WQ0042073_Application (FTSE)_20201201

.1 YR
(on of Water Resources
�E i Vt l State of North Carolina
DEQJ WR Department of Environmental Quality
7 �1 ,�(l�l99pp Division of Water Resources A VA0& .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer exteoons`in oFt nggrav setVers, 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 good engineerine 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 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.
NC Dept of Enviroouiental Quality
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 IC .0100;
Projects that do not meet any pail of the minimum design criteria (MDC) document;OCT' 2 0 202U
➢ Projects that involve 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 connecting to pressurized systems (e.g. force mains); kaleig h Regional Office
➢ 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.
r0 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 $480.00 dated within 90 days of application submittal.
➢ 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, 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 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, sealed and dated by a North
Carolina licensed Professional En ineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0I06(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 I of3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit 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 permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
D This alternative is only available for average daily flows less than 15,000 gallons per day
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement FORM: DEV .
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pare 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
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 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Qualitv Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
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, Pen
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Allegheny, Ashe, Caswell, Davidson,
Water
Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvlsion of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: n, be completed by DWR)
All items must be completed or the aonlication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Angier (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: Jimmy Cook per 15A NCAC 02T 0106(b)
Title: Public Works Director
4. Applicant's mailing address: P.O. Box 278
City: Angier State: NC Zip: 27501-_
5. Applicant's contact information:
Phone number: [phone] Email Address: jcook angiecorg
If. PROJECT INFORMATION:
I. Project name: Neill's Pointe
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35:514201' Longitude:-78.762486'
5. Parcel ID (if applicable): 0674-01-64347 0674-11-1816: 0674-19-5217
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION.-
1. Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Ste 102
City: Raleigh State: NC Zip: 27607-_
Phone number: 219 532-3281 Email Address: Mike.ZaccardoL@,timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional W WTP Permit Number: NCO021636
Owner Name: Harnett County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00183
Owner Name(s): Town of Angier
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/Pro ererty 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/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 [I Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T 0103(20))
�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 aooroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °"
No. of Units
Flow
Residential
360 gal/day
208
74,880 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
74,880 GPD
a See 15A NCAC 02T 01 14(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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:,7-4.880 GPD (per 15A NCAC 02T .0114)
➢ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers':
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 9,298 DI, C-900 & SDR-35
PVC
'w Section 11 & Ill 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 requirement is not allowed and a violation of the MDC
VIII. 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0 Longitude: -
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T 0305(h'(I ):
❑ 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 telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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.
➢ 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e,) ® Yes [—]No
15A NCAC 02T.0305(f) contains minimum senarations that shall he nrnviderl fnr cewrr c to -
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer 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
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water 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
Drainage systems and interce for drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
r 15A NCAC 02T 030560 contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webna e
If noncompliance with 02T 0305(fl or (e) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes [—]No ❑ N/A
Seethe Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
➢ 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 .0?00? ®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?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 0105(e)(6), directly related environmental permits or certification applications are 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.).
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, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes E No ❑ N/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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Paee 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?
E Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I. Gill h�, f%
name
Item I11.1.)
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 documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum 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 misdemeanorwhich may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. t t t i
North Carolina Professional Engineer's seal, signature, and date: j
3. Applicant's Certification per 15A NCAC 02T .0106(b):
name & title
Item 1.3.)
1 1
�,ZACGP�Q0`:
.....................................................
attest that this application for
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: 1L) -6 - 0W iU
FORM: FTA 04-16
Page 5 of 5

a a�ve_.a v am a_a
State of North Caroltua
r Department of Environmental Quality
Division:af Water Resources
ISA NCAC 02T .0300 -FAST TRACK SEWER SYSTEM EXTENSfON`APAT I
DWlslon of Water Resources FTA 04-16 & SUYPORTING
IIDCCEQ>fDp
WR
Application Number: (to be wmpleted by DW t
All items must be cam pleted or the a licatiou will be retur ed
NOV 2)3 2020
963�ti.-
1. APPLICANT INFORMATION:
QRO
1. Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)�{�k@11A�t4(l€I l
2. Applicant type: El individual ❑ Corporation Q General Partnership ❑ Priv -Owned Public tili6
❑ Federal ❑ State/County Municipal ❑ Other
i 1
3. Signature authority's name: Jimmy Cook per 15A NCAC 02T .01.06(b)IJ
Title: Public Works Director DEQIDVVR
4. Applicant's mailing address: P.O. Box 2781311
City: Angie State: NC Zip: 27501-_ ��
o
5. Applicanfscontact information: 1{�]
� �
Phone number: �9) 331-6708 Email Address: jcook a@angiee �'; +,/i; I y n n�,4, n, ;C
cm
II. PROJECT INFORMATION:
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1. Project name: Neill's Pointe
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2. Application/Project status: El Proposed (New Permit) El Existing Permit/Project
4
If a modification, provide the existing permit number•. WQOO_ and issued date:
if new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.514201' Longitude:-78.762486'
5. Parcel ID (if applicable): 0674-01-6434: 0674-11-1916: 0674-19-5217
(or Parcel ID to closest downstream sewer)
HI. CONSULTANT INFORMATION:
L Professional Engineer: Mike Zaccardo License Number: 022321
4357
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NORTH CAROLINA LLC
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Page t of 5

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date: 10/20/2020 Job #: 43829
Project: Neill's Pointe
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
Incl. Flow Acceptance Form/ Certification Statement
1
2
Check for $480
1
3
Project Engineer's Report
1
4
USGS ma pt of -nv;
1
5
Vicinity Map `rat QU'2L
THESE ITEMS ARE TRANSMITTED:dicl
If enclosures are not as noted, please notify us at once. I`c°ioi,a(
Oaice,
COMMENTS:
Please let us know if you have any questions or require any additional information
Thank you,
TIMMONS GROUP
Sol Moore
Project Manager
[phone]
[e-mail]
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State of North Carolina
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��� Department of Environmental Quality
Division of Water Resources
5 CAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
;ter Resources WU�„MSI'y
FTA 04-16 &SUPPORTING DOCUMENTATION
>avrTr,-17;/)IIt-P=r,rnla,c,F;c.r_ p
Application Number: oQ oo —)3 it(,be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Anuier(company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal p' El Other
3. Signature authority's name: Jimmy Cook per 15A NCAC 02T 0106(b)
Title: Public Works Director
4. Applicant's mailing address: P.O. Box 278
City: Angier State: NC Zip: 27501-
5. Applicant's contact information:
Phone number: [phone] Email Address: icook.(�ar ier.ore
11. PROJECT INFORMATION:
1. Project name: Neill's Pointe
2. Application Troject 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: WQOO
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.514201 Longitude:-78.762486'
5. Parcel ID (if applicable): 0674.01-6434:0674-11-1816 0674-19-5217
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
L Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 54-10 Trinity Road, Ste 102
Zip_. 2760_..
DAN RYAN BUILDERS
NORTH CAROLINA LLC
2099 GAITHER RD STE 600
ROCKVILLE, MD 20850
THE RALEIGH PERMIT ACCOUNT
,ll ' atyl,nq tK-•c7t. of tny,r
F;FTrRE THI ❑
4211
, iaavzu n
DATE --1 0-I _ �("l �/v CHECK pARWR
y80.00
DOLLARS
a 4yr
BRN
-
pp,,- t9E �p

x t ul State of North Carolina
Department of Environmental Quality
r�
Division of Water Resources
'-rMI'lon of Wm r area,,,,' Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Angier NC
Project Name for which flow is being requested: Neill's Pointe
More than one FTSE maybe required for a single project ithe owner ofthe 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.
b.
C.
d.
e.
f.
9.
h.
WWTP Facility Name: North Harnett WWTP
WWTP Facility Permit #: NCO021636
WWTP facility's permitted flow Aliflows are in MGD
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow
Total flow for this specific request
Total actual and obligated flows to the facility
Percent of permitted flow used
1.008
0..3145
_5988 �, L19^ oyPnvironIIIentM Quali'tY
.0748
.9881 WIN
98.0%
II. Complete this section for each pump station you are responsible for along
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 / pt),
Number)
MOD MOD
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx,
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
The Firm Capacity 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 (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): Town of Angier NHRWWTP
Downstream Permit Number: WQS00183, NC0021636
officce
Page I of 6
FTSE 04-16

III. Certification Statement:
I _Henry James Cook certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
otgnature
-(O rPL40
Page 2 of 6
FTSF. 04_1 A

.S
p\li.Clem of Envhorimental dlualit,/
State of North Carolina
OCT ? 0 20W Department of Environmental Quality
Division of Water Resources
RVWv1U90-khi) M&eA pttance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: _Town of Angier
Project Name for which flow is being requested: Neill's Point
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for tell ptanp
stations along the route ofthe proposed wastewaterflow.
1. 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 #: NC0021636
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 1.451 MGD
FV Obligated Flow NYT
0.684 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.339 MGD
Angier Obligated Flow NYT
0.315 MGD
e. WWTP facility's actual avg. flow
4.814 MGD
FV Actual Flow
1.255 MGD
Lillington Actual Flow
0.743 MGD
HC Actual Flow
2.205 MGD
Angier Actual Flow
0.611 MGD
f. Total flow for this specific request
0.075 MGD
g. Total actual and obligated flows to the facility
6.340 MGD
FV Actual Avg. + Obligated Flow
1.939 MGD
Lillington Actual Avg. + Obligated Flow
0.856 MGD
HC Actual Avg. + Obligated Flow
2.544 MGD
Angier Actual + Obligated Flow
1.001 MGD
h. Percent of permitted flow used 84.50%
I1. 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:
Page I of 4
FTSE 06-1

(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
CONTACT
TOFV
FOR
UPSTREAM
SLS
CAPACITY
INFO
SLS 120 14.4 5.76 3.021 1.302 4.323 1.437
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** 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
111. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of tAwastewater flow.
Signing Official
Date
Page 2 of 4
FTSE 06-13

TIMMONS GRQIIJP
YOUR VISION ACHIEVED THROUGH Ou��O. tL"iromnontaiQuality
PROJECT ENGINEERS' REPORT 1)� ? O
Project Name: Neill's Pointe Z�a(�ig. f o z011 a oniG0
Location: Angier, Harnett County, NC
PIN: 0674-11-1816; 0674-01-6434; 0674-11-5217
Owners: James E. Barefoot
Rebecca B. Everett Aldos Cortez Barefoot III
946 Marguerite Dr.
2012 Nakoma PI. 119 Canterburry Dr.
Winston-Salem, NC 27106
Raleigh, NC 27607 Wilmington, DE 19803
Developer: Dan Ryan Builders
3000 RDU Center Dr., Ste. 202
I I III I I
Morrisville, NC 27560
O
FRS H C �'..
Consultant: Timmons Group
`\��
C�..•OIF. ES.' •• ��
;:QP
Mike Zaccardo, PE
_ T
5410 Trinity Road, Suite 102_—
Raleigh, NC 27607
— =
Phone: [phone]
EEFt
PROJECT DESCRIPTION AND NARRATIVE:
The proposed development is located at 1343 Chalybeate Springs Road in Angier, NC. The project
proposes the construction of 208 single-family lots.
The project is anticipated to generate the following
wastewater flows:
208 (3-BEDROOM) UNITS AT 360 GPD = 74,880 GPD
TOTAL = 74,880 GPD
The proposed gravity sanitary sewer system will consist of approximately 9,298 LF of Ductile Iron, C900
and SDR-35 PVC.
The new gravity sanitary sewer system will be owned, operated, and maintained by the Town of Angier,
NC.

E
0
0
0
M N M
M M
f`C
D

Memo
To: Trent Allen
From: Barbara Dunn
cc: Jason Robinson & Ted Cashion
Date: 10/27/2020
Re: Fast Track Application
Trent,
NCDEQ RRO-WQROS
RECEIVED
OCT 2 8 Z020
WOROS
FAY'r1 ,EviLl =`REGIONA.LOFFiCC
The attached Fast Track Application and Check were sent to our office. The project is
in Harnett County.
If you have any questions, please contact Jason Robinson or Ted Cashion at 919-791-
4200.