WQ0044231_Application (FTSE)_20230320

NC Dept of Environmgptlll Quality
State of North Carolina
Department of Environmental Quality
_ MAR 2 0 2021 Division of Water Resources
" n FAST TRACK SEW -ER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W Q DU4f 41Z 3 t (lobe completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-VVarina (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(bl
Title: Public Utilities Director
4. Applicant's mailing address: 1415 Holland Road
City: Fuguay-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address: mwaQner a,fuguay-varina.org
I1. PROJECT INFORMATION:
I. Project name: Mills Branch and Middle Creek PS Upgrades
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: 35.6456 Longitude:-78.7104
5. Parcel ID (if applicable): 0689600126 (or Parcel 1D to closest downstream sewer)
IIL CONSULTANT INFORMATION:
I. Professional Engineer: Jeremy A Allen License Number: 034361
Firm: Hi hfill Infrastructure Engineering. P.C.
Mailing address: _2703 Jones Frankling Road. Ste 201
City: Cary State: NC Zip: 27518-
Phone wimber: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NCO066516
Owner Name: Town of Fuauav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
i. Permit Number(s): WQUnknown
2. Downstream (Receiving) Sewer Information: 12 inch ® GraN ity —1 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fu uav-Varina
FORM: FTA 06-21 Page 1 of 5

N11. 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 A rcemcnt FORT DEV been attached?
El Yes ❑No ®NA
3. If the Applicant is a Home/Property Owners' Association, has an HOA.YOA Operational Agreement (FORM. HQA} and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N: A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ® Retail (stores, centers, malls) ® Car Wash
❑ Residential (Leased) ❑ Retail with food preparation;'service ❑ Hotel and."or Motels
❑ School 1 preschool.' day care ❑ Medical!" dental..' veterinary facilities ❑ Swimming PoollClubhouse
® Food and drink facilities ❑ Church ❑ Swimming PooVFilter Backwash
® Businesses 1 offices ! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater, 70 % Domestic 30 % Commercial 0 % 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 I SA NQAC 02T .0114(f1? ❑ Yes ❑ No
➢ If ves, provide a cop,.- of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'"
No. of Units
Flow
gala
GPD
gal
GPD
gal:'
GPD
gal.
GPD
gal;`
GPD
gal:'
GPD
Total
GPD
a See SAS' C.2T .0114fbj, (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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in O.S_ 42A-41.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I IANC AC 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: 0 GPD (per I5A' AC' 02T ,0114)
➢ Do not include future floes 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 timefranic 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
10
580
PVC
12
960
PVC
15
395
PVC
➢ Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity scwcr(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the NIDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (PumR Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Mills Branch PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.6456" Longitude.-78.7104:
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 1.08 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): 750 gallons per minute (GPM) at 81 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
6
PVC
If any portion of the force main is less than 4--inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C'_l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with SSA NCAC 02T ,0345{}t}f 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. GRAVITY SEVER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
2. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II R III of the MDC for Pcrmitting 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
X. 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
2. Pump station number or name: Middle Creek PS
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6334' Longitude:-78,7149"
5. Total number of pumps at the pump station: 2
7. Design flow of the pump station: 1.63 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
8. Operational point(s) per pump(s): 1.130 gallons per minute (GPM) at 164 feet total dynamic head (TDH)
9. 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.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
10. Power reliability in accordance with 15A NUAC: 02T _{i3PI h}f l ):
® 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 tinieframes, shall be provided as part of this permit
application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 4 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations.falternatives found in T .0305 ? ® Yes ❑ No
15A NCAC 02T.0305(f) 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 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
j 10 feet
Final earth grade (vertical) I
36 inches
➢ If noncompliance with 92T,0305M.oE W, see Section X.1 of this application
*15A NQAC; 02'I';030SW 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 Classifi jons webnaee
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 ® NrA
➢ 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 ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 1,5A NCAC 0213 .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213-0202
5. Does the project require coverage/authorization under a 404 Nation%vide+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 ISA NCAC 02T.0105tcN[s) (additional permits?certifications)? ® Yes ❑ No
Per I SA NCAC 021.OL&S Jl6l, 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 156 NC:A(, 9JJ-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 5 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 Graviiv Sewer Minimum Design Criteria tlatest 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 subject 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 project, the full technical_ review is required.
2. Professional Engineer's Certification:
1, _ _ . J 4r�,. , attest that this application for P i t LL S_ 'JFA#jcAA f 1A i oot.G C IQ_t56. k PS
(Professional Enginee s name frop Application Item 111.1) (Project Name from Application Item 11.1) tlAS
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 Gn4vily Sewers (latest version}, and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest v(zrsion). 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
\, CA
_ a AL 9r
046286
1REY B OP��
I, Michael Wagner , attest that this application for Mills Branch and Middle Creek PS Upgrades
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11 l)
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 143-215.613. 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.
Signature: 41 W-1�141w�
Date: 02/20/2023
FORM: FTA 06-21 Page 6 of 5

MAR 2 0 2023 State of North Carolina
Department of Environmental Quality
DWR Raleigh Re iol;ta1 Division of Water Resources
VAST l TH SEWER SYSTEM EXTENSION APPLICATION
Division of Witter Resources INSTRUCTIONS FOR FORM: FTAr._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 goad 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/Narratii-e 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 numberlstatus 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 w ith the
North Carolina Sccrcgary of Staie.
❑ If the Applicant Type in Item 1.2 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, scaled and dated by a North Carolina
licensed Prnfes. i nal Frtizineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106 . 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 w ho meets the criteria in ISA NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow TrackingrAcceptance Form (Form: FTSE 04-16) (If Applicable):
r: A ❑ 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 (low 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 a ill not violate Gi_S. 143-215,67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 I 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 sc%%er, pump stations, & force main)
➢ Downstream connection points and permit number (if know n) 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):
N:A ❑ Submit a copy of the most recently issued existing permit.
K'A ❑ 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 addcd/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):
N.A ❑ Per 15A NCA[' 02T .0305(hJ 1l, 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 Dig ision 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 po►%er outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
N;A ❑ Per 15A NCAC 021.01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the forth Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
N A ❑ Provide a letter from the North Carolina TA;tities Commission's Water and Sewer Division public Staff stating an application
for a franchise has been received and that the ser% ice area is contiguous to an existing franchised area or that franchise appro%al
is expected.
d.N:',�Operational Agreements (Applications from HOA)'POA and Developers for lots to be sold):
KIA ❑ HomclProperty Owners' Associations
N.A ❑ Per I SA SA NCAC 2T .0115(c), submit the properly executed -Operational &reetnent (F Rty1tL [QA).
N A ❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and Fay-law,S_
';:A❑ Dcvclopr.rs of lots to be sold
N A❑ Per 15A NQAC 02T .0115fb1. submit the properly executed Operational Agreement fF0HM DEV1.
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,
(828) 2964500
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 Re ional 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,
(919) 7914200
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
Wilm€naton 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 R SUPPORTING DOCUMENTATION Page 3 of 3

NC Dept of Environmental Quality
MAR 2 0 7J Mghfill Infrastructure Engineering, P.C.
2703 Jones Franklin Road, Suite 201
Cary, North Carolina 27518
H I G H F I L L Raleigh RegiewdkoffiW I NC Firm License No. C-2586
March 20, 2023
NCDEQ-DWR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
RE: Application Submittal
Mills Branch and Middle Creek Pump Stations Improvements
HIGHFILL Project No.: FVA2001
Dear Reviewer:
The Mills Branch and Middle Creek Pump Stations Improvements project consists in upgrading the
existing Mills Branch and Middle Creek Pump Stations (PS) and respective gravity sewer collection system
to accommodate build -out flow projections. Mills Branch and Middle Creek Pump Stations Improvements
project includes the following upgrades:
• The installation of 4 ARVs along existing force main.
• One sanitary sewer manhole replacement.
• Sanitary sewer line replacement of approximately:
o 580 LF of 8-inch with 10-inch
0 300 LF of 8-inch with 12-inch
0 660 LF of 10-inch with 12-inch
0 355 LF of 10-inch with 15-inch
0 40 LF of 12-inch with 15-inch
An existing 12-inch gravity sewer system receives the flows from Mills Branch and Middle Creek Pump
Stations. The system wide collection system permit number is WQCS00193. The sewer then discharges
into Terrible Creek Wastewater Treatment Plant under Permit No. NC0066516. Unfortunately, the sewer
permits could not be located. The sewer system was previously owned and maintained by Wake County,
and when it changed ownership to the Town of Fuquay-Varina, no paperwork was transferred with them.
Please find enclosed two copies of the following document for review and approval:
• Fast -Track Form (FTA 06-21) and supporting documentation.
Also, please find the following:
• Application fee check in the amount of $480.00
Engineering is our profession. Service is our passion.

NCDEQ-DWR
February 20, 2023
Please contact me at 919-481-4342 or fallenhiepc.com if you have any questions or concerns.
Sincerely,
HIGHFILL INFRASTRUCTURE ENGINEERING, P.C.
wa.�
Jeremy Allen, PE
Project Manager
enclosures
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HIGHFILL INFRASTRUCTURE BB&T
BnAncn GINNING AND T0. sr COMPANY
ENGINEERING, P.C. NORTH CAROLINA
2703 Jones Franklin Road, Suite 201 66-112/531
Cary, NC 27518 3/17/2023
PAY TO THE ORDER OF NCDEQ $ **480.00
Four Hundred Eighty and
NCDEQ
MEMO
Track application
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DOLLARS;
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II'00008 ?a coin i:0 S 3 10 L 12 0:000 S 29 200 2 ? 3611'
HIGHFILL INFRASTRUCTURE ENGINEERING, P.C. 8786
NCDEQ 3/17/2023
Reimb Expenses (1@$480.00) Reimbursable Expenses 480.00
Checking-BB&T Fast Track application 480.00
HIGHFILL INFRASTRUCTURE ENGINEERING, P.C. 8786
NCDEQ 3/17/2023
Reimb Expenses (1@$480 00) Reimbursable Expenses 480.00
Checking-BB&T Fast Track application 480.00
PWDUCT SSLT104 USE WITH 91667 ENVELOPE MCBEE To Reorder: 1-ODD-662-2331 or www.mcbeeinc.com
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