WQ0044257_Application (FTSE)_20240819

Y
STEWART
STeONG4a 9Y D65-GN
July 25, 2024
Raleigh Regional Office
Water Quality Section
Attn: Susan Wilson
3800 Barrett Drive,
Raleigh, North Carolina 27609
Ra eigh Office 223 S. west Street
919.380.8750 Raleigh, NC 27603
NCDe;1' of Eaii 3i0i] i7FiiEc�l 1i};1i.i'y
J u L 2 5 2024
Ralleigh Regioma Q-rice
Re: Fast Track Sewer Submittal, Hill ltop-Needmore Elementary School
Cover Letter and Transmittal
Permit Modication to Permit No. WQ0044257 MOD
Project: Hilltop-Needmore Elementary School
Stewart Project # L20040
Location: Fuquay Varina, North Carolina
Our office received review comments from your office on Wednesday, July 24, 2024 and offer the following
responses and additional documents.
1. Part V.I. of the application - maybe you meant a downstream sewer number of WQ00192157 We have
one for Fuquay-Varina for that number, it is listed as Woodchase Subdivision (not sure that is even
correct for the area of the school)?
Stewart Response: Updated permit number provided by Michael Wagenr and the form updated
to indicate WQ0018211 (Forest Ridge)
2. Part VII.1. of the application - we cannot permit 6-Inch gravity sewer as a publicly owned sewer. Based
on a review of your previous application - this seems to be removed (possibly done as a stand alone
building?), Please review and correct as necessary.
Stewart Response: Form updated to remove the 6-inch gravity sewer from the chart.
3. Part IX.4. if this project is in the Neuse Basin -- then it is subject to State buffer rules (there may be
some confusion in how you're answering this - should be "YES" and then you should indicate if it
complies or not).
Stewart Response: Form updated to indicate "Yes" in the two noted locations.
4. Part IX.5. Please reference the 401/404 number for this project.
Stewart Response: 401/404 permits for the project are DWR*20210745 and SAW-2020-
01408.
5. You may wish to review the answer indicated Part IX.6 and correct if necessary. If it does not comply
with additional permits, please explain.
Stewart Response: Form updated to confirm that it complies.
6. With signatures from 2 different PE's - you indicated For Forcemaln Design Only and John Phillips
indicated for Pump Station Design Only. Who is signing off on the gravity sewer portion?
Stewart Response: Signature page updated to indicate that Roy P. Lorenzen is signing
Engineer for the gravity and the forcemain designs.
7. Please supply a topo map and sewer flow diagram indicated where the school will tie-in to the main line
(and an outline of the project area)
CHARLOTTE DURHAM RALEIGH WILMINGTON COLUMBIA, SC

STEWART
STkONGFR 9Y DESIGN
Stewart Response: The project site is on the Lake Wheeler, NC Quad and the forcemain
discharge is on the Angier Quad. Both the quads are included in this resubmittal as requested.
In summary, for this resubmittal, please find the following documents;
A. Cover Letter
B. Updated Fast Track Application, Form FTA 06-21 signed by Roy Lorenzen (Stewart), John Phillips (Diehl &
Phillips) and Michael Wagner (Public Utilities Director) with one copy in digital form..
C. Flow Tracking / Acceptance Form attached to the FTA form with one copy in digital form.
D. 8 1/2" x 11" color copy of the USGS Topographic Map locating the school project site.
E. 8 1/2" x 11" color copy of the USGS Topographic Map locating the forcemain discharge point.
F. Memory Stick with all the above information
Do not hesitate to contact us if you have any questions regarding our submittal.
Respectfully submitted:
Roy Lorenzen, PE
Senior Project Manager
Permit Modification to Perm t No. WQ0044257 MOD Page 2 of 2

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 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 I5A NCAC 021 and the Division's
Minimum Design Criteria (Gravity Sewer & Pumy Stations/Force Main} 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 l5A 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 ISA 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.
➢ 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 H. I. of the application).
C. Application Fee (Ali 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.
➢ 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/bla, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item 1I.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, scaled and dated by a North Carolina
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page I of

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(bl 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.
D The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-2I5.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per l 5 N T .03 5 I 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."
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0I 15(a)(1) provide the Certificate of Public Convenience and Necessity from the D!grth Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Homc/Propcgy Owners' Associations
❑ Per 15A NCAC 02T .0115(c). submit the properly executed QperationaI Agreement (FORM:_ HOA)
❑ Per 15A NCAC 02T .0l 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Oncmuonal Agreement (FORM: DEV),
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA I0-23 & 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 Reaional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section_
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Reaional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Duality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
!Nooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Ralelch Reaional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water QualitXSection
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
!Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washinaton Reaional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Q alft Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
VAIMinaton Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Realonal Office
450 W. Hanes Mill Road
Aiamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

STEWART
SNONriR aY VESIGN
June 24, 2024
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive,
Raleigh Office
919,380.8750
NC Dept of Er-Oromnental Qtialirf
JUN 2 4 2024
Raleigh Regional Office
Raleigh, North Carolina 27609
Re: Fast Track Sewer Submittal, Hilltop-Needmore Elementary School
Cover Letter and Transmittal
Permit Modication to Permit No. WQ0044257
Project: Hilltop-Needmore Elementary School
Stewart Project # L20040
Location: Fuquay-Varina, North Carolina
223 S. west Street
Raleigh, NC 27603
On behalf of the permittee, we are submitting this application for modifications to the referenced permit. The
specific modifications requested are needed due to:
1. The proposed force main route has been changed, and it will discharge into a different receiving manhole.
The force main length has been reduced from the permitted length.
2. The design flow has increased from permitted 12,000 gallons per day to 50,500 gallons per day, due to a
proposed Town of Fuquay Varina Community Center that will be constructed adjacent to the school.
None of the permitted pump station equipment will be changed due to the modifications described above. The
revised force main alignment and length will decrease the total dynamic head conditions for the permitted
pumps, causing them to pump at an increased rate. The increased rate will be sufficient for the increased
tributary flows. The enclosed application reflects the increased design flow and pumping rate in Section VIII.3.
and VII1.4.
For this project, there are two engineer certifications since Stewart, Roy Lorenzen, P.E. is the listed design
engineers for the gravity sewer and Diehl & Phillips, John Phillips, is the listed design engineer for the pump
station. Although it is not required, we are including the Design Report prepared by Diehl & Phillips that has
detailed information for the pump station design.
For this application, please find the following documents.
A. Cover Letter
B. Application Fee of $600.00 by check written by Little.
C. Fast Track Application, Form FTA 06-21 signed by Roy Lorenzen (Stewart), John Phillips (Diehl & Phillips)
and Michael Wagner (Public Utilities Director) with one copy in digital form..
D. Flow Tracking / Acceptance Form attached to the FTA form.
E. 8 1/2" x 11" color copy of the USGS Topographic Map locating the project site.
F. Copy of Existing Permit No. WQ0044257
G. Pump Station Design Report
H. Memory Stick with all the above information
CHARLOTTE DURHAM RALEIGH WILMINGTON COLUMBIA, SC

STEWART
SIR04GER BY DESIGN
Do not hesitate to contact us if you have any questions regarding our submittal.
Respectfully submitted:
Roy Lorenzen, PE
Senior Project Manager
Permit Modification to Permit No. WQ0044257
Page 2 of 2

Revised application 20240725
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0044257 MOD (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town oEFuguav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Micahel Wagner per 15A NCAC 02T .0106ib]
Title: Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: 9l9 567-3911 Email Address: mwagner@f_uqgay-varina.org
II. PROJECT INFORMATION:
1. Project name: Hilltop-Needmore Road E1eme
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ0044257 and issued date: 6. I.2023,
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.63030 Longitude:-78.7384°
5. Parcel ID (if applicable): 0678749164 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Roy P. Lorenzen, P.E.
License Number. 15834
Firm: Stewart
Mailing address: 223 S. West Street. Suite 1100
City: Raleigh State: NC Zip: 27603-
Phone number: 919 866-4813 Email Address: rlorcnzen(Astewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek Permit Number: NCO066516
Owner Name: Town of Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 0018211 (Forest Ridge)
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity i -1 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Namc(s): Town of Fuguay-Varina
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 Deyelo.per'ss perational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an H A/P A QperationalAareement F R,til: HO and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See I SA NCAC 13 20
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Hasa flow reduction been approved under 15A NCAC 02T .011❑ Yes ® No
D If yes. provide a copy of flow reduction appmal letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
Elementary School
15 gal/day/student
800
12,000 GPD
Gymnasium
50 gal/100sf
76,950
38,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
50,500 GPD
a See 15A NCAC 02T .0114(hb , (d). (e)(ll 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. 42A4)
b 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.
8. Wastewater generated by project: 50.500 GPD (per 15A NCAC 02T .0114 and G.S. 143-2�)
D 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 pmvidc supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: — Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VU. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
24
PVC
8
450
DIP
➢ 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 fPump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION IN L DED IN THIS
1. Pump station number or name: Hiillton-Needmore School
2. Approximate Coordinates (Decimal Degrees): Latitude: 35 6306° Longitude: -78 7384°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.141 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): 98 gallons per minute (GPM) at 44 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
4,275
HDPE
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ® Other (please specify) 1ids nn
6. Power reliability in accordance with 15A NCAC 02T .0305 I Vogelsang X-Ripper
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 1SA 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & fa)? ® 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
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of CIass 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 nominal
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.0305M or (s). see Section X.1 of this application
* 15A NCAC 02T.0305(a) 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 N!Q Surface Watcr Classifications wftaae
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 ❑ NIA
➢ 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I SA 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/nermittine status in the cover letter if coveragetauthorization is required.
DWR#20210745 and SAW-2020-0148
6. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per l5A NCAC 02T.0I05(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 interrerence/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:
L Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of PurnR S Atigns
and Force Mains Qatekt v n and the Gravity Sewer Minimum D t n 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 e i sued
concurrently with the approval of the Permit. and Rrolects reguiring a variance allgroval may be suWcet to lon er
review times. F r projects requiring two r more variances or where the variance is determined by the Division to e a
significant portion of the 11roiect the full technical review is required.
2. Professional Engineer's Certification:
1, Roy P. Lorenzen, P.E. , attest that this application for Hilltop Needmore Elementary School
(Professional Engineer's name from Application Item 111.3.) (Project Name from Application Item IL 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,
Minimum QesigLiCriteria for Gravi1y Sewers(latest veTsion and the Minimum Draign Criteria for the Fast -Track Permitting
of and Force Mains (lAtest versioni 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 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: 1A CAI
FOR GRAVITY AND =O.•oF�SSia
FORCEMAIN Q' 4,r` 9
DESIGN ONLY _
01583 Z
(�
P
���rrrrll3t+t��i
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Michael Wagner . attest that this application for Hilltop Needmore Elementary School
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as 'incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6g 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: -M& - V uz, _ UMC: 06117/2024
FORM: FTA 10-23 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with i iA NCAC 02T, the :4Nhnimutn Design Criteria for the Permitting Of Stations
and Force ylains LI_atest version, and the Graviiv Sewer .\4inimu Deli n Criteria latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reguest will be issued
concurrently with the approval of the permit and ro'e is reguiring a variance approval may be subiecl to Longer
review times. For i)roqects reguiring two or more variances or where he variance is determined by the 12ivision t e a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, attest that this application for Hilltop Needmore Elemr.=ry School
(Professional Engineer's name from Application Item fit. 1.) (Project Name from Application Item if. 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and afl 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 Mini ing
inDesign Criteria fgr the Fast -Track Permittin
of Pump Stations an4 Eorce 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 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
FOR PUMP STATION
DESIGN ONLY
�!t
��'•_.F,�,CI N , .•' 4
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Michael Wagner , attest that this application for Hillt pdrnnra Elernenta Schaal
(Signature Authorty Name from Application Item 1.3.) (Project Name from Application Item l2 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.611 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 Date:
06/ 17/2024
FORM: FTA 10-23 Page 5 of 5

D.
,W,R
Division of dilater Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Fu ua -Varina
Project Name for which flow is being requested: Hilltop Needmore Elementary School
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 #
Terrible Creek WWTP
NCO066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
3.000
1.054
1.400
0.050
2.504
83.5%
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)
Design
Pump Pump
Average
Approx.
Station Station
Firm Daily Flow**
Current
(Name or Permit
Capacity, * (Firm i pf),
Avg. Daily
Number) No.
MGD MGD
Flow, MGD
(C)
(D)--(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (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): Terrible Creek WWTP
Downstream Permit Number: NCO066516
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Michael Wagner certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 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.
06/ 17/2024
Signing Official Signature I Date
Public Utilities Director
Title of Signing Official
Page 2 of 8
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is - 0_
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Date
Page 3 of 8
FTSE 10-23

WASTEWATER TREATMENT SYSTEM EXPANSIONS BEYOND EXISTING ALLOCATION
Complete this form and submit applicable supporting documentation if the proposed project is subject to
overallocation allowances outlined per G.S. 143-215. 1 (f5).
Receiving WWTP Name: JUL 2 5 2024
Receiving WWTP Permit Number:
Provide a copy of the active NPDES permit for the receiving WWTP. Raleigh Reg;,Ioi- fj;,,
Overallocation Criteria
1. Does the receiving WWTP's existing NPDES permit have an expansion flow tier? ❑ Yes or ❑ No.
a. If yes, provide the expansion flow tier: MGD; proceed to item 2.
b. If no, overallocation is not allowable for this construction until such a time that the receiving
WWTP's NPDES permit is modified for inclusion of an expansion flow tier capable of receiving
and sufficiently treating the wastewater generated by the proposed construction.
2. Is the receiving WWTP and collection system located within either (1) a county with a projected population
growth rate above two percent annually based on a 20-year residential growth projection conducted using data
provided by the Office of State Budget and Management (OSBM) State Demographer or (2) one of the top
20% of the fastest growing counties in the State by population based on a 10-year residential growth
projection conducted using data provided by the OSBM State Demographer? ❑ Yes or ❑ No.
a. If yes, submit a residential population projection to support your claim; proceed to item 3
b. If no, overallocation is not allowable for this construction.
3. Has the receiving WWTP received a violation for being non -compliant with any non -flow limitations
identified in the active NPDES permit in the past 5 years? ❑ Yes or ❑ No.
a. If yes, overallocation is not allowable for this construction.
b. If no, submit a limit violation report to support your claim; proceed to item 4.
4. Has the receiving WWTP exceeded its monthly average flow limitation identified in the active NPDES permit
more than once in any 12-month period in the past 10 years? ❑ Yes or ❑ No.
a_ If yes, overallocation is not allowable for this construction. The receiving WWTP may not
allocate more than one hundred percent (100%) of the existing system's hydraulic capacity until
the permittcc complies with the permitted monthly flow for at least 12 consecutive months.
b. If no, submit a WWTP flow report to support your claim; proceed to item 5.
5. Is completion of construction for work identified in an Authorization to Construct (ATC) permit that results in
expansion of facility to the next flow tier anticipated to occur within 24 months of the submittal date? ❑ Yes
or ❑ No.
a. If yes, allocation of one hundred ten percent (115%) of the receiving WWTP's existing hydraulic
capacity is allowable.
Provide the ATC Permit Number: ;
ii. Submit a construction timeline signed by the contactor's Project Manager;
iii. Submit a letter of agreement of timeline feasibility signed by the NC -licensed
Professional Engineer responsible for the certification of work covered under the
applicable ATC permit;
iv. Proceed to item 6.
b. If no, allocation of one hundred ten percent (110%) of the receiving WWTP's existing hydraulic
capacity is allowable. Proceed to item 6.
Page 4 of 8
FTSE 10-23

6. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than the
permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is not allowable for this construction.
b. If no, proceed to item 7.
7. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than 80% of
the permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is allowable. Submit an engineering evaluation of the receiving WWTP's
future wastewater treatment, utilization, and disposal needs. This evaluation shall outline plans
for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the
existing system, elimination or reduction of extraneous flows, or water conservation and shall
include the source of funding for the improvements. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on
past growth records and future growth projections and, as appropriate, shall include conservation
plans or other measures to achieve waste flow reductions. This shall be provided to the Division
prior to the proposed activity. Proceed to item 8.
b. If no, overallocation is allowable.
8. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than 90% of
the permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is allowable. However, the permittee for the receiving WWTP shall obtain
all permits needed for the expansion of the wastewater treatment, utilization, or disposal system
and, if construction is needed, submit final plans and specifications for expansion, including a
construction schedule. If expansion is not proposed or is proposed for a later date, a justification
shall be made that wastewater treatment needs will be met based on past growth records and
future growth projections and, as appropriate, shall include conservation plans or other specific
measures to achieve waste flow reductions. This shall be provided to the Division prior to the
proposed activity.
b. if no, overallocation is allowable.
Signing Official Signature
Date
Page 5of8
FTSE 10-23

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow,
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's _permitted flow, MOD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP MOD: This includes flows allocated to other
construction pro ects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. — 6.0 MGD
d. 0.5 MGD
c. 2.7 MGD
f. 0.015 MGD
g. - 3.215 MGD
h. 4 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
c. - 2.73 MGD
f. - 0.102 MGD
g. — 3.349 MGD
h. — 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 6 of 8
FTSE 10-23

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B-C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm 1 pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 7of8
1~TSE 10-23

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek DmR Station pXgrade with funding Tanned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Trackin Acce tance for Sewer Extension Permit Application elevates this roject's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm sumo station capacities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 8 of 8
1111MClllNA]

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U.S WDLGGKA WRVry 4D US Topo
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SGS U.S. DEPARTMENTU S. GEOLOGICAL GIICAL SURV YERIOR
science for a changing world
-78.8025' PV QV
35.6869 ° 699000m E 00 01
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DnDemand TOpa
02 03 04 05
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7.5-MINUTE TOPO QUADRANGLE
Custom Extent
7.5-MINUTE TOPO
-78.6775'
06 07 08 09 10 35.6869'
Produced by the United States Geological Survey
'
SCALE 1:24 000
North American Datum of 1983 (NAD83)
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World Geodetic System of 1984 (WGS84). Projection and
1
0.5 0 KILOMETERS 1 2
1 000-meter grid: Universal Transverse Mercator, Zone 17S
N
9°13'
1000
500 0 METERS 1000 2000
Data is provided by The National Map (TNM), is the best available at the time of map
generation, and includes data content from supporting themes of Elevation,
164 MILS
1°19" 1
0.5 0 1
Hydrography, Geographic Names, Boundaries, Transportation, Structures, Land Cover,
23 MILS
MILES
and Orthoimagery. Refer to associated Federal Geographic Data Committee (FGDC)
1000 0
1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
Metadata for additional source data information.
FEET
This map is not a legal document. Boundaries may be generalized for this map scale.
UTM GRID AND 2021 MAGNETIC NORTH
Private lands within government reservations may not be shown. Obtain permission
DECLINATION AT CENTER OF SHEET
before entering private lands. Temporal changes may have occurred since these data
CONTOUR INTERVAL 10 FEET
were collected and some data may no longer represent actual surface conditions.
U.S. National Grid
NORTH AMERICAN VERTICAL DATUM OF 1988
100,000 -Drn Square ID
CONTOUR SMOOTHNESS = Medium
Learn About The National Map: https://nationalmap.gov
PV
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USER DEFINED CONTENT
Grid Zone Designation
17S
07
NORTH
CAROLWIA
QUADRANGLE LOCATION
Ape[—
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Fuqu -
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ADJOINING QUADRANGLES
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ROAD CLASSIFICATION
Expressway Local Connector
Secondary Hwy Local Road
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• Interstate Route 0 US Route O State Route
7.5-MINUTE TOPO, NC
2024

Wilson, Susan A
From: Roy Lorenzen <[e-mail]>
Sent: Wednesday, August 14, 2024 3:01 PM
To: Wilson, Susan A
Cc: Michael Wagner
Subject: [External] RE: Fast Track Permit Modification: Hilltop-Needmore Elementary School
(WQ0044257 MOD)
Attachments: 2024.08.14 UPDATED USGS TOPO.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
Updated exhibit attached.
Roy Lorenzen, PE
Senior Project Manager
Civil Engineering
STEWART
Connect with us. We value your feedback.
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
Visit us at www.stewartinc.com
STRENGTIOM
HENING COMMUNITIES
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, August 14, 2024 1:08 PM
To: Roy Lorenzen <[e-mail]>
Cc: Michael Wagner <[e-mail]>
Subject: Fast Track Permit Modification: Hilltop-Needmore Elementary School (WQ00442S7 MOD)
You don't often get email from [e-mail]. Learn why this is important
1

Roy —
Thank you for the information submitted July 251". If you could supply a clearly legible sewer flow diagram (it can be
similar to the attached).
While a topo map was submitted with the original application (and again with the revised package) it is not a sewer
flow diagram and does not indicate where the school will tie-in to the main line. It should also indicate direction of
flow to and from the main tie-in line.
If you want to do something more basic than the attached —that's fine for this modification. We just need
something more detailed than what was provided.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Wilson, Susan A
From: Michael Wagner <[e-mail]>
Sent: Wednesday, July 24, 2024 4:35 PM
To: Wilson, Susan A; [e-mail]
Subject: [External] Re: Fast Track Sewer Permit Modification: Hilltop-Needmore Elementary
School (WQ0044257 MOD)
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good afternoon. I have a comment on #1 and #2.
1. 1 believe the downstream number should have been WQ0018211 (Forest Ridge)
2. It was my understanding that the 6-inch public sewer was the service line for the public school
and the Town was not taking responsibility for it.
Mike
Michael Wagner
1415 Holland Road
Public Utilities Director
Fuquay-Varina, NC 27526
Town of Fuquay-Varina
www•fuguay-varina.org
Office:
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IV
E-mail correspondence to and from this address is subject to North
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From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, July 24, 2024 9:35 AM
To: [e-mail] <[e-mail]>
Cc: Michael Wagner <[e-mail]>
Subject: Fast Track Sewer Permit Modification: Hilltop -Need more Elementary School (WQ0044257 MOD)
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.

Hi Roy -
I've given this modification application an initial review. It seems like a lot of this information Dorothy Robson with
DWR (who worked on the previous permit) asked for with the original permit application (and maybe you folks just
used most of your original uncorrected application with this submittal?).
Here is a link to the original application with the corrections/information:
https://edocs.deq. nc.gov/WaterResources/DocView.aspx?id=3019540&dbid=0&repo=WaterResources&searchid
=89bbf5de-482b-417e-a678-fad7f85a40ee
If you could make sure to include and/or correct the following:
1. Part V.1. of the application -maybe you meant a downstream sewer number of WQ0019215? We have one
for Fuquay-Varina for that number, it is listed as Woodchase Subdivision (not sure that is even correct for
the area of the school)?
2. Part VITA. of the application -we cannot permit 6-inch gravity sewer as a publicly owned sewer. Based on a
review of your previous application -this seems to be removed (possibly done as a stand alone building?).
Please review and correct as necessary.
3. Part IX.4. if this project is in the Neuse Basin -then it is subject to State buffer rules (there may be some
confusion in how you're answering this - should be "YES" and then you should indicate if it complies or
not).
4. Part IX.5. Please reference the 401/404 number for this project.
5. You may wish to review the answer indicated Part IX.6 and correct if necessary. If it does not comply with
additional permits, please explain.
With signatures from 2 different PE's-you indicated For Forcemain Design Only and John Phillips
indicated for Pump Station Design Only. Who is signing off on the gravity sewer portion?
7. Please supply a topo map and sewer flow diagram indicated where the school will tie-in to the main line
(and an outline of the project area).
This application needs to be a stand-alone document, so please include the requested information.
Feel free to contact me if you have any questions or if I can clarify anything. I would have copied John Phillips - but
I don't have his email address in the information included.
Thanks much.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

This app discarded - see revised app 20240725
NC Dept of Erviror-rental ftli?- State of North Carolina
J Department of Environmental Quality
DWR Division of Water Resources
JUN 24 ST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
d-eIP Reg, ().Fr:Cv
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_ fcfFFuquay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State(County ❑ Municipal ❑ Other
3. Signature authority's name: Micahel Wagner per 15A NCAC 02T .0106(b)
Title: Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuqua-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: 9�19J 567-3911 Email Address: mwagner a. fuauay-vanna.2
II. PROJECT INFORMATION:
1. Project name: Hi It - dmore Road-Elmmen
2. Application/Project status: ❑ Proposed (New Permit) ® Existing PermittProject ❑ ARPA funded
If a modification, provide the existing permit number: WQ0044257 and issued date: 6.1.2023.
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 303° Longitude:-78.73L
5. Parcel ID (if applicable): 0678749164 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Roy P. Lorcnzen. P.E.
License Number: 15834
Firm: Stewart
Mailing address: 223 S. Wet StrccL Suite 1100
City: Raleigh State: NC Zip: 27603-
Phone number: 9l9 866-4813 Email Address: rlorcnzenAstewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek Permit Number: NCO066516
Owner Name: TownQf Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS 19215
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity - Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 10-23 Page 1 of 5

NeDepi 6q vtro�?�3�Ct7 a� �i;t 7�i
REVISED CALCULATIONS FOR THE WASTEWATERFUME SIATION T
SERVE HILLTOP-NEEDMORE ROAD ELEMEWAR .SCHOOL AND TOFU
COMMUNITY AND SEMI R ENTER
The attached calculations are revisions to the previous design calculations for the
subject pump station. There have been two revisions to the original design parameters:
1. The design flow rate has increased from 17,000 gallons per day to 50,500
gallons per day (average daily flow rate).
2. The force main route has been changed to have a lesser length of pipe and a
reduced static head.
The pumps selected for the original design conditions are Sulzer Model 80C-CB1, with
No. 4 Impellers (impeller diameter of 7.06 inches). These pumps were purchased and
delivered to the project prior to the decision to revise the force main route.
The attached calculations confirm the purchased pumps and all other features of the
originally designed pump station will be sufficient for and compatible with the increased
design flow and revised force main route if the following modification is made:
1. The float switch elevations should be revised to provide an increased operating
volume between the "Pump Off" and "Pump On" levels. The revisions should be
as listed below:
Float Switch Name
Original Design
Elevations
Revised
Elevations
High Water Alarm SCADA
361.65
361.65
High Water Alarm(panel)
361.15
361.65
Lag Pump On
360.65
361.15
Lead Pump On
360.15
360.65
Pumps Off
359.15
359.15
The previously selected and provided pumps will deliver a greater flow rate than
originally calculated due to the decreased total dynamic head, and they are suitable for
the revised pumping conditions.
F. Phillips, P.E.
Diehl & Phillips, P.A.
Page Iof11

Hilltop Needmore Road School Pump Station Design Report
(Updated to Reflect New Design Flow & Changed Force Main Route)
WK
REVISED ]UNE 17, 2024
The updated design flow for the pump station is 50,500 gallons per day, which reflects
both the flow from the new school as well as the Town of Fuquay-Varina's Community
and Senior Center.
The proposed force main route now has the force main leaving the pump station, turning
southward along Brushy Meadow Drive, turning eastward along Spring Crest Court, and
then extending southward through easements to an existing gravity sewer manhole. The
length of the proposed force main route is approximately 4,271 LF. The elevation of the
force main discharge into the existing manhole is approximately 328.00.
There is an intermediate high point in the force main at Station 24+70, with an elevation
of approximately 359.00 (beside Spring Crest Court, just before the force main turns into
the easement). A combination air valve will be required at this location. The calculations
for the pump selection will examine pumping to this intermediate high point, as well as
pumping to the receiving manhole, to determine which condition controls the pump
selection.
The force main design by Stewart proposes to use 4-inch HDPE DR9 IPS, which has an
inside diameter of 3.44 inches. The minimum flow rate to provide a 2 f/s flushing velocity
in the force main is 58 gallons per minute. The minimum pumping rate for a design
average daily flow of 50,500 gpd is:
50,500 gpd x 2.5 peaking factor = 88 gallons per minute
88 gpm > 58 gpm, confirming the minimum required pumping rate will provide a
sufficient flushing velocity for the force main.
Calculation of System Head Curves for the revised force main route:
The Pump Station & Valve Vault Piping equivalent lengths are as calculated below.
Piping Size in Pump Station: 4-inch piping
Actual inside diameters: 4" DIP ID =
4" HDPE IPS ID =
Equivalent length of 4" HDPE pipe for 4" DI pipe =
4.18 inches
3.44 inches
0.39 x length of 4" DI pipe
Page 2 of 11

3"x4"x90 deg base el x 1 = 7.7*4.05*0.3
4" x 90 deg = 1*10.2*0.39=
4" plug valve = 1*4.1*0.39=
4" check valve = 1*26.0*0.39=
4" tee side outlet = 1*20.3*0.39=
4" piping in station = 25 feet*0.39 =
Equivalent length of 4" HDPE piping at station =
12.2 Equiv. 4" HDPE pipe
4.0 Equiv. 4" HDPE pipe
1.6 Equiv. 4" HDPE pipe
10.1 Equiv. 4" HDPE pipe
7.9 Equiv. 4" HDPE pipe
9_7 Equiv. 4" HDPE pipe
45.3 Equiv. 4" HDPE pipe
Check of oumoina to intermediate high ooint of force main at Sta 24+70
LWL elevation in wetwell (pump off): 359.15
High Point Elevation: 359.00
Static Head: -0.15 FEET
Force Main inside diameter: 3.44 INCH
Force Main length - PS to high point = 2,470 LF of 4" HDPE pipe
Allowance for FM fittings= 1% of length= 24.7 Equiv. 4" HDPE pipe
Equivalent length for PS pipe & fittings= 45.3 Equiv. 4" HDPE pipe
Total Equivalent Length of 4" HDPE Force Main = 2,540 Equiv. 4" HDPE Pipe
System Head
with C = 120 a
ed piping)
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-0.1
-0.1
50
12.87
-0.1
12.7
60
18.03
-0.1
17.9
70
23.98
-0.1
23.8
89
37.39
-0.1
37.2
96
43.01
-0.1
42.9
100
46.39
-0.1
46.2
110
55.33
-0.1
55.2
120
65.00
-0.1
64.8
130
75.37
-0.1
75.2
Page 3 of 11

System Head with C = 140 (new piping
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-0.1
-0.1
60
13.56
-0.1
13.4
70
18.03
-0.1
17.9
80
23.08
-0.1
22.9
90
28.70
-0.1
28.6
103
36.84
-0.1
36.7
112
43.01
-0.1
42.9
120
48.87
-0.1
48.7
130
56.67
-0.1
56.5
140
65.00
-0.1
64.8
Check of pumping to end of force main at Sta 42+71
LWL elevation in wetwell (pump off): 359.15
Discharge Elevation:
Static Head:
Force Main inside diameter:
Force Main length - PS to receiving MH=
Allowance for FM fittings= 1% of length=
Equivalent length for PS pipe & fittings=
Total Equivalent Length of 4" HDPE Force Main =
System Head with C = 120 (aged piping)
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-31.2
-31.2
50
22.08
-31.2
-9.1
60
30.94
-31.2
-0.2
70
41.15
-31.2
10.0
80
52.68
-31.2
21.5
96
73.82
-31.2
42.7
100
79.61
-31.2
48.5
110
94.96
-31.2
63.8
120
111.55
-31.2
80.4
130
129.35
-31.2
98.2
328.0
-31.2 FEET
3.44 INCH
4,271 LF of 4" HDPE pipe
42.71 Equiv. 4" HDPE pipe
45.3 Equiv. 4" HDPE pipe
4.359 Equiv. 4" HDPE Pipe
Page 4 of 11

System Head
with C = 140 (new piping)
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-31.2
-31.2
50
16.60
-31.2
-14.5
60
23.26
-31.2
-7.9
70
30.94
-31.2
-0.2
80
39.61
-31.2
8.5
90
49.26
-31.2
18.1
100
59.86
-31.2
28.7
104
64.36
-31.2
33.2
112
73.82
-31.2
42.7
120
83.87
-31.2
52.7
Review of the system head curve data points in the tables above indicate the
intermediate high point at Sta 24+70 creates greater total dynamic head values for flow
rates up to 96 gpm, and then the full force main system (to Sta 42+71) creates greater
TDH values for flows greater than 96 gpm. This holds true if the Hazen -Williams "C"
factor for the piping is 120.
If the "C" factor is 140, the intermediate high point TDH values are greater for flow rates
up to 112 gpm, and then the full force main system creates greater TDH values for flows
greater than 112 gpm.
Based on this information, the system head data above can be combined to produce
system head curves that represent the controlling total dynamic heads for the
applicable range of flows.
Page 5 of 11

System Head
with C = 120 a
ed piping)
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-0.1
-0.1
50
12.87
-0.1
12.7
60
18.03
-0.1
17.9
70
23.98
-0.1
23.8
88
36.62
-0.1
36.5
98
44.69
-0.1
44.5
100
79.61
-31.2
48.5
110
94.96
-31.2
63.8
120
111.55
-31.2
80.4
130
129.35
-31.2
98.2
Head
with C = 140 new piping)
-System
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
-0.1
-0.1
60
13.56
-0.1
13.4
70
18.03
-0.1
17.9
80
23.08
-0.1
22.9
90
28.70
-0.1
28.6
105
38.17
-0.1
38.0
113
43.73
-0.1
43.6
120
83.87
-31.2
52.7
130
97.25
-31.2
66.1
140
111.55
-31.2
80.4
Will intersect the pump curve at
98 GPM at 44.5 feet TDH.
Will intersect the pump curve at
113 GPM at 43.6 feet TDH.
The system head curves created by the data points in the tables above are superimposed
on the selected pump curve on the following page, to provide the anticipated operating
point for each "C" factor.
Page 6 of 11

Curve nutter
Pump performance curves SULZER
Reference curve
XFP80C-CB60HZoil cooled XFP 80C CB1 60HZ oil cooled (dry pit)
Dis::harge
Frequency
Hilltop Needmore School Pump Curve with revised Force Main location
DN80
60 Hz
Density Viscosity
-est Standard
Rated speed
Date
62.32 IbJft' 1.082E-5 ft=Is
ISO 9906, HI 11.6/14.6510kW
1758 rpm
2024-06-17
Flow Head
Shalt power rower input Rated power P2
Hyd efficiency
PPSH
97.49 US g.p.m 44.8 ft
3.81 hp 4.19 hp 4.69 hp
29.1 %
5.03 ft
H! it-
52
48 -
44e2
40
36
32
28
24
20
18
12
8-
4
0
P.fhP -
48
4,4
d-
3.809 �
3.6
32
2.8
AP$H fl
18
18
14
12
10
8
e
4
0 40 8( 9749 120 160
Wet w all nstalation w Ah pedestal (ol cooled)
Impeller siza N° of vanes
7 1116 inch 1
200 240 280 320 360 400 440 460 O r US 0.p rn
Impeller Solid size Recision
Contrablock Plus impeller, 1 vane 3 inch
Page 7 of 11

Based on the graphical solution presented on the previous page, it is anticipated the
pump will deliver 89 gpm against 37.3 feet TDH if the piping system has an average
internal roughness represented by a "C" factor of 120 (aged pipe). If the "C" factor is
140 (more typical of new pipe), it is anticipated the pump will deliver 103 gpm against
36.7 feet TDH.
Both estimated flow rates exceed the required design flow rate of 88 gallons per minute.
The pumping rates determined above are based on the force main being completely
filled with wastewater and all air being expelled from the pipeline. If there are any
trapped air pockets in the force main, the actual pumping rates may be less than
predicted. However, as long as the pump rate equals or exceeds 88 gpm, the station
will have the required capacity.
One aspect of this force main profile that is somewhat unique is the force main has an
extended downhill section as it leaves the school site. The profile indicates the force
main between Sta 0+80 and 5+10 (approximately 430 LF) can drain empty between
pumping operations if sufficient time passes. When a pump starts under these
conditions, the pump will operate at a higher flow rate due to the low head conditions
presented by the empty pipe. The initial pumped flow will begin to fill the empty section
while the air in the section is exhausted through the combination air valve at or near
Sta 0+80. The downhill liquid flow filling the pipe will have the escaping air flowing in
the opposite direction towards the air valve. The result is an unsteady, non -uniform flow
rate that can't be readily calculated. Such calculations are not necessary, as it is only
necessary to confirm the pump motor will not overload (exceed its full load ampere rating
due to the high flow - low head conditions. This can be checked by calculating the pump
flow rate for the force main system between the pump station and the high point at
Sta 0+80. This calculation will determine the maximum flow -minimum head conditions
the pump could experience. The calculation is presented below (only checked with a "C"
factor of 140, as that will provide a higher flow - lower head condition than a "C" factor
of 120).
Page 8 of 11

Check pumping to high point at Sta 0+80 {to fill drained section of force main
Pump On Level Elevation 360.65
High Point Elevation: 378.0
Static Head: 17.4 FEET
Force Main inside diameter: 3.44 INCH
Force Main length - PS to receiving MH= 80 LF of 4" HDPE pipe
Allowance for FM fittings= 1% of length= 0.8 Equiv. 4" HDPE pipe
Equivalent length for PS pipe & fittings= 45.3 Equiv. 4" HDPE pipe
Total Equivalent Length of 4" HDPE Force Main = 126 Equiv. 4" HDPE Pipe
System Head
with C = 140 new piping)
FLOW
(GPM)
FRICTION
LOSS
IN F.M.
(FEET)
STATIC
HEAD
(FEET)
TOTAL
DYNAMIC
HEAD
(FEET)
0
0.00
17.4
17.4
100
1.73
17.4
19.1
200
6.24
17.4
23.6
220
7.45
17.4
24.8
240
8.75
17.4
26.1
260
10.14
17.4
27.5
280
11.63
17.4
29.0
300
13.22
17.4
30.6
310
14.04
17.4
31.4
320
14.89
17.4
32.2
330
15.76
17.4
33.1
Will intersect the pump curve at
300 GPM at 32.2 feet TDH.
The pump curve on the following page presents the graphical solution for the system
head curve that will existing when re -filling the drained portion of the force main. The
exhausting of the air in the force main may inhibit the fill rate of the pipe, which would
only move the operating point leftward on the pump curve, decreasing the ampere
requirement of the motor. Once the drained section is re -filled, the force main can be
fully pressurized and the pump rate will decline to 89 gpm to 103 gpm, depending on
the actual "C" factor of the piping.
The volume of the drained section of the force main is approximately 208 gallons. There
will be a minor amount of flow out of the force main as the drained section is filled, but
the force main should be pressurized within a minute if the air is efficiently exhausted.
Page 9 of 11

Curve number
Pump performance curves SULZER
Reference
60HZ al cooled
XFP 80C CB1 60HZ oil cooled (dry pit)
Discharge
Frequency
MAXIMUM PUMP RATE WHEN
FILLING DRAINED SECTION OF FORCE MAIN
DN80
60 H2
Density Vtscosrty
Test Standard
Rated speed
Date
62.32 lb/ft' 1.082E-5
Vs ISO 9906, HI 11.6114.6510kW
1743 rpm
2024-06-17
Flow Head
Shaft power Power input Rated powerP2
Hyd.efficiency
NISH
320.3 US g.p.m 32.3 ft
4.64 hp 5.18 hp 4.69 hp
56.5 %
8.38 ft
H1 ft -Head
52
50
46
46- a.C-H
44
Z
42
40 -
38
36
34 -
j2 .V 0
30
C'
46 _ \ r{
782"�
28-
+
\
26 -
24
\
-
22
20
i
18 _ -
18
14
14 Applcabon range
►1�-
P, r hp Shaft pmw P2
r
4
4.8
` d`
r �
4.638 r
- •—
—
4.4 -
4
3.6.
-
3.2
i
2.8
PPSHf11 NPSH•valtma
18
I
16 -
/
14
12
to
I
x381�
8 1
4 I
0 40 80 120 160 200 240 280 1 320 3 360 400 440 480 Q f US g a m.
Wet w el installation w ith pedestal (oil cooled)
Impeller size N°of vanes Impeller Solid size Retision
7 1/16 inch 1 Contrablock Plus impeller 1 vane 3 inch
Page 10 of 11

Pump Cycle Times
Wetwell diameter is 6 feet. Invert in elevation is 361.65. Proposed float switch settings:
High -High Water
361.65
High Water
361.65
Lag Pump On
361.15
Lead Pump On
360.65
Pumps Off
359.15
Volume between Lead Pump On and Off 317.3 gallons
Average Daily Flow = 50,500 gpd = 35 gallons per minute
Peak Hour Flow Rate = 126,250 gpd = 88 gallons per minute
Examine cycle times with inflow rates from 10 to 90 gallons per minute
Assume initial pump rate of 267 gpm for one minute, and then 113 gpm until the Pump
Off level is reached.
Inflow
Rate
(gpm)
Time to
Fill
(minutes)
Net Initial
Pumping
Rate
(gpm)
Volume
Remaining
After One
Minute
(gallons)
Time to
Pump Out
Remaining
Volume
(minutes)
Total
Cycle Time
(minutes)
Pumping
Cycles per
Hour
Starts per
Hour per
Pump
10
31.7
257
60.3
0.53
33.3
1.8
0.9
20
15.9
247
70.3
0.62
17.5
3.4
1.7
30
10.6
237
80.3
0.71
12.3
4.9
2.4
40
7.9
227
90.3
0.80
9.7
6.2
3.1
50
6.3
217
100.3
0.89
8.2
7.3
3.6
60
5.3
207
110.3
0.98
7.3
8.3
4.1
70
4.5
197
120.3
1.06
6.6
9.1
4.5
80
4.0
187
130.3
1.15
6.1
9.8
4.9
90
3.5
177
140.3
1.24
5.8
10.4
5.2
Each pump is rated for a maximum of 15 starts per hour, well above the estimated
number of starts per hour per pump listed in the table above. Even if the initial pumping
rate of 267 gpm lasted for the entire pumping cycle, the number of starts per hour per
pump would only increase to 5.6 with an inflow rate of 88 gpm.
If the pump rate was 113 gpm for the entire pumping cycle the minimum cycle time
would be 11.1 minutes (5.4 cycles per hour, 2.7 starts per pump per hour).
If the pump rate was 98 gpm for the entire pumping cycle the minimum cycle time
would be 13.0 minutes (4.6 cycles per hour, 2.3 starts per pump per hour).
Page 11 of 11

DocuSign F�,velope ID- E0446217-3400-4C4B-AC5A-009FD2B8BFAF
1
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RIC HARD E. ROGERS, JR.
Director
Michael Wagner, Utilities Director
Town of Fuquay-Varina
134 N. Main Street
Fuquay-Varina, NC 27526
NORTH CAROLINA
Environmental Quality
June 1, 2023
Subject: Permit No. WQ0044257
Town of Fuquay-Varina
Hilltop-Needmore Elementary School
Wastewater Collection System Extension Permit
Wake County
Dear Mr. Wagner:
NCDep, o � 1',To�;renral Qualih
JUN 2 4 2024
Ralcigh Regional 0fr ce
In accordance with your application received March 27, 2023, and additional information received on
May 22, 23, we are forwarding herewith Permit No. WQ0044257 dated June 1, 2023, to the Town of
Fuquay-Varina (Permittee) 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 11.2: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T .0403 or any individual system -wide collection
system permit issued to the Permittee.
Condition 11.3: 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
D Noah Cool= D .V&W of SorVooEs+ " Quist)-! Division of wata Raoarea
Mao Revozw office i 3tM Barest Dm'! i Uach. Notch Caolma 2,W
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9!4'9! �200

DocuSign Envelope ID: E0446217-3400-4C4B-AC5A-D09FD2B8BFAF
' Town of Fuquay-Varna
Permit No. WQ0044257
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 Dorothy M Robson via e-mail
atf[1®[e-mail] or 919-791-4200.
Sincerely,
DoeuSiyne d by'
Ualn.t.Ssa f , M.aaa,Itid
82916EBAB32144F
for Richard E. Rogers, Jr.
Director, Division of Water Resources
for by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Roy P Lorenzen, PE
Raleigh Regional Office Files
DWR Laserfiche
Wake County Health Department
Page 2 of 9

DocuSign Envelope ID: E0446217-3400-4C4B-AC5A-DOgFD2B8BFAF
SIC Dept of CEal Qualit`j
,SUN 2 4 20A
NORTH CAROLINA
Environmental Quality
Raleigh Regtonal Of, Ftce
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 Fuquay-Varina
Wake County
for the construction and operation of approximately 474 linear feet of 8-inch gravity sewer; a 81—gallon
per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry,
and a standby power source; as well as approximately 5,050 linear feet of 4-inch force main to serve the
Hilltop-Needmore Elementary School as part of the Hilltop-Needmore Elementary School project, and
the discharge of approximately 12,000 gallons per day of collected domestic wastewater into the Town
of Fuquay-Varina, Terrible Creek WWTF existing sewerage system, pursuant to the application received
March 27, 2023, and additional information received on May 22, 2023 and in conformity with 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in
March 2008, 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.
Docuftned by:
V1>LI�,SSa f . Il�.AMAO L
82916E6AB32144F
for Richard E. Rogers, Jr.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ044257
Permit Issued: June 1, 2023
Page 3 of 9

Docu5 gn Envelope ID: E0446217-3400-4C4B-AC5A-D09FD2B8BFAF
SUPPLEMENT TO PERMIT COVER SHEET
Town of Fuquay-Varina 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 Terrible Creek Wastewater
Treatment Facility in accordance with Permit Number NC0066516.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 02T; 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.
Construction and operation is contingent upon compliance with the Standard Conditions identified
below.
I. SPECIAL CONDITIONS
None
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.0116; 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 02T; 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.01101
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 02T .0403. If an individual
permit is not required, the following performance criteria shall be met:
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.
Page 4 of 9

DocuS gn Envelope ID: E0446217-3400-4C4B-AC5A-009FD2B8BFAF
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 213.0506(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 Raleigh 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 (800) 8S8-0368 or (919)
733-3300. 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
Page 5 of 9

DocuSign Envelope ID: E0446217-3400-4C4B-AC5A-D09FD288BFAF
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.lC(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 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 but not limited to 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
Page 6 of 9

DocuSign Envelope ID: E0446217-3400-4C4B-AC5A-DO9FD2B8BFAF
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 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 individual permit and 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 02T; 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 .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(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

DocuSign Envelope MD, E0446217-34004C48-AC5A-DO9FD2B8BFAF
-I CERTIFICATION CHECOUT�1Q �" viropineritalQualitj
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer:
:IUN 2 4 ZGZ4
Certification Review Date: w f t-
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. ❑ 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 p tmud1h).
6) Was project construction completed in accordance wtlea��Wygac/ti
r❑ Yes ❑ No ❑ N/A
• Ibt /]141111>fW�rt 1&(d1i�]Ctl�1ll�@ 1i' �81Yy► �i`:�ity Sewers (latest version), and Ift
httpa/ii�l /ww
If not, a Rig royal is required in accordance with° b prior to certification and operaNgE
ac ITIe ° m: Wa e
• q/ft_Central Office to discuss the varian rse of action. rqual
• AWftnM gst submit two copies of the variance ecifications, calculations, and anvi>p hw
W. fto
wMM1 J!0)rmation to the Central Office (one copy). 9/We
• �gffice will review the variance reque specific language regarding the varbAQq/
►1&,*, /j LWL3orated into the permit, either via a s ki,
upplementary letter. A copy of theSWp/
rgdeMdS wit with variance language or the varii aaintained with the original docurrpjtS
7 Doe�l� °�� Q environment
}ri contains high priority lines ( _. ia(#frltl3es ❑ No
2%20-%2 tate nc.
• ! that the permit alreadycon ljq�& 4f�Related to hi h riorit lines 15A NCAC
ojj5). If the permit does not inc1G°Is °�4ack reviewer w II reissue the permit with
ate language. nviron .W 05.htm1
t�a�f� d%20natura1%20re
8) Are F&IIWIdbelliFicatlons are required for any chjggftUgyftft-2omphance with this permit (including but not
limit p%lifflbkth changes of 10% or greate9dp%26iWV1? station design capacity design change of 5% or
great bodA} Wrige in the number/type of cWhy0gW❑ No
• li°620 %2
er it modification request mus?Wlf0 V&L4N4Appropriate Regional Office, and a modified
i revised certification must be4r!K1?QV K6 cation and operation.
ac%2002t%20.040
_ 2.html
North Carolina Department of Environmental Quality Division of Water Resources
Raleigh Regional Office 1628 Mail Service Center. Raleigh. NC 27699-1628
Physical Address: 3800 Barrett Drive. Raleigh, NC 27609 919 7914200

DocuSign Envelope !D E[a446217--s4:i;:-4C48..ACSA-D09FD268BFAF
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Fuquay-Varina
PERMIT #:
WQ0044257
PROJECT:
Hilltop-Needmore Elementary School
ISSUE DATE:
June 1, 2023
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
ENGINEER'S CERTIFICATION
Date
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 following construction:
approximately 474 linear feet of 8-inch gravity sewer; a 81 allon per minute ourny station with
duplex pumps, on -site audible and visual hizh water alarms, telemetry, and a standby power source;
as well as approximately 5,050 linear feet of 4-inch force main; 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 L. Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
North Carolina Department of Environmental Quality Division of water Resources
Raleigh Regional Office 1628 Mail Service Center, Raleigh, NC 27699-1628
Physical Address: 3800 Barrett Drive, Raleigh. NC 27609 919-791-4200