WQ0043522_Application (FTSE)_20230914

Oocusigf+Envelope ID: D87B03F5-C3034CF8-A282-71B8088570E4
THE TOWN OF
September 1, 2023
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
3800 Barrett Drive
Raleigh, NC 27609
Re: Application for Sewer Extension Permit MODIFICATION
Project: Friendship Innovation
Permit Number: WQ0043523
Dear Sir or Madam:
In t of Environmental
Quality
SEP 14 2023
Raleigh Regional Office
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of $480,00
0 One original and one copy of the State of North Carolina Fast Track Sewer System
Extension Application (FTA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 11-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
as os
Sincerely, DocuSignedby
03C05BB9FC34440
Kendra D. Parrish, P.E., CFM Catherine Jacobs, P.E. Rachel Jones
Executive Director of Utilities and Infrastructure mig1aaTNwrmiwr - Utility Engineer
Development services
KPlek
cc: Project Consultant Engineer, , PE
Rachel Ingham, Utility Engineering Manager
Drew Johnson, Development Construction Manager
Emily Koncz, Utility Permitting Specialist
Project file/Correspondence ##42117
3002
04.17,2018
Utilities and Infrastructure Services
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.gov

,DocuSign Envelope ID: DB7B03F5-C303-4CF8-A282-71 B8088570E4
4P
TIMMONS GROUP
5410 Tnoity Road P 919.866A951
Suite 102 F 919-859.5663
Raleigh. NC 27607 www nvrKnscom
Friendship Innovation Park Infrastructure: This Is a Request For Modification of
WQ0043522.
Date: 09-01-23
Cover letter:
Job #: 48802.007
The constructed project is within the Town of Holly Springs, located north of the intersection of
Holly Springs New Hill Road and Friendship Road. The scope of the project included the
construction of two private roads, improvements to Friendship Road, a water main, reclaimed
water main, and sanitary sewer main. The constructed sanitary sewer system will serve the
surrounding properties and run to a proposed pump station. The new gravity sanitary sewer
system will be owned, operated, and maintained by the Town of Holly Springs. Originally, the
sanitary sewer main was made up of:
Size (inches)
Length (feet)
Material
8
192
PVC
12
105
PVC
18
18
2,122
PVC
203
DIP
Within this permit modification request, we are looking to only include:
Size (inches)
Length (feet)
Material
12
18
105
PVC
2122
PVC
18
203
DIP
List of items included within this application package:
• Aerial Map
• USGS Map
• Fast Track Sewer System Application FTA-06-21
• Narrative (Permit Modification)
• $480 Check Payable to NCDEQ
• Copy of Original Existing Sanitary Sewer Permit
ENGINEERING I DESIGN I TECHNOLOGY

,DocuSign Envelope ID: DB7B03F5-C303-4CF8-A282-71B8088570E4
• Design and Application Certification
* IN SUMMARY, THE ONLY CHANGE IN THIS MODIFICATION REQUEST IS THE
REMOVAL OF THE 8" SEWER LINE.
Associated 401/404 permits have been approved. Refer to permit numbers DWR# 20211301
and SAW-2014-01411.
No design flows are listed under this permit modification request. However, a pump station has
been designed to service the overall project area. A sanitary sewer study has been performed
for the property that will drain to this proposed pump station in the area. The proposed pump
station has been previously submitted as a modification to existing permit number
WQ0034579M#1 originally issued on May 31, 2012.

DocuSign Envelope ID: DB7B03F5-C3034CF8-A282-71B8088570E4
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
_.
Sewer Design and Application Certification
Note: This form must be submitted with the Fast Tract AQplication _for extension to the Town of
Holly Springs Sewer System
uality
Project: Friendship Innovation Park Infrastructure Raleigh Regional Office
Design Engineer: Brandon Mclamb
Address: 5410 Trinity Rd, Suite 102, Raleigh NC
Phone Number: (919) 866 - 4935 Email:brandon.mciambO-timmons.com
Date Complete Appli W Package Received by n: 9/8/2023
Date Approved: (by RJ) � (by KDP) (by CJ)
As design engineer for this project, I certify the following (please check (x) each applicable box):
a That the design of the project is in complete conformance with the Town of Holly
Springs Engineering Design and Construction Standards and NC DEQ Sanitary Sewer
Design Regulations;
x That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
® One original and one copy of a cover letter that includes a project narrative
im A check in the amount of $480.00 to NC DEQ
x A check in the amount of $200.00 to the Town of Holly Springs
19 One original and one copy of the State of North Carolina form FTA 04- l6
Fast Tract Sewer System Extension Application
9 Two copies of form FTSE l 0-18 Flow Tracking for Sewer Extension
Applications
a Two color copies of an 8.5-inch by l 1-inch portion of a 7.5-minute USGS
Topographic Map showing project area
9 Two copies of a street level map showing all relevant project areas
* One copy of the locally -required Design and Application Certification (This
form)
Design Engineer's Signature
Date 09/01 /23
Please contact Emily Koncz at [phone] or emily.koncz mhollyspringsnc.gov if you have
any questions.
2003 Sewer Design Application CC03ficatian
01.14.2'
Utilities and Infrastructure Services
A.O. Box 8 0 128 S. Main Street • Holly Springs, NC 27540 s ►ovw.hollyspringsnc gov

.DocuSign Envelope ID: DB7l303F5-C3034CF8-A282-71 138088570E4
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump StationslForce Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with I5A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T,030 .
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (Ali New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 06-21):
® 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 I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item 11,1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A. NCAC 02T .01061b}, Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page I of 3

DocuSign Envelope ID: DB7603F5-C3034CF8-A282-71B$088570E4
E. Flow Tracking/Acceptance Form (Form: 10-18) (if Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.671 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 I 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 15A NCAC 02T .0305(h)f )1, submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T _O 115aj 1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina iJtilities..Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/PropeM Owners' Associations
❑ Per 15A NCAC 02T .01 15Lc1<, submit the properly executed Operational Ag,_reement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T. 0115tb,), submit the properly executed Operational Agreement (FORM! DEVI.
For more intfornurtion, visit the Division's collection stistems wehsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

DocuSign Envelope ID: DB7B03F5-C303-4CF8-A282-71B8088570E4
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville Regional, Office
610 E. Center Avenue
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
RaleighReaionai Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mail
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem Regional Office
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 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

DocuSign Envelope ID: DB7B03F5-C3034CF8-A282-7tB8088570E4
NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
S E P 14 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 9��a6LWd(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Holly Springs _. .
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State.`County ® Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish, PE _. per 15A NC: AC 02T .0106ib
Title: Executive Director of Utilities & Infrastructure Service
4. Applicant's mailing address:.128 South Main
City: Holly prings
5. Applicant's contact information:
Phone number: [phone]
IL PROJECT INFORMATION:
PO Box 8
State: NC Zip: 27540
[e-mail]
Email Address: Kendra. arrish holl s rin snc. ov
I . Project name: Friendship Innovation Park Infrastructure
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ00 43522 and issued date: August 3, 2022
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. 35.6760 Longitude:-78.9028
5. Parcel ID (if applicable) : - (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brandon Mclamb License Number: 34373
Firm: Timmons Group
Mailing address: 5410 Trinity. Road, Suite 102
City: Raleigh _
Phone number: [phone]
State: NC Zip: 27607
Email Address:: brandon.mclamb a timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Utley Creek Water Reclamation.Facility
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ00 34579M#1
Permit Number: NCO063096
2. Downstream (Receiving) Sewer Information: 18- inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00192
Owner Name(s): Town of Holly Springs
FORM: FTA 06-21 Page I of 5

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Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a2eveloM'A fk{rational AZeement.(FORM: DEV1 been attached?
El Yes El No ®N.A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement iFORM, HOA) 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 preparationiservice ❑ Hotel and/or Motels
❑ School ! preschool I day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool;'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooliFiltcr Backwash
® Businesses f offices a factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .01,03L20J)
If Industrial, is there a Pretreatment Program in effect? ® Yes[:] No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f}? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow p,n
No. of Units
Flow
gal!
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gaV
GPD
Total
0 GPD
a See 15A NCAC 02T -01 I4Jb1_ (dJ Lcj(l) and LeJL2,1 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S- 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC.02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: .. Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

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VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers
1. Summarize gravity sewer to be permitted:
The 8" line is being I Size (inches) I Length (feet) I Material
requested to be
removed from the
existing permit.No 12 105 PVC
other modifications for I8 2,122 PVC
this permit.
IS 203 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
VII1. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
0
4. Operational point(s) per pump(s): gallons per minute (GPM) at: feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) _-
6. Power reliability in accordance with 1I SA NCAC 02T .0305th}i i }:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T,0305(h)(I)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of al l the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframcs, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

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IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separationslalternatives found in 15A NCAC 02T .0305(i & ( ? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or ( , see Section X.I of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T,0305(f) cannot be achieved. Please check "yes"
above if these alternatives arc used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webparc
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC I8C.0906(o for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [-]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A_ NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCACQ2T_0105fe1f6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0101, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this pen -nit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per C SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

DocuSign Envelope ID: DB7BO3F5-C303-4CF8-A282-71B8088570E4
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stationa
and Force Mains (,latest version, and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VarianceiAlternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and moiects requiring a variance approval may be subject to longer
review times. For vrooects requirine two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1 Brandon Mclamb , attest that this application for Friendship Innovation Park Infrastnucture
(Professional Engineer's name from Application Itcm III.].) (Project Namc from Application Itcm 11.1 ]
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version, and the Minimum Design Critcria for the Fast -Track Numigi
of Pump Stations and Force Mains (latest version. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10.000, as well as civil penalties up to $25,000 per violation. 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: o°°°°ou�toroonpao,
k do( �`� l-,tk�, ✓•
DocuSignedbY i l•eQ' SEMI ,' C
U:S 1:574 i
74A58541314484EF o te•x'1 G
9/6/2023
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Kendra D. Parrish, PE , attest that this application for Friendship Innovation Park Infrastructure
(Signature Authority Name from Application Item 1.3.) (Project Name from Applicatton Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. 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 143-2 i 5.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
DocuSlyned by:
Signature: Date: 9/11/202 3
03CO5069FC34440
FORM: FTA 06-21 Page 5 of 5

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
August 3, 2022
Kendra D. Parrish, PE
Executive Director of Utilities & Infrastructure Service
Town of Holly Springs
128 South Main Street, PO Box 8
Holly Springs, NC 27540
Subject: Permit No. WQ0043522
Town of Holly Springs
Friendship Innovation Park Infrastructure
Wastewater Collection System Extension Permit
Wake County
Dear Permittee;
In accordance with your application received May 31, 2022 and additional information received on July
27, 2022, we are forwarding herewith Permit No. WQ0043522 dated August 3, 2022, to the Town of Holly
Springs (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 1.1 No process flow is allowed to be discharged into this sewer extension until any
necessary Industrial User Permits are executed.
Condition IIA: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria, [15A NCAC 02T.0116]
:Sen�IC�»OIIRSDI�:.na:e�tofLa�ua�esis3Qu:lrn•I D�tititia�aoit�'�:esFc�au:�es
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pocuSign Envelope ID: DB7B03F5-C303-4CF8-A282-7iB8088570E4
Town of Holly Springs
a Permit No. WQ0043522
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
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 Jason Robinson via e-mail at
[e-mail].
Sincerely,
E
OoeuSlpnad by:ce Vimwu
econflDe2604A46D..
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: [e-mail]
Raleigh Regional Office Files
DWR Laserfiche
Wake County Health Department
Page 2 of 9

pocuSign Envelope ID: DB7B03F5-C303.4CF8-A282-7168088570E4
NORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Holly Springs
Wake County
for the construction and operation of approximately 192 linear feet of 8-inch gravity sewer, 105 linear
feet of 12-inch gravity sewer and 2,325 of 18-inch gravity sewer as part of the Friendship Innovation Park
Infrastructure project, and the discharge of zero additional gallons per day of collected wastewater into
Town of Holly Spring's existing sewerage system, pursuant to the application received May 31, 2022 and
additional information received July 27, 2022, 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.
O'cuSigned by:
Ec'b
BCDR9D825D4AA6D.,.
for Richard E. Rogers, Jr.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0043522
Permit Issued: August 3, 2022
Page 3 of 9

DocuSign Envelope ID: D1371303175-C3034CF8-A282-71 B8088570E4
SUPPLEMENT TO PERMIT COVER SHEET
Town of Holly Springs 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 Town of Holly Springs Utley Creek
Wastewater Treatment Facility in accordance with Permit Number NC0063096.
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 protect meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
No process flow is allowed to be discharged into this sewer extension until any necessary Industrial
User Permits are executed.
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.5 143-215.1(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.0110)
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110)
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required, the following performance criteria shall be met:
Page 4 of 9

pocu5ign Envelope ID: DB7B03F5-C30.tACF8-A282-7188088570E4
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
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.
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
Page 5 of 9

DocuSign Envelope ID: D87803F5-C303-4CF8-A282-7188088570E4
1
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
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
Page 6 of 9

pocuSign Envelope ID: DB7B03F5-C303-4CF8-A282-71 B8088570E4
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -
case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .01161
8. Gravity sewers installed greaterthan 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)j
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

pocuSign Envelope ID: DB7B03F5-C3034CF8-A282-71B8088570E4
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Holly Springs
PERMIT #:
WQ0043522
PROJECT:
Friendship Innovation Park Infrastructure
ISSUE DATE:
August 3, 2022
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.
PERMITiEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, , as a duly registered Professional En ineer 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:
for the construction and operation of approximately 192„linear feet of 8-inch gravity sewer, 105 linear
feet of 12-inch gravity sewer and 2,325 of 18-inch gravity sewer; 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 ❑ Partial (include description)
.................. .
Certification Comments/Qualifiers (attach if necessary):
North Carolina Department of Environmental Quality; Division of Water Resources
Raleigh Regional Office 11628 Mail Service Center, Raleigh, NC 27699.1628
Physical Address: 3800 Barrett Drive. Raleigh. NC 27609 919-791,4200