounting Consumer Services Economic Research
[phone] [phone] [phone] [phone]
Energy Legal Transportation Water/Telephone
[phone] [phone] [phone] [phone]
4326 Mail Service Center • Raleigh, North Carolina 27699-4300 • Fax [phone]
An Equal Opportunity / Affirmative Action Employer
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ROY COOPER
Governor
MICHAEL S. REGAN
.S'e-cretgrJ,
S. JAY ZIMMERMAN
Director
October 4, 2017
Moses A. Thompson, Director of Operations
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, NC 27511
Subject: Adjusted Daily Sewage Flow Rate Approval
Neuse Colony WWTP (NC0064564)
Johnston County
Dear Mr. Thompson:
On August 15, 2017, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Neuse Colony WWTP service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance, the Division hereby approves
for use by the Neuse Colony WWTP an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per day
per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Neuse Colony collection system (WQCS00147).
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the capacity of
the sewers downstream of any new sewer extension or service connection(s).
Nothing Compares_- -
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A NCAC
02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect
to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at [phone], or via
email at [e-mail].
Sincerely,
for S. Jay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
cc: Raleigh Regional Office, Water Quality Regional Operations
Central Files: Neuse Colony WWTP (NC0064564)
PERCS (electronic copy)

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A-33
DOCKET NO. W-218, SUB 477
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
AQUA NORTH CAROLINA, INC.
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
BEDFORD AT FLOWERS PLANTATION, BENNETT PLACE, CHATHAM (PHASES I, 1 B.
& 2). COTTONFIELD VILLAGE PHASES 1 3 & 4 EASTLAKE AT FLOWERS
PLANTATION, EVERGREEN PHASES 1 & 2. FLOWERS CREST PHASES 1. 2. & 4.
FLOWERS POD 2, 5, 6A, FLOWERS SHOPPING CENTER, GARDENS AT FLOWERS
PLANTATION, LONGLEAF, MAGNOLIA INCLUDING PHASES 1 & 2. MAGNOLIA PLACE
PHASE 2, MILL CREEK NORTH, MILLCREEK WEST SECTIONS 2-4. NEUSE.COLONY,
NORTH FARM, NORTH FARM COTTAGES INCLUDING PHASES 1-4. NORTH VILLAGE,
PARKWAY CENTER, PARKWAY VILLAGE, PEACHTREE PHASES 1 & 2. PINEVILLE
CLUB, PINEVILLE EAST, PINEVILLE EAST COTTAGES, PINEVILLE EAST ESTATES
PHASE 2, PINEVILLE EAST PHASE 1, PINEVILLE WEST PHASE 1. PLANTATION PARK,
PLANTATION POINT INCLUDING PHASES 4B-6. RIVER DELL EAST PHASES 1. 2. & 3.
RIVERDELL ELEMENTARY SCHOOL, SMITH VILLAGE AT FLOWERS PLANTATION,
SOUTH QUARTER, SUMMERSET PLACE SWEETGRASS THE MEADOWS AT
FLOWERS PLANTATION PHASES 1 & 2.THE NINE, TRILLIUM PHASES 1. 2, & 4,
VILLAGE AT FLOWERS PLANTATION, WALKER WOODS PHASES 1& 2,
WATSON'S MILL WEST ASHLEY AT FLOWERS PLANTATION WILDERS WOODS
AND WOODLANDS AT FLOWERS PLANTATION SUBDIVISIONS
Johnston County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 15th day of May, 2018.
NORTH CAROLINA UTILITIES COMMISSION
Linnetta Threatt, Deputy Clerk

State of North Carolina
Dlvislon of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Aqua North Carolina
Project Name for which flow is being requested: Castleberry Road Subdivision
More than one FTSE maybe 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: Neuse Colony WWTP
b. WWTP Facility Permit #: NC0064564
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.850 (.35 DEQ; .50 JoCo)
0.2741
0.525 (Based on 5/23/23)
0.0087
.1.
95% (Expansion to 1.25
MGD in Design)
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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Neuse 1.008 0.403 0.168 0.0087 0.177 0.226
* 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): Neuse Colony Collection System
Downstream Permit Number: WQCS00147
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Lauren Raup-Plummer, Eng. Mngr 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.
Wog/z 02's
Signing Official Signature Date
6v 61A)6L-21nr6 MAYv6 6 6-P--
Title of Signing Official
Page 2 of 6
FCSE 10-18

Wilson, Susan A
From: Marty Bizzell <[e-mail]>
Sent: Thursday, June 15, 2023 4:49 PM
To: Wilson, Susan A
Cc: [e-mail]; Raup-Plummer, Lauren A.
Subject: [External] RE: Castleberry Road Subdivision Fast Track Sewer Permit Application WQ0044307
Attachments: WQ0044307 FTS Application - Aqua Signed - SEALED.pdf; NeuseColony_FlowReduction.pdf, Neuse
Colony Flowers CPCN.pdf, FTSE Castleberry Road SD 230605.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan
Thank you for your comments. Please see attached updated and signed FTS, flow reduction letter, Neuse Colony Flower
CPCN and FTSE.
Please let me know should you have any questions or need any additional information.
Thanks again.
Marty D. Bizzell, PE, CPESC
Senior Principal Engineer
Vice President
[e-mail]
P: 919.851.4422
D: 919.645.2096
Bass, Nixon & Kennedy, Inc.
111112 6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
dIIK bnkinc.com
CONWA T ■M 1111M
Serving the Triangle and surrounding areas since 1969
**I WILL BE ON VACATION JUNE 26 — JULY 4 WITH LIMITED EMAIL AVAILABILITY, PLEASE PLAN ACCORDINGLY**
From: Wilson, Susan A <[e-mail]>
Sent: Friday, May 26, 2023 12:38 PM
To: Marty Bizzell <[e-mail]>; [e-mail]
Subject: Castleberry Road Subdivision Fast Track Sewer Permit Application WQ0044307
Hello folks —
I've done a preliminary review of the application for Castleberry Road Subdivision. Please submit a signed and sealed
Fast Track Application (FTA 06-21), which is the most recent version and can be found at the link below.
https://www.deg.nc.gov/about/divisions/water-resources/water-quality-permitting/municipal-npdes-pretreatment-
and-collection-system/collection-systems/sewer-extension-permitting

As you review and fill out the most recent application, please also include the following information —
I believe Aqua is a privately owned public utility — not a municipal entity as was indicated on the application. You must
also provide a Certificate of Public Convenience and Necessity as indicated in Part V1.1. of the most recent application.
Please clarify the receiving WWTP (I believe it is Neuse Colony WWTP NC0064564?) Part IV.1.
Do the proposed gravity lines connect directly to the WWTP? Part V should clarify what the receiving line is. I'm a little
confused based on the information provided.
Please provide the flow reduction letter for Aqua NC Neuse Colony. Part V1.7. proposes 3 BR homes at a reduced flow
requirement than what is specified in 15A NCAC 02T .0114
A Flow Tracking Sheet USE 10-18 for the receiving WWTP (and any downstream lift stations if applicable, etc.) must be
provided to ensure that they can accommodate the requested increase in wastewater flow. This document can also be
found at the link above.
An aerial view should be provided, along with the topographic map. The map should show the general location of the
project and components.
Please provide the above information within 30 days. If additional information/corrected application is not received
within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A NCAC
02T.0107(e)(2)].
You may email me the corrected application directly (signed and sealed). Feel free to contact me if you have any
questions. (And likely easiest to reach me via email initially).
Thanks,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Wilson, Susan A
From: Pearce, Joseph R <[e-mail]>
Sent: Monday, July 24, 2023 11:52 AM
To: Wilson, Susan A; Marty Bizzell
Cc: Raup-Plummer, Lauren A.
Subject: RE: [EXTERNAL] Castleberry Road Subd Fast Track Sewer Application WQ0044307
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Red Category
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button located on your Outlook menu bar on the Home tab.
Good Morning Susan,
Neuse Colony has the ability to pump up to 750,000 gallons per day to JoCo, with a monthly average allocation of
500,000 gallons per day.
The WWTP expansion and improvements will be submitted in the next 30 days to expand it to 750,000 gpd by EBNR
MBR. Total flow of 1.25 MGD.
Also, pls copy Lauren Plummer, PE as she is the Engineering Manager.
Thanks,
Joe
Joseph Pearce PE CFM
Chief of Operations and Engineering
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, North Carolina 27511
0: 919.653.6964 F: 919.460.1788
From: Wilson, Susan A <[e-mail]>
Sent: Monday, July 24, 2023 11:46 AM
To: Marty Bizzell <[e-mail]>
Cc: Pearce, Joseph R <[e-mail]>
Subject: [EXTERNAL] Castleberry Road Subd Fast Track Sewer Application WQ0044307
1

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sender and know the content is safe.
Hi Marty —
Sorry for the lengthy voicemail! A couple of questions still on the resubmitted fast track application:
1. On Part IX.6. of the application — that is indicated as "no" that it does not comply with additional
permits/certifications. Is this an error? If so, please correct. If not, please explain.
2. I'm still a bit confused on the flow to Neuse Colony WWTP. The draft permit indicates potential permitted flow
to up to 0.75 MGD (what flow is it currently at?). Does Aqua have the ability to transfer flow to Johnston County
(is that what the 0.5 MGD indicates on Part I. c of the Flow Tracking Sheet (FTSE 10-18)? The application
indicates there will be an expansion to 1.25 MGD — has Aqua applied for speculative limits for that yet?
3. 1 did not see an aerial photo or sewer flow diagram — were those submitted? The sewer flow diagram can be
very basic.
Thanks much. And feel free to call, but email is best as I won't be in the office much this week (but will be working from
home). And I'm in the office Wednesday from 9-1 if we need to speak.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Enaaucove,spandance to and fmrn this address ns :u4*cf tG1heNafh
Camfna Pfuhh'c Remo �ft Law aAcfma} be drfa+aseJ ro thirdparrres
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:(,t)y_ODLt5 07 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Aqua N.C. (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: Michael A. Melton per 15A NCAC 02T .0I06(b)
Title: Engineering Manager
4. Applicant's mailing address: 202 Mackerman Ct.
City: Sac State: NC Zip: 270I- NC Dept of Environmental Quality
5. Applicant's contact information:
Phone number: [phone] Email Address: mameltonRaquaamerica. coin .APR 14 fV.
11. PROJECT INFORMATION:
I. Project name: Castleberry Road Subdivision Raleigh Regional Office
2. Application/Project status: 0 Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6675= Longitude:-78.392281
5. Parcel ID (if applicable): 168900172430
(or Parcel ID to closest downstream sewer)
HL CONSULTANT INFORMATION:
1. Professional Engineer: Marty D. Bizzell License Number: 36908
Firm: Bass. Nixon and Kennedy, Inc.
Mailing address: 6310 Chapel Hill Drive
City: Raleigh State: NC Zip: 276074244
Phone number: (9I9) 851-4422 Email Address: [e-mail]
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Flowers W WTP Permit Number: iNC,
Owner Name: Aqua,
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ir different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable). WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5

BASS I
CCONSULTING ENGN'EEDY
111113 ERS
April 13, 2023
Mr. Jason T. Robinson, PE
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
Raleigh, NC 27606
Re: Castleberry Road Subdivision Sewer Application
Dear Robinson:
6310 Chapel Hill Road, Ste 250
Raleigh, NC 27607
919.851.4422 1 bnkinc.com
NC Dept of Environmental Quality
Raleigh >egioilal Office
Please see submittal package for Fast Track Sewer System Extension Application for
the Castleberry Road Subdivision in Archer Lodge, NC. Our submittal package
includes:
• Cover Letter
• Fast Track Sewer System Extension Application
• Application Fee - $480.00 — Check No.
• USGS Topographic Map
The application request is for a sanitary sewer extension to serve 36 single family lots.
The total wastewater flow for this request is 8.640 GPD. The project entails 2,133LF of
8" PVC sewer line, 347 LF of 8" DIP sewer line.
Please do not hesitate to contact me at [phone] or by e-mail at
marty. bizzell(a-)bnkinc.com.
Z
-ely,
d -
Marty D. Biziell, PE, C SC
Senior Principal Engineer
Vice -President