WQ0041681_Application (FTSE)_20240430

Robert M. Jusnes, Sr
Mayor
April 19, 2024
Trent Allen
Division of Water Resources
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, NC 28301-5095
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Town of Angier
www.anp,ier.org
Elizabeth Krige
Town Manager
Veronica Hardaway
Town Clerk
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Reference FTA Permit Modification Request -Lynn Ridge Subdivision
Mr. Allen,
We respectfully request your consideration to modify Lynn Ridge Subdivision Permit No.
WQ0041681 issued on May 13,2020. All items within the permit remain unchanged with the
exception of General Requirements (7) Pursuant to Session Law 2023-55, Senate Bill 673 we are
requesting a reduction in the daily design flow and therefore the total flow from 120 GPD/BR to
75 GPD/BR.
Please reverence the Engineer's memo that Summarizes the waste water generated by the
project. The original permit had (77) 3BR homes permitted at 27,720 GPD. (52) homes have
become tributary
We are requesting (5) 3BR homes permitted at 1,125GPD and (16) 4BR homes permitted at
4,800 GPD. This is a reduction of 3,075 GPD.
Items included in this package:
1. (1) Check for $600.00
2. (2) Modified Fast Track sewer system extension application
3. (2) Wastewater Collection System Extension Permit No. WQ0041681
4. (2) Memo from Engineer
5. Harnett County FTSE
6. Town of Angier FTSE
If you have any question please let me know.
Jimmy Cook
Town of Angier
Public Works Director
919-331-6708
Post Office Box 278 • Angier, North Carolina 27501-0278 • [phone]

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CSC
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RATEf#N CIVIL SURVEY COMPANY
Bateman Civil Survey Company, PC
2524 Reliance Avenue
Apex, NC 27539
April 03, 2024
Phone: [phone]
Fax: [phone]
info@ batemancivilsurvey.com
BCSC is requesting your consideration to modify Lynn Ridge Permit No. WQ0041681
issued on 05/13/2020. All items within the permit remain unchanged except for General
Requirements (7) Pursuant to Session Law 2023-55, Senate Bill 673. We are requesting a
reduction in the daily design flow of the non -issued certificate of occupancies
undeveloped homes and therefore the flow from these homes will reduce to 75 GPD/BR.
The original permit had 77 single family detached homes. The 77 homes were originally
permitted as 360 gallons/day/lot. The developer has constructed and issued certificates
of occupancies for 52 lots and are proposing 21 additional homes. The modification to
the existing permit WQ0041681 will be to reallocate tributary flow at 75
gallons/day/bedroom for the proposed 21 lots. This will result in a reduction of total
allocated tributary flow by -3,075 gpd.
Sewer flow permitted through WQ0041681— 77 single family homes at a design flow rate
of 360 gallons/day/lot = 27,720 gpd
Total flow used
52 co'd homes @ 360 gallons/day/lot = 18,720 gpd
Total flow remaining = 9,000 gpd
Reallocation of remaining flow from 21 undeveloped lots
5 homes — 3 bedroom @ 225 gpd = 1,125 gpd
16 homes — 4 bedroom @ 300 gpd = 4,800 gpd
Total reallocation = 5,925 gpd
This project has approved 404 permitting numbered SAW-2020-0488.
Lynn Ridge Engineer Ivemo.doc

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 10-23 & 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 j5_NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains and that plans, specifications and supporting documents
have been prepared in accordance with ISA NCAC 02T 15A NCAC 02T 0300. Division policies, and good eneinggring proctices.
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 021' .0305 and the applicable minim desi n criteria. These
documents shall be immediately available upon request by the Division.ul`U
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC' t�r)R
Projects not eligible for review via the fast track process (must be submitted for full technical review): APR Q ;Oa+
➢ 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 pumpVVQROS
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force rfi4VAET F11IP t cDc, ►rnA1,l r ,1rMr►,_
D 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.
Y Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name (Section I1.1. of the application).
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, 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 10-23):
® Submit the completed and appropriately executed application.
Y 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
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 N29 Caroling
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page I of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .010b 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),
E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G,S. 143-215.67(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 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitudellongitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A_NCAC 02T .0305(h,I(.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."
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 timefromes, 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.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Proa Owners' Associations
❑ Per 15A NCAC' 02T .0115(c), submit the properly executed O er tional Ag reement FO M: H
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Develo ers of to s to be sold
❑ Per 1SA NCAC 02T .01 IS(bl submit the properly executed Operational Agreement FORM: DEV .
Far more injorrnation, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION
PACKAGE INCLDING ALL
SUPPORTING INFORMATION
MATERIALS, SHOULD
BE SENT TO THE APPROPRIATE
AND
REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778-8211
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Faveftevills Re tonal Office
Water guallity Section
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Moores If Re Ion I Office
WaIRE 2211111VSection
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
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
WashinoWn Regional Qffice
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
Beaufort, Bartle, Camden, Chowan, Craven,
Currituok, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilminaton Regional Office
Water Quality
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Re tonal Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Later 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 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Divlslon of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
L Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: HeM Cook per 15A NCAC 021" .0106(b1
Title:Public Works Director ritVti Vtu
4. Applicant's mailing address: P.O. Box 278 R
City: Angier State: NC Zip: 27501-_ APR 3 O ava�
5. Applicant's contact information:
Phone number: 919 ) 331-M Email Address:jcook angier.org IAI
II. PROJECT INFORMATION:
'=*TTrFw1 r QROS,4' nF1-lr�
1. Project name: Modified Lynn Ridae
2. AppIication/Project status: ❑ Proposed (New Permit) ® Existing PermitlProject ❑ ARPA funded
If a modification, provide the existing permit number: WQ0 I681 and issued date: 05/13/2020.
For modifications, also attach a detailed narrative description as described In Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5139` Longitude:-78.7147'
5. Parcel ID (if applicable): 0684-41-31 3.000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Peter E. Norfleet Temple License Number: 024441
Firm: Fleet Temple Engineering, PLCC
Mailing address: 5245 Red Hill Church Rd
City: Coats State: NC Zip: 27521-
Phone number: (9l0) 65&2446 Email Address: fleet k)ftem leers incerin .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NC0021636
Owner Name: Harnett County T
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00183
►t
2. Downstream (Receiving) Sewer Information: $ inch ❑ Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00183
Owner Name(s): TAwn of Angier
FORM: FTA 10-23
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 ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's O erational Agreement (FORM: DE V been attached?
❑ Yes C] No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOAIPOA Operational Agreement FORM: HOA and
supplementary documentation as required by 15A NCAC 02T.011 S(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food re aration/service ❑ Car Wash
P P ❑Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church
El Businesses/offices! factories El Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(201)
If industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
9 If yes, Provide a covy of flow reduction approval letter with this a licatio
Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
3 Bedroom Residential Lots
4 Bedroom Residentaii Lots
Daily Design Flow e,b No. of Units Flow
225/gat/unit
5
1,125 GPD
300/gal/unit
16
4,800 GPD
gat/
GPD
gall
GPD
gall
GPD
Total
5,925GPD
See 15A NCAC 02T .0114 d e I and e 2 for caveats to wastewater design flow rates (i.e. 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�.
Per 15A NCAC 02T .0114(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.
Wastewater generated by project: 24,645 GPD {per 15A NCAC 92!.Q 114 and G.S. 143-215.I
9 Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why;
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FIFA 10-23 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 027' .03US & 11DC(Grarit► Servers):
L Summarize gravity sewer to be permitted:
Size (inches) Length (feet) baterial
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Overs&ing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pum.p. Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Appmximate Coordinates (Decimal Degrees): Latitude: 35.5110 Longitude: a8.715°
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 15A NCAC 02T .0305(h)(11:
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I SA NCAC 02T.0305(h)(l)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: F`I'A 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(t) & (0? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
18 inches
'Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
10 feet
Reclaimed water lines (horizontal - reclaimed over sewer)
18 inches
*'"Any private or public water supply source, including any wells, WS-1 waters of Class I or
2 feet
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
*'"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical) 36 inches
➢ If noncompliance with 02T.0305(0 or (g)-, see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(t) for documentation requirements and submit a separate document,
signed/scaled 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 reguirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction,
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Caper Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.002
S. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6). directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
Does this project include any sewer collection lines that are deemed "high -priority?" [--]Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer' means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through Interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority [fines shall be inspected by the permtttee 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 10-23 Page 4 of 5

Updated Version
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(fl or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes [—]No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [—]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC U21, the Mini turn Msi u l Criteria tot [he PermltUtt f 1'um , Statist,
and I-•orec hi�ir� lutest version and the Ora►it► 5e►sct Minimum Uesi t l`ritcria latest version as applicable?
® Yes ❑ No
If no. for projects requiring a single variance, complete and summit the Variance/Allemative Ik:sign Request application
(VADC 10-14) and supporting documents for review to the Central office. Approval of the request will be issued
concurrentiv t►•ith the a roval of the permit, and Drolects reuirin a variance aperoval may -be sub ect to longer
revicu► times. For projectsrequiring two or more variances or whom the valiance is determined b • the Divhion to he a
sl i team portion of the Prolect, the full technical review is r uired.
2. Professional Engineer's Corti ticatit, n
1, Peter E. Norfleet Temple, PE , attest that this application for Lynn Ridge
1professiorial tngtnmr's name from Application Item lit I ) (Project Name from Application ttam H.I )
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,
Mtn to i Iksi 11 ('11tel-la W, OWN it) Scoters latest yenslon , and the !.1ininturn De. i n (.'rlterta tier the Fast-1 rack Pernnttan
of s tins t ,t)rcc.t_vlairi,Ala.ttst 4rrtit,_-t)j. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design
NOTE — In accordance with General statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000. as well as civil penalties up to $25,000 per violation Misrepresentation of the application
Information, including failure to disclose any design non-complianoe with the applicable Rulos and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC-%.0701)
North Carolina Professional En eer's seal \,\111111 fl �1 '
gut ,sirraturc, and d:rlc:
0 -At�8 '
Applicant's Certification per 15A NCAC 02T .0106(b):4
j
I, h� 64- attest that this application fit / 'u ,`►
(Signature Authority Name from Application item L3.)
(Project \nsnc I1•.1n
Ir )
attest that this application has been revicived 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 retumed 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 cnforcenncnl
action that msy 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 GeneraI Statutes 14,1 .(•,l and 143-215.011, any person who knowingly makes any false
statement, representation, or eerlifloation in any application package shall be guilty of a Class 2 misdemeanor, which ma►•
include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
Signature.
Date. y
FORM: FTA 10-23 'y Page 5 of 5

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Gerald Vincent, Town Manager
Town of Angler
PO Box 278
Angier, NC 27501
'07 C w
o
QUkK
NORTH CAROLINA
Environmental Quality
May 13, 2020
Subject: Permit No. WQ0041681
Town of Angier
Lynn Ridge
Wastewater Collection System Extension Permit
Harnett County
Dear Mr. Vincent:
n�vo VCu
(*af6m
APR 3 0
=AYS7rplfllWQROS,Ar
(),:FICE
In accordance with your application received May 13, 2020, we are forwarding herewith
Permit No. WQ0041681 dated May 13, 2020 to Town of Angier for the construction and
operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein. This cover letter shall be considered a part of
this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition TH: This permit shall not be automatically transferable; a request must be made
and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 2T .0403 or any individual system-
wide collection system permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of
the North Carolina -licensed Professional Engineer to the licensing board.
North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1 225 Green Street, Suite 7141 Fayetteville. North Carolina 28301.
910.433.3300
An Equal Opportunity \ Affirmative Action Employer - Made in part by recycled paper

Town of Angier
Permit No. WQ0041681
Ifany parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 15013 of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are
made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Stephanie Zorio
at [phone] or via e-mail at [e-mail].
Sincerely,
Docu5fg nejd �byU
- )"Mk
5189C2D3DD5C42B
Trent Allen, Regional Supervisor
Water Quality Regional Operations Section
Fayetteville Regional Office
Division of Water Resources, NCDEQ
cc: Peter E. Norfleet Temple, Enoch Engineers, PA, 1403 NC 50 S., Benson, NC 27504
Laserfiche File
Page 2 of 9

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is
hereby granted to the
Town of Angier
Harnett County
for the construction and operation of approximately 3,041 linear feet of 8-inch gravity sewer and
1,785 linear feet of 4-inch force main and 85 GPM @ 40 TDH pump station with a permanent
generator w/ATS to serve Lynn Ridge project, and the discharge of 27,720 gallons per day of
collected domestic wastewater into the North Harnett Regional Wastewater Treatment Plant
existing sewerage system, pursuant to the application received May 13, 2020, and in conformity
with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a
part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
D� locuSigneddn by: n
�
Tren JOPP2" anal Supervisor
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0041681
Permit Issued: May 13, 2020
Page 3 of 9

411aa4:11►I14032LOU I Oki I&IHICOMAM
Town of Angier
is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection
extension. The sewage and wastewater collected by this system shall be treated in the North
Harnett Water Pollution Control Plant in accordance with Permit Number NC0021636.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a
North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and
rules.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-
215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1SA NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials unless specifically mentioned herein. 115A
NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in
the application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit
for the operation and maintenance of these facilities as required by 1SA NCAC 21' .0403. If an
individual permit is not required, the following performance criteria shall be met: [1SA NCAC
02T .0105(b)]:
Page 4 of 9

a. The sewer system shall he effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response has been
developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and
inspections are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as Follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users
and the legal means to require grease interceptors at existing establishments. The plan
shall also include legal means for inspections of the grease interceptors, enforcement for
violators and the legal means to control grease entering the system from other public and
private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least
bi-annual distribution of grease education materials to users of the collection system by
the permittee or its representative,
3. Grease education materials shall be distributed more often than required in Parts (1) and
(2) of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel
and equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
S. The Permittee shall report by telephone to a water resources staff member at the Fayetteville
Regional Office, telephone number- [phone], as soon as possible, but in no case more than
24 hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit Failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
Page 5 of 9

c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business horns may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing and submitting Part I of Form CS-SSO (or the most current Division approved form)
within five days following first knowledge of the occurrence. This report must outline the actions
Laken or proposed to be taken to ensure that the problem does not recur. Part II of Form CS-SSO
(or the most current Division approved form) can also he completed to show that the SSO was
beyond control. [G.S. 143-21SAC(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not
to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State. [15A NCAC 02T,0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is
one where the form is Fully executed and the supporting documents are provided as applicable.
Any wastewater flow made tributary to the wastewater collection system extension prior to
completion of this Engineer's Certification shall be considered a violation of the permit and shall
subject the PermiRee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of
the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have
been appropriately filed with the applicable County's Register of Deeds office shall be
submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents
are provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required
buffers, separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well
storage, surge protection, detention time in the wet well, and force main, ability to flush low
points in Force mains with a pump cycle, and downstream sewer capacity analysis. If a
portable power source or pump is dedicated to multiple stations, an evaluation of all the
pump stations' storage capacities and the rotation schedule of the portable power source or
primp, include travel timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or
the Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary Form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes
resulting in non-compliance with this permit (including pipe length increases of 10% or greater,
Page 6of9

increased flow, pump station design capacity design increases of 5% or greater, and increases in
the IlUrnher/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case-hy-case
basis and each on its own merit Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .0116]
8, Gravity sewers installed greater than ten percent below the minimurn required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be
certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions
have been examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance
requests will be evaluated on a case -by -case basis. Resolution of such request shall he evident
prior to completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the
life of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board. [15A NCAC 02T .0104; 15A NCAC 02T.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(h)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by the Division any other Federal,
State, or Local government agencies which have jurisdiction or obtaining other permits which
may be required by the Division or any other Federal, State, of Local government agencies. [G.S.
143-215.1(b)]
Page 7 of 9

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per ISA NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
Wg00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing
address, change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the
current phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers Llatest version), and
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and
operation.
Contact the Central Office to discuss the variance to determine a course of action.
Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any
other pertinent information to the Central Office (one hard copy, one digital copy).
The central office will review the variance request, and if approvable, specific language regarding the
variance will be incorporated into the permit, either via a special condition or a supplementary letter. A
copy of the reissued permit with variance language or the variance letter must be maintained with the
original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? ❑ Yes ❑ No
+ If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a) (5). If the permit does not include this language, the Fast Track reviewer will reissue the
permit with the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including
but not limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design
change of 5% or greater, and/or change in the number/type of connections)? ❑ Yes ❑ No
+ If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 225 Green St, Fayetteville, NC Zip 28301
Fayetteville Regional Office Phone: [phone] FAX: [phone]

PERMITTEE: Town of Angier
PERMIT #: WQ0041681
PROJECT: Lynn Ridge
ISSUE DATE: May 13, 2020
This project shall not be considered complete nor allowed to operate in accordance with
Condition 7 of this permit until the Division has received this Certification and all required
supporting documentation. It should be submitted in a manner- that documents the
Division's receipt. Send the required documentation the Regional Supervisor, Water Quality
Regional Operations Section at the address at the bottom.
Any wastewater now made tributary to the wastewater collection system extension prior to
completion of this Certification shall be considered a violation of the permit and shall subject
the Permittee to appropriate enforcement actions. The Permittee is responsible for tracking
all partial certifications up until a final certification is received. A Final Certification shall be
a complete set of record drawings and design calculations regardless of whether partials
have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed
pursuant to the applicable standards & requirements, the Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to
operate & maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the
construction of the project name and location as referenced above for the above Permittee
hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources'
(Division) Gravity Sewer Minimurn Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Ptunp Stations and
Force Mains adopted June 1, 2000 as applicable; and other- supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):

r:
}I•:: BcSC
Is BATEMAN CIVIL SURVEY COMPANY
Bateman Civil Survey Company, PC � Phone: [phone]
2524 Reliance Avenue ��� Fax: [phone]
Apex, NC 27539 [e-mail]
APR 3 0 ;to?'q
Ap ri 1 03, 2024 WORQS
AYET Fvjj I P =mt)Ai,41 OFFICE
BCSC is requesting your consideration to modify Lynn Ridge Permit No. WQ0041681
issued on 05/13/2020. All items within the permit remain unchanged except for General
Requirements (7) Pursuant to Session Law 2023-55, Senate Bill 673. We are requesting a
reduction in the daily design flow of the non -issued certificate of occupancies
undeveloped homes and therefore the flow from these homes will reduce to 75 GPD/BR.
The original permit had 77 single family detached homes. The 77 homes were originally
permitted as 360 gallons/day/lot. The developer has constructed and issued certificates
of occupancies for 52 lots and are proposing 21 additional homes. The modification to
the existing permit WQ0041681 will be to reallocate tributary flow at 75
gallons/day/bedroom for the proposed 21 lots. This will result in a reduction of total
allocated tributary flow by -3,075 gpd.
Sewer flow permitted through WQ0041681— 77 single family homes at a design flow rate
of 360 gallons/day/lot = 27,720 gpd
Total flow used
52 co'd homes @ 360 gallons/day/lot = 18,720 gpd
Total flow remaining = 9,000 gpd
Reallocation of remaininp- flow from 21 undeveloped lots
5 homes -- 3 bedroom @ 225 gpd = 1,125 gpd
16 homes — 4 bedroom @ 300 gpd = 4,800 gpd
Total reallocation = 5,925 gpd
Lynn Ridge Engineer Memo.doc

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Lynn Ridge - Modified (Angier)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater floor
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: North Harnett Regional WWTP
b.
WWTP Facility Permit #: NC0021636
A11 flows are in MGD
c.
WWTP facility's permitted flow
7.5
d.
Estimated obligated flow not yet tributary to the WWTP
3.243
e.
WWTP facility's actual avg. flow
4.404
f.
Total flow for this specific request
0.005
g.
Total actual and obligated flows to the facility
7.6516
h.
Percent of pennitted flow used
102.02%
1I. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Pump
Average
Station
Station
Finn
Daily Flow**
(Name or
Permit
Capacity, *
(.Firm / pf),
Number)
No,
MGD
MGD
SLS-120
WQ0028647
14.4
5.76
(B)
(C)
(D)=(B+C) (E)=(A-D)
Approx.
Obligated,
Total
Current
Not Yet
Current Flow
Avg. Daily
Tributary
Plus
Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
3.309
2.343
l WR
APR .� n ya,
* The Firm Capacity (design flow) of any pump station is defined as the max um %�t can be
achieved with the largest pump taken out of service. loll t doer-�ttuat ryll"`F
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
Page 1 of 8
FTSE 10-23

II1. Certification Statement:
I _Steve Ward. Utilities Director certifi- 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 I1 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 ade( rte ca )acity to transport and treat the proposed new wastewater.
.. . ...... y_1�r�y
--.-
Signing Official Signature Dale
HRW Director
Title of Signing Qfficial
Page 2 of S
) TSE 10-23

Q/6WR
A!J,; q o 9-0xy
`��/lcrr�sna WQROS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Utvlslon of Water Resources �' Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Angier
Project Name for which flow is being requested: Modified Lynn Ridge
More than one FTSE may be required fora single project if the owner of the WWTP is not responsible for all pump
stations along Itte route of Ilse proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 1.008
d. Estimated obligated flow not yet tributary to the WWTP .785
e. WWTP facility's actual avg. flow .693
f. Total flow for this specific request .005
g. Total actual and obligated flows to the facility 1.48
h. Percent of permitted flow used 147%
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)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow**
(Name or
Permit
Capacity, *
(Firm / pf),
Number)
No.
MGD
MGD
5
.108
.043
6
.237
.95
9
.252
1.008
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Flow, MGD
MGD
Flow
.018
.005
.023
(E)=(A-D)
Available
Capacity***
.020
.479 .194 .673 .277
.549 .251 .800 20R
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 (pf) 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): Town of Angier, NHRWWTP
Downstream Permit Number: WQCS00183,NC0021636 _
Page 1 of 8
FTSE In -II

III. Certification Statement:
I Jimmy 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 lI 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.
Signature
V06 Vk!
Title of Signing
js-a
Date
Page 2 of 8
FTSF 1()-?.I

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DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Mvlslon or water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Angier
Project Name for which flow is being requested: Modified Lynn Ridge
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater. flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #
North Harnett WWTP
NC0021636
All flows are in MGD
c. WWTP facility's permitted flow 1.008
d. Estimated obligated flow not yet tributary to the WWTP 7785
e. WWTP facility's actual avg. flow .693
f. Total flow for this specific request .006
g. Total actual and obligated flows to the facility 1.484
h. Percent of permitted flow used 147.2%
Il. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow*
(Name or
Permit
Capacity, *
(Firm / pf),
Number)
No.
MGD
MGD
5
.108
.043
6
.237
.95
9
.252
1.008
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
.018
.006
.024
.019
.479
.195
.674
.276
.549 .252 .801 .207
* 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 (pf) 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 < p.
Downstream Facility Name (Sewer): Town of Angier, NHRWWTP
Downstream Permit Number: W CS00183,NC0021636
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Jimmy 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
,agnature
e of Signing Official
J�1D--�-y
11T4A
Page 2 of 8
FTSE 10-23

State of North Carolina
Department of Environmental Quality
D%4IR Division of Water Resources
Divis on of plater Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Lynn Ridge - Modified (Angier)
More than one FTSE may be required for a singleproject if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
All flows are in MGD
c. WWTP facility's permitted flow 7.5
d. Estimated obligated flow not yet tributary to the WWTP 3.243
e. WWTP facility's actual avg. flow 4.404
f Total flow for this specific request 0.006
g. Total actual and obligated flows to the facility 7.6526
h. Percent of permitted flow used 102.03%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm / pt), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
SLS-120 WQ0028647 14.4 5.76 3.309 2.344 5.653 0.107
* 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 (pf) 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Steve Ward, Utilities Director certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible parry. Signature of this form certifies that the receiving collection system or treatment
works has adequate ca,Racity to transport and treat the proposed new wastewater.
Signing Official
HRW Director
Title of Signing Official
Date
Page 2 of 8
FTSE 10-23