WQ0041873_Sewer Extension, corrected_20200730

DWR
State of North Carolina
Department of. Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & 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 and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and jiood enp-ineerinp practices.
While no upfront engineering design documents are required for subnnitlal, 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
docu rents shall be 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 require an environmental assessment in accordance with 15A NCAC 1C .0100;
y Projects that do not meet any pail of the minimum design criteria (MDC) document;
➢ Projects that invoh7e a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
>= STEP or simplex grinder pumps comnecting to pressurized systems (e.g. force mains);
y 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 of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Y Be specific as to the system type, number of homes served, flow allocation required, etc.
�= If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of S480.00 dated within 90 days of application submittal.
r Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attaclunents to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or connpany, provide documentation it is registered for business with
the N.ordi Carolina Secretar of Stare.
❑ 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 11.1 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 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Traclang/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE fornn from the owners of the downstream sewers and treatment facility.
Y Multiple forms inaybe 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.
r Submittal of this application and fonn FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
1 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 and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Y Downstream connection points and penult number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing penult.
❑ Provide a list of any items within the penult the Applicant would like the Division to address during the permit
modification (i.e., penmit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(1i)(I submit documentation of power reliability for pumping stations.
Y 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, nndependently-powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
Y 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)
L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 I.5(a)(I) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstratmg 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 Sewcr 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):
❑ Houne/Prn erty Owners* Associations
❑ Per 15A NCAC 02T JI115(c), submit the properly executed Operational Agreement FORM: H.OA .
❑ 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 Op rational Agiveennent (FORM.: DEW
For more it formation, visit the Division's collection systems f, ehaite
INSTRUCTIONS FOR FORM: FTA 04-16 & 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
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water Quality Section
Mooresville Regional Office
Water Quality Section
Raleigh Regional Office
Water Quality Section
Washington Regional Office
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional Office
Water Quality Section
ADDRESS COUNTIES SERVED
2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DW]k. Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WQ0041873 (to be completed by DtiIk
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Raeford Rd Fayetteville 2019. LLC (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: Collins Hartzog, per 15A NCAC 02T .0106(b)
Title: Member/manager
4. Applicant's mailing address: 109 Still Wild Ln
City: Eight State: SC Zip: 29045-
5. Applicant's contact information:
Phone number: QW) 361-6718 Email Address: collinshartzog_Agmail.com
H. PROJECT INFORMATION:
1. Project name: Starbucks - Raeford Rd
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cumberland
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.039458" Longitude:-79.000301'
5. Parcel ID (if applicable): 9496-99-9355
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
h . Professional Engineer: Matt Lowder License Number: 24434
Finn: Triangle Site Design
Mailing address: 4004 Barrett Dr, Suite 101
City: Raleigh State: NC Zip: 27609-
Phone number: [phone] Email Address: niloNA-dercr;tri:nngle.yedesigu.cQm
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rockfish WWTF Permit Number: NPDES N00050105
Owner Name: Fayetteville Public Works Conunission
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): PWC2013-S011 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Nunmber(s) (if applicable): WQCS00007
Owner Name(s): Fayetteville Public Works Conunission
FORM: FTA 04-16 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/semice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swirruning Pool /Clubhouse
® Food and drink facilities ❑ Church ❑ Swinuning Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
y If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project;
Establishment Type (see 02T.0114(f))
Daily Design Flow ,b
No. of Units
Flow
Restaraunt
25 gal/seat
75
1,875 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,875 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 establislunents not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1,875 GPD (per 15A NCAC 02T .0114)
L Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
r Section I1 & 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)
Y Oversizing lines to meet minimum slope requirement is not allowed and a Aolation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Pentair Myers VRS20A-21
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.039458' Longitude:-79.000301'
3. Design flow of the pump station: 0.0019 mullions gallons per day (finu capacity)
4. Operational point(s) of the pump(s): 65 gallons per minute at 20 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
1.5 222 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetn, - 15A NCAC 02T .0305(h)(1)(C):
r It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
Y 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.
FORM: FTA 04-16 Page 3 of 5

IA. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
y 15A NCAC 02T.0305(f) contains minimmu scUamlions that shall be umvided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Stone sewers and other utilities not listed below vertical
24 inches
Water mains (vertical -water over seiner including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed mauler lines (horizontal - reclaimed over seiver)
2 feet
**Air), private or public water supply source, including any wells. WS-I waters of Class 1 or
Class 17 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from nomral
lu h water or tide elevation) and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or groundwater lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drains e systems and interceptor drains
5 feet
Any savimrnin ools
10 feet
Final earth grade (vertical
36 inches
)= l 5A NCAC 02T,0305 contains alternatives where separations in 02T.0305(f) camiot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
v If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply avith separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required if the alternative design criteria specified is utilized in design and construction
i As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
>- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
i= Inforniation can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pen-nits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related enviromnental pennits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of thus permit is contingent on issuance of dependent pernuts (erosion and
sedimentation control plans, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402. "high -priority sewer' means "any aerial sewer, seaver contacting surface waters, siphon, or seaver
positioned parallel to streambanks that is subject to erosion that undernunes or deteriorates the sewer.
❑ Yes ® No ❑ N/A
If yes. include an attachnnent 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
i. Does the submitted system comply with 15A NCAC 02T. the Mini:nuin Design Criteria for the Pennitting.of Punmp_Slation5
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
2.
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. At) proval of the recluest is rec uired prior to sit hmittaI of tine Fast Trach A ] plication and su ono rtin g documents.
I,
neer's Certification:
(Professional Engineer's name from Application Item III.1.)
st that this application for
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 docupnentation 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, Gravity Sewer
Minimmn Design Criteria for Gravity 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 143-215.613. 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 .yttt
Non th Carolina Professional Engineer's seal, signature, and date:�
t
� E
,ire
0
: �r �eaea"°�°ry�• �
,,fr. L•4�r i `iJ,,�
Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Afolmoriiy's name &!title fromAppl.14ition Item 1.3.)
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 attaclnnents 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 attaclmients are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance Nvith General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement; representation, or certification in any application package slmall be guilt), 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:
FORM: FTA 04-16 Page 5 of 5