WQ0044324_Amended application and supporting documents_20230714

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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 & 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):
➢ 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;
➢ 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.
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.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ 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.
➢ 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.
➢ 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 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.
® 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.
➢ 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. 143-215.62(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
® 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)(I), 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)
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 15ANCAC 02T .0115(c), submit the properly executed Operational A rg eement (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
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 28301-5095
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, Pender
[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
Divlslon 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)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-Varina (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 Wagner per 15A NCAC 02T .0106(b)
Title: Director of Public Utilities
4. Applicant's mailing address: 134 N. Main St.
City: Fuquay-Varina State: NC Zip:27626
5. Applicant's contact information:
Phone number: [phone] Email Address: MWagner(cr�,Fuquay-Varina.org
II. PROJECT INFORMATION:
1. Project name: Providence Oaks Phase 1 & Phase 4 Subdivision
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.548982' Longitude:-78.791607'
III. Parcel ID (if applicable): 0665245656 0665144948 0665148249 0665142122 0665049250, 0665258696 (or Parcel ID to
closest downstream sewer)CONSULTANT INFORMATION:
1. Professional Engineer: Mark P. Ashness License Number: 18894
Firm: CE Group, Inc.
Mailing address: 301 Glenwood Avenue Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number: (919 606-7704 Email Address: Mark(cr�,CEGroupInc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett County Regional WWTF Permit Number: NCO021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS 00193-
2. Downstream (Receiving) Sewer Information: 12 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑ 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
➢ 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',b
No. of Units
Flow
Single -Family Residential Units
300 gal/unit
147
44,100 GPD
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
44,100 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 44,100 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ 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"
2,407
SDR 35 PVC
8"
990
DIP
8"
4,958
C900 PVC
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): _ gallons per minute (GPM) at _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 15 9 NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A M AC n?T 0305(t) enntains 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
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*I 5A NCAC 02T.0305(g) 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 webnage
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: Neuse River ❑ 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 021.0l05(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.).
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 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 proiects requiring a variance approval may be subiect to longer
review times For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Mark P. Ashness, PE , attest that this application for Providence Oaks Phase 1 & Phase 4 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 Gravi1y Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56,0701) '140
North Carolina Professional Engineer's seal, signature, and date: I
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Michael Wagner , attest that this application for Providence Oaks Ph 1 & Ph 4 Subdivision
(Signature Authority Name from Application Item I.3.) (Project Name from 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.
Signature: Date: _03/13/2023
AOF
FORM: FTA 06-21 Page 5 of 5

Ntate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject:
Dear Mr. Allway:
1T
.r A�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
c;�
4lj+r CI 8 2001
T*= 0f ftgU -V3"
Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(1)(3).
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
downstream of any new sewer extension
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, prgject nametpermitted flow, new flow -
under reduction and the difference_bet_ween_them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Sincere
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

PROJECT NARRATIVE
The proposed Providence Oak subdivision is located on a +1- 61.56 acre tract within the
within the Town limits of Fuquay-Varina. It is located along Rogers Road SR 2770 near
the intersection with Angier Road SR 2769. This represents Phase I & Phase 4 of the 4
phases of planned single-family development. Phase 1 & Phase 4 will consist of 147
single-family lots proposed with 4-bedroom homes. Town of Fuquay-Varina has a flow
reduction to allow 75 gpd .` bedroom, so 300 gpd per unit has been utilized for a total
permitted flow of 44,100 gpd.. The project does require the installation of an 8" sanitary
sewer High Priority aerial crossing over an existing unnamed tributary and wetland area
internal to the site which has been shown on approved plans.

TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall: joe(ftearouninc.com
Transmittal
DATE: 4/18/23
PROJECT N07 127-338
Providence Oaks Subdivision Phase 1 & 4
Fuquay-Varina
Quantity
Drawing No.
Description
2
1 copy/1 original
Fast Track Sewer System Extension Application
1
Copy
Project Narrative NC De
1
Check
$480 Application Fee — Check #11929 "mental Quality
1
Copy
Flow Tracking 1 Acceptance Form
1
Copy
USGS Overall Area Map
1
Copy
Vicinity Location Map Raleigh Regional
REMARKS Please let us know if you require any additional information.

State of North Carolina
Department of Environmental Quality
DWN Division of Water Resources
Division of Wate, Resoaru;s Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Providence Oaks Ph 1 & 4 (TOFV)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: North Harnett Regional WWTP
b.
WWTP Facility Permit #: NCO021636
All flows are in MGD
c.
WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d.
Estimated obligated flow not yet tributary to the WWTP
3.029 MGD
FV Obligated Flow NYT
0.414 MGD
Lillington Obligated Flow NYT
0.343 MGD
HC Obligated Flow NYT
1.395 MGD
Angier Obligated Flow NYT
0.877 MGD
e.
WWTP facility's actual avg. flow
5.266 MGD
FV Actual Flow
1.493 MGD
Lillington Actual Flow
0.597 MGD
HC Actual Flow
2.568 MGD
Angier Actual Flow
0.608 MGD
f.
Total flow for this specific request
0.044 MGD TOF
g.
Total actual and obligated flows to the facility
8.339 MGD
FV Actual Avg. + Obligated Flow
1.951 MGD
Lillington Actual Avg. + Obligated Flow
0.940 MGD
HC Actual Avg. + Obligated Flow
3.963 MGD
Angier Actual + Obligated Flow
1.485 MGD
h.
Percent of permitted flow used
111.19%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 3
FTSE 06-13

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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
(E)=(A-D)
Available
Capacity* * *
SLS-120 14.4 5.76 3.114 3.103 6.217 -0.457
* The Firm Capacity of any pump station is defined as the maximum pumped now 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 (pi) not less than 2.5.
*** 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): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I S � f-V P. N^) ar & 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 parry. Signature of this
form indicates acceptance of this wastewater40w.
Signing Official Signature Date
Page 2 of 3
FTSE 06-13

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number): SLS-120
Given that:
The proportion and amount of Obligated, Not Yet Tributary Dai!y Flow C accounts for
53.87 1 1% andl 3.103 JMGD of the Available Capacity E in Pump Station
SLS-120 ; and that
• i ne rate of activation or ims ow
0.3 1 MGD per year,
• A funded Capital Project that will p
TBD
Tanned completion in TBD
• The
ted not,
and that
is
i
the required planned capacity,namely
is in design or under construction with
:and/or
HRW is current reconcilin actual and not -yet -tributary flows to
accurately assess available capacity. The reconciliation is expected to be completed in
June 2023. Given the size of the pump station, the
percentage of n2t-yet-tributary, and the rate of activation, this will be the first step to
determine if potential CIP project is needed and timeline for any capacity increase.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
J7�/ "k'�
Page 3 of 3
FTSE 06-13

From:
Allen, Trent
To:
Moran, Sharon; Wilson, Susan A
Cc:
Brantley, Mark
Subject:
RE: FTSE application regarding N Harnett
Date:
Monday, June 19, 2023 2:22:03 PM
Good afternoon everyone. The North Harnett WWTP is in the engineering phase of an expansion
and if I can remember correctly should be expanded to approximately 15 MGPD when complete.
They are currently around 70% actual flow, so we have been accepting applications to this plant. I
spoke with Charlie before he left about the lift station that is over allocated, and since the pump
station is so large, he didn't have a problem with more flow being sent to it. I don't think we would
need any special language in the permit. We will keep an eye on the flows to the pump station, and
will have conversations with Harnett County if needed. Thanks for the heads up.
Trent Allen
Fayetteville Regional Supervisor
Division of Water Resources
910 433 3336 office
910 303 1109 mobile
[e-mail]
225 Green Street — Suite 714
Fayetteville, NC 28301
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties
From: Moran, Sharon <[e-mail]>
Sent: Tuesday, June 13, 2023 11:18 AM
To: Wilson, Susan A <[e-mail]>
Cc: Allen, Trent <[e-mail]>; Brantley, Mark <[e-mail]>
Subject: USE application regarding N Harnett
Good morning Susan!
Well met! I'm Sharon and I've been working on the FTSE for the Fayetteville Regional Office.
I'm still relatively new to it, so I think its best for us to give Trent the last word on this matter
(he's on leave at the moment and will be back on Monday) but I can offer this: I recently
completed a FTSE for N Harnett myself and I was not instructed to add any specialty language
in the permit. I also double checked the application I have against the one you sent us. The
flow tracking pages contained the same information in the same places regarding the PER on
file for plant expansion and the PAA for the over -capacity pump station. Based on what I see,

it looks acceptable.
Best,
Sharon Moran
Division of Water Resources
North Carolina Department of Environmental Quality
Fayetteville Regional Office
Cell: [phone]
Sharon. moran&deq.nc. gov
DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th.
Employee email addresses may look different, but email performance will not be impacted.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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.

From: Joe Faulkner
To: Wilson, Susan A
Cc: "Michael Wagner"; Mark Ashness
Subject: [External] RE: Providence Oaks Phl and 4 Fast track application WQ0044324
Date: Friday, June 23, 2023 1:33:04 PM
Attachments: imaae006.Dna
innage010.pnng
imaae012.Dna
Revised Providence Oaks FTA.Ddf
Providence Oaks Pl & 4 FTSE Harnett Countv.Ddf
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,
Good afternoon, hope all is well. Mark Ashness requested that I forward you the attached and
below response to your email to him on June 7, 2023.
1. Part V1.6. of the application both the Yes and No boxes are checked for flow reduction. You
may check Yes on this. The Town of Fuquay does have flow reduction approval (as you
submitted), although this flow ultimately goes to North Harnett Regional WWTF. As long as
the Town of Fuquay is the applicant and N Harnett signs the Flow Tracking sheet, the flow
reduction can be applied (per consultation with central office folks, as I was unsure).
Revised Form Attached. Also attached is North Harnett FTSE.
2. In relation to that approval, the Flow Tracking Sheet needs to be signed by North Harnett
Regional staff (with appropriate information for permitted/tributary flows etc.). The permitted
flow given for N Harnett I believe is incorrect (should be 7.5 mgd?). Don't forget to add in the
proposed project flow in I.g.
Attached is properly executed North Harnett FTSE.
3. Also with regard to any downstream pump stations — if a downstream pump station is owned
by Fuquay — then a separate flow tracking sheet (for pump stations) demonstrating that the
lift station can handle the additional capacity needs to be approved by Fuquay. If a
downstream lift station is owned by N Harnett —then it needs to be shown and signed off by
N Harnett staff.
Attached is properly executed North Harnett FTSE.
Please let him know if you have any questions or require additional information.
Thanks for your help with this matter.
Joe Faulkner, PLA
LEED AP
•25•
9 YEAR_
y'y�UERSQ0
CE GROUP

301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
Q OF,
US Green Building Council Member
From: Mark Ashness <markPCEGROUPINC.COM>
Sent: Wednesday, June 7, 2023 10:16 AM
To: Wilson, Susan A <susan.wilson(@deq.nc.gov>
Cc: Michael Wagner <mwagnerlcDfuquay-varina.org>
Subject: RE: Providence Oaks Ph1 and 4 Fast track application WQ0044324
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Susan: Thanks, I will review and revise/respond.
thx
Mark Ashness
P.E, LEED AP
-- -- �`E8BAl7•P
�25`'
YEARS
yy�VERs��
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <susan.wilsonPdeq.nc.gov>
Sent: Wednesday, June 7, 2023 10:08 AM
To: Mark Ashness <markPCEGROUPINC.COM>
Cc: Michael Wagner <mwagner(@fuquay-varina.org>
Subject: Providence Oaks Ph1 and 4 Fast track application WQ0044324

Morning Mark —
I've given this application an initial review and need a few things corrected/clarified.
1. Part V1.6. of the application both the Yes and No boxes are checked for flow reduction. You
may check Yes on this. The Town of Fuquay does have flow reduction approval (as you
submitted), although this flow ultimately goes to North Harnett Regional WWTF. As long as
the Town of Fuquay is the applicant and N Harnett signs the Flow Tracking sheet, the flow
reduction can be applied (per consultation with central office folks, as I was unsure).
2. In relation to that approval, the Flow Tracking Sheet needs to be signed by North Harnett
Regional staff (with appropriate information for permitted/tributary flows etc.). The permitted
flow given for N Harnett I believe is incorrect (should be 7.5 mgd?). Don't forget to add in the
proposed project flow in I.g.
3. Also with regard to any downstream pump stations — if a downstream pump station is owned
by Fuquay — then a separate flow tracking sheet (for pump stations) demonstrating that the
lift station can handle the additional capacity needs to be approved by Fuquay. If a
downstream lift station is owned by N Harnett —then it needs to be shown and signed off by
N Harnett staff.
It gets a bit confusing from an approval standpoint with flow going to another municipal entity, so let
me know if you have any questions.
Also we are putting this standard language in our additional information requests to keep things on
track, as we've run into issues with other applications (essentially, respond in 30 days or the
application may be returned).
Please note 15A NCAC 02T .0107 Staff Review and Permit Preparation states:
(e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied with
a new application fee.
Thanks Mark. Again, let me know if you folks have any questions.
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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