WQ0042601_Modification_20221011

State of North Carolina
Department of Environmental Quality
Division of Water Resources
PWR
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual 0 Corporation ❑ General Partnership
❑ Federal 0 State/County ® Municipal
3. Signature authority's name: Gerald D. Vincent per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: Post Office Box 278, 55 N Broad Street West
City: Angier State: NC Zip: 27501-
5. Applicant's contact information:
Phone number [phone] Email Address: gvincent@a anaier.ora_
II. PROJECT INFORMATION:
1. Project name: Anther PS #1
2. Application/Project status:
❑ Privately -Owned Public Utility
0 Other
FEB 2 3 2022
Is:al
HQ-FAYETTEVILLE REGIONAL. OFFICE
0 Proposed (New Permit) g Existing Permit/Project
If a modification, provide the existing permit number: WQ0042601 and issued date: June 14, 2021
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: W000
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.516568° Longitude: -78.744013°
5. Parcel ID (if applicable): 0674-63-4148.000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel K. Peplinski, PE
License Number: 029430
DO NOT ACCEPT UNLESS THIS CHECK IS PRINTED WITH A COLOR BACKGROUND, CONTAINS A VOID PANTOGRAPH, MICROPRINTING FACE AND BACK, UV FIBERS AND A WATERMARK ON THE REVERSE SIDE
NCDEQ DIV.O WA`T R RE!
NON DISCHARGE INCUR '
617 MAILSEIRVICE CTR
RAIEIGH, NC 2769515'17.

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NC DEQ
War
3 2022
)FFQ-FAYETTEVILLE REGIONAL OFFIC
Date:2/22/22 Job #: 45237
Fayetteville Regional Office Project: Angier PS#1 Replacement
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
® ENCLOSED PLEASE FIND: the items listed below.
❑ WE ARE SENDING UNDER SEPARATE COVER:
Reference: Permit # WQ0042601
Copies Sent To: Town of Angier
COPIES
DATE
NUMBER
DESCRIPTION
2
2/15/22
Fast -Track Application for Modification of Existing Permit
1
2/14/22
Cover Letter
1
2/14/22
Narrative
1
2/17/22
Check for Application Fee
1
2/14/22
Site Maps
1
6/14/21
Existing Permit
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Since no flow changes are requested with this modification, no updated FTSE is included.
The FTSE submitted at the time of the original permit is referenced in place of a resubmittal
Of the FTSE form.
Thank you,
Daniel Peplinski
Senior Project Manager
SIGNED:
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
FAX [phone]
TEL [phone]
Site Development I Residential I Infrastructure I Technology
.timmons.com

••.0s..
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
February 14, 2022
State of North Carolina Department of Environmental Quality
Fayetteville Regional Office Water Quality Section
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Attn: Trent Allen, Environmental Regional Supervisor
5410 Trinity Road
Suite 102
Raleigh, NC 27607
P 919.866.4951
F 919.859.5663
www.timmons.com
Re: Fast Track Sewer System Extension Application — Angier Pump Station #1 Upgrade
ECIONAL OFFICE
Dear Mr. Allen:
Timmons Group is pleased to submit the following Fast Track Sewer System Extension Permit Application
Modification on behalf of the Town of Angier. This application requests a modificatipn to the permit that allowed an
upgrade to the Town of Angier's Pump Station 1 near the intersection of Rawls Church Road and W Dupree Street in
Angier, North Carolina. The previously permitted package included decommissioning and replacement of Pump
Station 1, approximately 160 feet of proposed gravity sewer line, and approximately 3,662 feet of proposed force
main. The requested modification to this permit changes the approximately 3,662 feet of proposed force main to
approximately 4,352 feet of proposed force main.
Angier's existing Pump Station 1 serves approximately 107 acres and is designed for 220 gallons per minute (GPM)
(approximately 80,300 gallons per day average flow). The future service area for the proposed Pump Station 1 is an
additional 298 acres, totaling 405 acres of service area. The proposed Pump Station 1 is designed for 700 GPM at
87.2 TDH at full build -out with a peaking factor of 3.00 and will serve 303,750 GPD average. The initial operation
point will be 462 GPM at 69.2 TDH with a peaking factor of 3.00 and will serve 80,300 GPD average, before the full
service area is served. At initial operation, only the existing service area will be served, therefore no additional flow
allocation is required at this time.
The proposed Pump Station 1 replacement is directly adjacent to the existing pump station on the same parcel (PIN:
0674-63-4148.000). Proposed Pump Station 1 is a suction -lift style pump station with a 10' diameter 17-foot deep
wet well. The station will utilize duplex Gorman -Rupp T-Series T6A-B-4 suction -lift pumps and will discharge to the
existing Harnett County interceptor manhole where the 18-inch gravity sewer crosses Rawls Church Road.
We look forward to hearing from you regarding this pump station replacement application modification. If you have
any questions or need any additional information, please don't hesitate to contact me at 919.866.4508 or
dan.peplinskifttimmons.com at your convenience.
Sincerely, P
Daniel K. Peplinski, PE
Senior Project Manager
919.866.4508
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

•••
•
i
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
5410 Trinity Road
Suite 102
Raleigh, NC 27607
P 919.866.4951
F 919.859.5663
www.fimmons.00m
February 14, 2022
State of North Carolina Department of Environmental Quality
Fayetteville Regional Office Water Quality Section
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Attn: Trent Allen, Environmental Regional Supervisor
Re: Fast Track Sewer System Extension Application Modification — Angier Pump Station #1 Upgrade
Dear Mr. Allen:
Timmons Group is pleased to submit the following Fast Track Sewer System Extension Permit Application
Modification on behalf of the Town of Angier. The Angier Pump Station #1 Upgrade is currently permitted under
permit number W00042601 as of June 14th, 2021. This modification application is to reflect the changes made in
force main design since original permitting.
Items to be modified:
• Force m
0
'II Previously Permitted
Requested Modification
Size (inches)
Length (feet)
Material
Size (inches)
Length (feet)
Material
8
160
C900 PVC ---►
8
925
C900 PVC
10
130
DIPS DR11
HDPE --0.
10
100
DIPS DR11
HDPE
10
3,372
C900 PVC __I,
10
3,327
C900 PVC
Items to remain in the permit:
• 50.64 linear feet of 15-inch gravity sewer
• 111.18 linear feet of 8-inch gravity sewer
• A 700 GPM @ 87.2 TDH pump station with a permanent generator w/ATS and telemetry to serve as part of
the Angier PS #1 project and the discharge of 0 gallons per day of collected domestic wastewater from the
Harnett Regional Waste Water Treatment Facility existing sewerage system
Items to be added:
• N/A
Sincerely,
Daniel K. Peplinski, PE
Senior Project Manager
919.866.4508
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300. Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
> Projects that do not meet any part of the minimum design criteria (MDC) documents;
> Projects that involve more than one variance from the requirements of 15A NCAC 02T;
> Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
> Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
> Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
> Include the permit number/status of any other required sewer permits (downstream/upstream)
> If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
El Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
D 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 I.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.
El 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 Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of 3

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.
➢ 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):
El 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.
Si: General location of the project components (gravity sewer, pump stations, & force main)
> Downstream connection points and permit number (if known) for the receiving sewer
Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
El 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)(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."
➢ 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
El 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):
O Home/Pronerty 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 wehsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778-8211
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
_(910).350-2004.Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Federal
❑ Corporation ❑ General Partnership
❑ State/County ® Municipal
3. Signature authority's name: Gerald D. Vincent per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: Post Office Box 278, 55 N Broad Street West
City: Awn ier State: NC Zip: 27501-
5. Applicant's contact information:
Phone number: [phone] Email Address: gvincent�ia,angier.org
II. PROJECT INFORMATION:
1. Project name: Angier PS #1
2. Application/Project status:
❑ Privately -Owned Public Utility
❑ Other
❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0042601 and issued date: June 14, 2021,
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: 35.516568° Longitude: -78.744013°
5. Parcel ID (if applicable): 0674-63-4148.000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel K. Peplinski, PE
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: dan.peplinski(atin1tnons.com
License Number: 029430
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Harnett Regional Wastewater Treatment Facility Permit Number: NC0021636
Owner Name: Harnett County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Nutnber(s): WQS00183
2. Downstream (Receiving) Sewer Information: 16 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00183
Owner Name(s): Town of Angier
FORM: FTA 06-21
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 ZN/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 ZN/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes No ZN/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
® Residential (Leased)
® School / preschool / day care
Z Food and drink facilities
® Businesses / offices / factories
® Retail (stores, centers, malls)
® Retail with food preparation/service
Z Medical / dental / veterinary facilities
® Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 85 % Domestic 15 % Commercial _ % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? 0 Yes ® No
➢ If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facili ies located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
> 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:
Z Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet) Material
8
112 PVC
15
51
PVC
➢ 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)
➢ Oversizing 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 (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Angier PS#1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.516568° Longitude: -78.744013°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 1.008 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): 700 gallons per minute (GPM) at Z feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
925
C900 PVC
10
100
DIPS DR11
HDPE
10
3,327
C900 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0I C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)I
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T 0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
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.0305if) or (gl. see Section X.1 of this application
*15A NCAC 02T.0305(g) 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 webpag
2. Does this project comply with the minimum separation requirements for water mains? Z 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 06-21 Page 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?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and protects requiring a variance approval may be subject to longer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
1, o,,r,Ie,( K tin.ic • attest thatthis application for ,Qngq,er PS *I
(Professional Engineer's name m Application Item II1.1.) (Project'Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of' my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum De ten 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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 50.0701)
t CA
North Carolina Professional Engineer's seal, signature, and date: \s. cit(H,...... �rii���
SEAL „';
j 29430
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3. Applic is Certification per 15A NC C 02T .0106(b):
). i�, P k
I,• ,l C� I attest that this application for A Y�q\12 i
(Signature Authority Name from Application Item 1.3.) (ProjSSBName from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 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 retumed 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: �,( I d tS2.- T
Date:
2.l5.22-
FORM: FTA 06-21
Page 5 of 5

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ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
S. DANIEL SMITH
Director
Gerald D. Vincent, Town Manager
Town of Angier
PO Box 278, 55 N Broad Street West
Angier, NC 27501
NORTH CAROLINA
Environmental Quality
June 14, 2021
Subject: Permit No. WQ0042601
Town of Angier
Angier PS #1
Wastewater Collection System Extension Permit
Harnett County
Dear Mr. Vincent:
In accordance with your application received June 8, 2021, we are forwarding herewith Permit No.
WQ0042601 dated June 14, 2021 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 11.1: 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.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
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
NORTH
D_E
n.wmmet m mamnm.na main
North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1225 Green Street, Suite 714 I Fayetteville, North Carolina 28301
910.433.3300 Page 1 of 9

Town of Angier
WQ0042601
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any 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 150E 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 Danielle Simpson at (910) 433-
3334 or via e-mail at [e-mail].
Sincerely,
e— DocuSiglned by:
-
'-5189C2D3D05C428...
Trent Allen, Regional Supervisor
Water Quality Regional Operations Section
Fayetteville Regional Office
Division of Water Resources, NCDEQ
cc: Christopher Petree, PE, DBIA, Timmons Group, 5410 Trinity Road, Suite 102, Raleigh, NC 27607
Laserfiche File
Page 2 of 9

NORTH CAROLINA
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
Town of Angier
Harnett County
for the construction and operation of approximately 50.64 linear feet of 15-inch gravity sewer;
approximately 111.18 linear feet of 8-inch gravity sewer; approximately 160 linear feet of 8-inch of force
main; approximately 3,953 linear feet of 10-inch force main; and a 700 GPM @ 87.2 TDH pump station
with a permanent generator w/ATS and telemetry to serve as part of the Angier PS #1 project and the
discharge of 0 gallons per day of collected domestic wastewater from the Harnett Regional Waste Water
Treatment Facility existing sewerage system, pursuant to the application received June 8, 2021, 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.
,-DocuSignedn by: ^ ^^E--
1
'-5189C2D3DD5C42B...
Trent Allen, Regional Supervisor
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0042601
Permit Issued: June 14, 2021
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
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 Harnett Regional Waste Water
Treatment Facility 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; 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 materials unless specifically mentioned herein. [15A 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 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be 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.
Page 4 of 9

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.
5. 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
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 hours 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 taken 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 be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
Page 5 of 9

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 with checklist 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
Permittee 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 pump, 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 changes of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type
of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances
to the Minimum Design Criteria will be reviewed on a case -by -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 minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until
Page 6 of 9

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 be 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. [1SA NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 1SA 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; 1SA NCAC 02T
.0108(b-0]
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(b)]
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 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 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. n 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: n 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 n 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 (latest 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)1? ❑ 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:
PERMIT #:
PROJECT:
ISSUE DATE:
Town of Angier
WQ0042601
Angier PS #1
June 14, 2021
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 flow 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
I, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n 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 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.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Page 9 of 9

PIPE DIMENSIONS & WEIGHTS
ID
WT
JT
GD
BD
TD
CD
FD
GS
M
N
X
OD
WEIGHT
ROD
PLANT
AVAIL
LENGTH
12"
8-2"
2"
151/4"
161/2"
143/8"
14314"
15 7/16"
2"
113132"
27116"
53/4"
195116"
99
VAN
4' 88'
15"
B-21/4"
2"
17"
191/2"
1615/16"
171/4"
17 3/4"
2"
7/8"
1 1/4"
41 /2"
21 1/4"
134
VAN
4' 8 B'
18"
B-2 112"
2"
201(2"
23"
20"
203/4"
211/4"
2"
3/4"
11/4"
61/2"
241/4"
173
VAN
4'&8'
24"
8-3"
213/16"
27"
30"
26 3/16"
26 718"
27 3/4"
2112"
112"
1 1/2"
4114"
31"
268
VAN
4' & 8'
JOINT DETAIL
SCALE:NTS
PIPE DESIGN SPECIFICATIONS:
1. ASTM C 76-LATEST
CLASS III, IV, & V
2. AASHTO M-170-LATEST
3. MEETS ALL NCDOT SPECIFICATIONS
JOINT DESIGN SPECIFICATIONS:
1. AASHTO M-198-LATEST
2. ASTM C-990-LATEST
3. FED. SPEC. SS-S-210(210A)
TO ORDER PLEASE SPECIFY
SIZE
CLASS
JOINT TYPE
JOINT SEALANT
LENGTH
TG
TG
TG
SIZE:
INSIDE DIA. (INCH)
CLASS:
C3, C4, C5
JOINT TYPE:
TOR TONGUE & GROOVE
SO= SINGLE OFFSET
OR=0-RING
JOINT SEALANT:
M=MORTAR
C. CONSEAL CS-102
LENGTH:
PER TABLE
v6
QCASTorc)
0 NC ENGINEERING
Oldcastle Precast
THIS DOCUMENT IS THE PROPERTY OF OLOCASTLE PRECAST, IRC.17 IS G0NFIOENI1P1,
SUBMITTED FOR REFERENCE PURPOSES ONLY. AND SHALL NOT BE USED IN ANYWAY MIMES
10 THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLOCASILE PRECAST."10,
COPYRIGHT 02E170LOCASTLE PRECAST, INC ALL RIGHTS RESERVED
REINFORCED MODIFIED TONGUE &
GROOVE (CULVERT)
SUBMITTAL
CUSTOMER
DATE SALES DRAWN ENGINEER
1019/17
PPS
DRAWING NUMBER
Culvert Pipe
CHECKED
REVISION
REV DATE
SUES ORDER
SHEET
1 OF 1

THICKNESS
WEIGHT (Ks)
6"
1,120
8"
1,437
❑ RETURN TOP
HEIGHT
WEIGHTOhs)
7.5'
1,923
2.5'
2,848
3.5'
3,773
4.5'
4,698
5.5'
5,623
❑ RISER SECTION
HEIGHT
WEIGHT (Ibsl
0.67
629
1.33'
7,240
2.67'
2,479
4.00'
3,710
5.00'
4,635
❑ WAFFLE BOX
HEIGHT
WEIGHT Dbsl
2.5'
2,423
3.5'
2,998
4.5'
3,573
5.5'
4,748
❑ SOLID BOX
HEIGHT
WEIGHT (Ib5)
2.5'
2,742
3.5'
3,667
4.5'
4,592
5.5'
5,517
L
1.
GENERAL DESIGN NOTES:
1. STRENGTH DESIGN METHOD IN ACCORDANCE WITH (IAW.)ACI 318.
2. APPLICABLE DESIGN DOCUMENTS (CURRENT EDITIONS):
• NCDOT STANDARD DRAWING #840.45(WAFFLENON- TRAFFIC RATED) OR #
840.48(SOLID I TRAFFIC RATED).
• ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (MAIN DESIGN
SPECIFICATION).
• ASTM C890 STANDARD PRACTICE FOR MINIMUM STRUCTURAL LOADING FOR
MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER
STRUCTURES (LOADING SPECIFICATION).
• ASTM C913 STANDARD SPECIFICATION FOR PRECAST CONCRETE 8 WATER &
WASTEWATER STRUCTURES.
ACCESS OPENING 3. MAX DEPTH TO INVERT OF PRECAST (LE. FLOOR). 15' FOR SOLID BASE 810' FOR
AS NEEDED WAFFLE BASE.
OPENING
NP
6"
TOP SLAB
6"x6" EXTENSION
AS NEEDED
(612 LBS)
UFT PINS
rL
4. GWTASSUMED BELOW INVERT OF PRECAST.
5. LATERAL DESIGN PRESSURES (AS APPLICABLE TO DESIGN):
• EQUIVDRY SOIL FLUID PRESSURE •47 PCF.
• EQUIVSATURATED SOIL FLUID PRESSURE 85 PCF.
• LIVE LOAD SURCHARGE=80 PSF.
7. DESIGN CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS = 4,0N) P51 (MIN).
8. REINFORCEMENT:
• CARBON -STEEL DEFORMED BARS: ASTM A815, fy=60KSI (MIN).
• WELDED WIRE REINFORCEMENT (DEFORMED): ASTM A108412=70 K51 (MIN).
S E 9. COPOLYMER POLY PROPYLENE STEEL REINFORCED STEPS IAW ASTM C478 SPACED
CHART
LL°
W
MH STEPS
(LOCATION PER
CONTRACT
DRAWINGS)
SEE
CHART
6"X6"
COLUMN (TYP)
6"
MIN. BEA
3" THK
KNOCK OUT
SEE
CHART
UTIL TY
LIFTERS
6" I
FLOOR
P PE OPENINGS CAST INTO
PRECAST (AS REQUIRED)
SEE
CHART
` ▪ 6 t
FLOOR
SCALE (TYP): 3/8
10. PRECAST BASE AND RISER SECTIONS MAY BE USED FOR THE FOLLOWING DOT
STANDARDS AS NOTED ON NCDOT STANDARD DRAWING:
• WAFFLE BOX(NCD0T#840.45):
840.01, 840.20, 8940.04, 840.05, 840.11, 840.12, 840.14, 840.15, 840.17, 840.18, 840.19,
84018, 840.27, 840.28, 840.28, 840.31, 840.32 8 840A1.
• SOLID BOX (NCDOT #840.46):
840.04, 840.05, 840.14, 840.31, 840.32, 840.34, 840.35, 840.36, 8840A1.
• MIN 4• BEAM FOR OPENINGS IN WALL 8 6' BEAM FOR CORNER HOLES PER NC DOT.
11. LIFT LOOPS, PINS OR UTILITY ANCHORS PROVIDED FOR HANDLING. CONTRACTOR SHALL
BE RESPONSIBLE FOR FOLLOWING OLDCAS LE PRECAST, INC. LIFTING INSTRUCTIONS
AS SHOWN ON BACK OF SHIPPING TICKET.
r:T01rIl (L.+:aT
"THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS'
APPROVED W/ N0 ERCEPRCNS TAKEN: n
APPROVED AS NOTED: n
KNEED AND RESUBMIT: n
SIGNATURE DATE
Oldcastle Infrastructure"
♦CHIN COMPANY
101 PROGICTS ROW, NC NC FNOBFFew
OfHCE11I6.8524I5E, FAX I4144567418 UCENSEEB1002
THIS DO A.RRNFB THE FRORRIY OFBOGBTEPREWT, INC.ITISIXHFCENIIN,
SUSWITEUFCORFfERENEPLPPf6BCf4Y,.MO SHALL NOT BE USED IN. ANY WAY INJURIOUS
TG1EENFRFNISC5011WTNYJITEEMMIlEN FEEMBsIONOF 2IXlZTIE PRECAST. INC.
IXFlNGNIBAO 0 t0AZTIEPRECAST.. INC PaRWNBRESERVEO
26Nx36"" DRAINAGE BOX
SUBMITTAL LAYOUIT
CUSTOMER
DATE SALES BRAWN WN ENGINEER CHECKEDSALES ORDER
06/12116 I I PPS
LLLMMMWINOFFFUMBER REVISION SHEET
26x38 DRAINAGE 1302LES REV DATE 1 OF 1