WQ0042187_Application_20230518

NC Dept of FrtVlrotlmerttal Quality
State of North Carolina
MAY $023 Department of Environmental Quality
DWR Division of Water Resources
EEYSTEM EXTENSION APPLICATION
Division of Water Resources Ralej};h i _e� j()Ila� (j%& C> FTA 06 R1 & SUPPORTING DOCUMENTATION
Application Number: 8 .to be completed b) DWR)
All items must be completed or the application will be returned
1. 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
3. Signature authority's name: Michael Wagner per 15 _NCAC 02T .0106fb} itviror�tnentat Quality
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquay-Varina State: NC Zip: 27526- Rafe! rh
b Re^ti31}�11Offlce
5. Applicant's contact information: 4`
Phone number: (919) 567-391 1 Email Address: mwa ner ._fuquay-varina.org
[1. PROJECT INFORMATION:
I. Project name: The Crossings Apartments, Phases 1-7
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0042187 and issued date: March 24, 2021,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.596071 Longitude:-78.780021
5. Parcel ID (if applicable): 0667-41-8954 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Donald L. Curry, PE License Number: 26970
Firm: The Curry Engineering Group. PLLC
Mailing address: 205 S. Fuquay Avenue
City: Fuquay-Varina State: NC Zip: 27526-2212
Phone number: (219) 52-0849 Email Address: don a,curr,+� eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC0066516
Owner Name: Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0030170
2. Downstream (Receiving) Sewer Information: 8 inch X Gravity I 1 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 I of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:)Yes [:)No ® MIA
2. If the Applicant is a Developer of lots to be sold, has a Dcveloper's Oncrational 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.01 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 : preschool f day care ❑ Medical." dental!" veterinary facilities ® Swimming Pool'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter 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 .01 14(? ❑ Yes ❑ No
If yes, provide a copy of now reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e b
No. of Units
Flow
Multi -Family Residential
240 gal/unit
336
80,640 GPD
Amenity Site
10 gal person
40
400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
81,040 GPD
a See ISA NCAC 1 4 b d e I and LeJ(,21 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 .01 14(c), design flow rates for establishments not identified [in table ,1.5A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 81,,040 GPD (per 15A NCAC_U2T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station,Torce 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MQC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) I Length (feet) I Material
! 8 1 127 j PVC (C900)
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
7 Section III contains information related to minimum slopes for gravity sewer(s)
;;� Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & MDC[Pump Statians/For�m Mains!:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen []Other (please specify)
6. Power reliability in accordance with _L$A. NCAC 02T .0305fh1t I k
❑ Standby power source or ❑ Standby pump
Ar 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 gallon; 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 in15A-NCAC 02T .0305ff1 & W? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be Drovided 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-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 WQ U or U1 see Section X.I of this application
* I SA NCAC 02T.0305{9-) contains alternatives where separations in 02T.0305(o 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 webppa
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.
10, No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: _ ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .020V ❑ Yes ❑ No
1W This includes Trout Buffered Streams per I. SA NCAC 213.020.2
5. Does the project require coverage..authorization under a 404 Nationwideiindividual 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 I JA NCAC 02T.010�(c]L6) (additional permits certifications)? ® Yes ❑ No
Per 15A N AC 02T.0105(c)(§ , 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 02_T,010, "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.
A, 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:
[. Does the submitted system comply with 15A CAC 02T, the Minimurrr I)g�� i riteria for [��Permittina�fl�,mn.Stations
and Force Mair)s (fates[ version l_ and the Gravir% Sewer M inimum Dc5i99 Criteria atest vcirJion} 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 a rove[ Qf the vermit, and Proiects requirin& a variance approval Way be subject to loin er
review times. For r 'ects rMuirink two or more variances or where the variance is determined by the Division to be a
significant gortion of the 12roject, the full technical review is re uired.
2. Professional Engineer's Certification:
1, i L- C.uRQ�7 _'7Z , l&, attest that this application for CgoSsI,rGg s4PrS . [ -7
(Professional Engineer's name from r pp icatwn It" III 1 ) (Project Name from Application Item' IF t)
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,
Minfm�w.i..Dp!�ign CritqdAr Gravita Sewers (latest version}, and the Minimum Design Criteri$ fgrthe Fast -Track Permitting
of Pumg.Starions 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.
(VOTE - 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 data
Applicant's Certification per 15A NCAC 02T .0106(b):
I, _.- Michael Wagner , attest that this application for The Crossings Apartments Phases 1-7
(Signature Authority Name From Application Item 13 ) (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: 05/ 15/2023
FORM: FTA 06-21 Pase 5 of 5

A Dept ol'Ir.n-1r<:iinwillal Quality
State of North Carolina
Department of Environmental Quality
PkR Division of Water Resources
VAjTITJk4Ct1S2f&1 l) j1k YSTEM EXTENSION APPLICATION
Dhislon 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 021: and the Division's
Minimum Design Criteria (Gravity Sewer & Pump do 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 l5A 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)
r 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 1.2 is a corporation or company, provide documentation it is registered for business with the
,forth Carolina Secretary of State.
❑ 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 IL I 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 Enginw,
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15NCAC 02T .0106tb}. 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 Page I of

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.
r Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 1-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(hX 1), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
AW if the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T _01 Malt 1) provide the Certificate of Public Convenience and Necessity from the North Carolina Vtilities
f�gmmission 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 Qtilities Commis_3inn'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_0I 15Lc), submit the properly executed Operational Agreement ( FORM: H()1l}.
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115( , submit the properly executed Operational Ag_rot.ment (FORM: DEV).
For more ittfoi-mation, visit the Division 'v collection sistems website
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of;

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 Qualily Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fa etteville Regional Office
Anson, Bladen, Cumberland, Harnett, Hoke,
225 Green Street Suite 714
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 Qualiitai 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

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: The Crossings Apartments Phases 1-7
More than one FTSE may be required for a single project if floe owner of the WWTP is not responsible for all pump
stations along the route of the proposer) wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP
b. WWTP Facility Permit #: NC0066516
A11 flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1,187
e. WWTP facility's actual avg. flow 1.306
f. Total flow for this specific request 0.081
g. Total actual and obligated flows to the facility 2.623
h. Percent of permitted flow used 83.1 %
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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
(pt) 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): Terrible Creek WWTP
Downstream Permit Number: NC0066516
Page 1 of 6
FTSE 10.18

111. Certification Statement:
I Michael Wagner 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 11 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.
Signing Of
Public Utilities Director
Title of Signing Official
05-15;-2023
Date
Page 2 of b
1~TSE 10-18

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CurryENGINEERING
May 16. 2023
NC Department of Environment Quality
Division of Water Resources
Raleigh Regionat Offive
Water Quality Section
1628 Mall Service Center
Raleigh, NC 27699-1628
(9191791-4200
RE: The Crossings Apartments Phases 1-7 [WO00421871
Sewer Fast Track Sanitary Sewer Application Cover Letter
To Whom It May Concern,
NC Dept ofLrlvlronmcnr'ti
Duality
PAY 1S�r
23
J�O{eigh J%ional Otrlc cy
Enclosed please find documentation, design data, application fee and other resources necessary to
review the Fast Track Appl;cation for the public sanitary sewer system of The Crossings Apartments
Phases 1-7 development in Fuquay Varina, INC. This sanitary sewer application is a modification to
the existing permit which was previously submitted for the site for Phases 1 5, Perm t No.
W00042187. This Modification Application adds the additional flow of 26,880 GPD for Phases 6 and 7.
for a total of 81,040 GPD. There are no additional sanitary sewer lines being applied for. The Town of
Fuquay-Varina has recent,y approved the water allocation for Phases 6 & 7, they had previously only
allocated for Phases 1-5 plus the amenity center. The previously constructed sanitary sewer ..fines
connect to two existing public sewer ,ines at the center and west side of the property, which feed to
the Terrible Creek Waste Water Treatment Plant. The Crossings development is located at 775 N.
Judd Parkway NE in Fuquay-Var na. The property involved s .ocated within the City of Fuquay-Varina.
NC planning jurisdiction.
At the completion of construction, the system w .l be certified by a licensed professional engineer in
accordance with NCDEQ and State and local regulations -
Sincerely,
490
Ed Loeffler, Project Manager
T 19191552-0849 205 S.Fuquay Avenue
F 19191 552-2043 Fuquay-Varina, NC 27526
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