WQ0041000_Application (FTSE)_20190524

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: '^' 4 DQD (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuguay-Varina, NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StateiCounty ® Municipal ❑ Other
3. Signature authority's name: lay T. Me, crams, PE per 15A NCAC 02T .0106(bl NC Dept of ]Environmental Quality
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road MAY 2 4 2019
City: Fuu uav-Varina State: NC Zip: 27526-_
5. Applicant's contact information: Meigl Regional Office
Phone number: {219) 753-1028 Email Address: jmeyers(a?fuquay-varina.org
II. PROJECT INFORMATION:
I. Project name: Rutherford Subdivision - Phases 1-3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermittProject
If modification, provide the existing permit number: WQ00 and issued date:
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: 35.647' Longitude: -78.72
5. Parcel ID (if applicable): 0689314428, 068930I653, 0688299845, 0688294874
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler, PE License Number: 026466
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-�
Phone number: (2.U9 8664507 Email Address: jim.cliandler(@timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFF
N: /
I. Facility Name: Brighton Forest WWTP Permit Number:«<Owner Name: Town of Fuu uav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0036028 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbcr(s) (ifapplicable): WQCS00193
Owner Name(s): Town of Fuguay_Varina
FORM: FTA 04-16 Page I of 5

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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes []No ®NIA
3. If the Applicant is a Home/Pro a Owners' Association has an Operational Agreement FORM: FIOA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food prepamtion/service ❑ Hotel and/or Motels
❑ School! preschool.., day care ❑ MedicaI 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 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes []No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14 ? ® Yes ❑ No
D If yes, provide a copy or flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114M)
Daily Design Flow 10
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
92
27,600 GPO
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
To1a1
27,600 GPD
a See 15A NCAC 02T .01 14(b). d e 1 and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 27,600 GPD (per 15A NCAC 02T .01 14) /
;w Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T.0305c MDC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,000
PVC
8
1,390
C900
8
DIP
-71,380
%- 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 requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Rutherford Subdivision
2. Approximate Coordinates (Decimal Degrees)- Latitude- 35.644 Longitude:-78.722
3. Design flow of the pump station: 0.084 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 76.8 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station).
Size (inches)
Length (feet)
Material
4
2,655
C-900
6. Power reliability in accordance with I3A NCAC 02T .0305(h)(I ):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(B)
i- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i- Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
i- It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & r*)
i 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
%- "Stream classifications can be identified using the Division's NC Surface Water Classifications webpgge
If noncompliance with 02T.0305(f) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ NIA
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02'r.0105(c)(6}, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NiA
�w 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 permilee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum_ Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's CertiQW
1, 4!!44 _ attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes I43-215.6A 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.
North Carolina Professional Engineer's seal, signature, and date:
ESS11 iy
0/,-o� 9�iy
Applicant's Certification per 15A NCAC 02T .0106(b):
.-. i
I, t x �_ U�t�Ie s T71{`. attest that this application for
ignature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16 Page 5 of 5

USGS Map
Lake Wheeler Quadrangle
North Carolina — Wake County
7.5-Minute Series
Pradmsd by the Unrtod States Gooiagtcal Survey * -. SCALE 1'z4
htw min+ pat'm is -993 4"1 [

VICINITY MAP

OF wATE9 State of North Carolina
O� 4�G Department of Environment and Natural Resources
00 r Division of Water Quality
O Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuguay-Varina
Project Name for which flow is being requested: Rutherford Subdivision Phase 1-3
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 wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Brighton Forest WWTP
b. WWTP Facility Permit #: NCO066150
Alt flows are in MGD
c. WWTP facility's permitted flow 0.117
d. Estimated obligated flow not yet tributary to the WWTP 0.000
e. WWTP facility's actual avg. flow 0.042
f. Total flow for this specific request 0.028
g. Total actual and obligated flows to the facility 0.070
h. Percent of permitted flow used 59.8%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow" Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm 1 pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity"*
Rutherford 0.084 0.042 0.000 0.028 0.028 0.014
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is ¢ 0.
Page 1 of 7
FTSE 06-13

Certification Statement:
I Jay T. Meyers, PE, Public Utilities certify to the best of my knowledge that the addition of
Director
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
rim,_ 17A4
rin'Fa—cial T
mature L5ale
NC Dept of Environmental Quality
MAY 2 4 2019
Raleigh Regional Office
Page 2 of 7
FTSE 06-13

Mate of North Carolina NC Dept of Environmental Quality
Department of Environment
and Natural Resources MAY 2 4 2019 �
Division of Water Quality
A
Michael F. Easley, Governor Raleigh Regional
William G. Ross Jr., Secretary CDENR
Gregory J. Thorpe, Ph.D., Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL_ RESOURCES
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 OId Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
?4(�'"' 0 8 2_Oi11
Tom of -vats
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(l)(3),
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom homer in all applicable non -discharge permit
applications for future sewer line extensions and present. but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES permit for the treatment facility or exceed the capacity of the sewer:
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, permitted flow, new flow
under reduction and the difference between them). If you have any questions or comments regarding this
matter, please contact Marie Doldovic at [phone] ext. 371.
Since ,
L'
Gregory J. Thorpe, Ph-D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 5017r, recycled/1076 post -consumer paper

NCDept ofEnvironmental Qu7IrrS.
PROJECT NARRATIVE
Project Name: Rutherford Subdivision — Phases 1-3
Location: Fuquay Varina, Wake County, NC
Owner: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Developer: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
MAY 2 4 2019
Rt'leigh Regional Ofa,,c
The proposed project is inside Fuquay Varina jurisdictional limits and is located along Lake Wheeler
Road, north of the intersection of Lake Wheeler Road and US 401. The scope of this project (Phases
1-3) will include the construction of 92 residential lot and associated roads at total build -out.
The proposed public sewer extension will provide domestic service to Rutherford Subdivision on a
63.10-acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 27,600 gpd
(92) 4 bedroom houses @ 300 gpd/unit

•
NCDept OfEnvironmentai Quilit)
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDENR-Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
MAY 2 4 2019
Meish Regional O
Date: Job #:40501
Project: Rutherford
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinily Ma
1
5
Flow Acceptance Form/ Certification Statement
1
6
Check for $480
1
7
NCDENR Letter Dated Nov. 8 2001 — Flow Reduction
THESE ITEMS ARE TRANSMITTED:
if enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter.howell(&-timmons.com
Thank you,
Dexter Howell
Project Manager
SIGNED:
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Cashion, Ted
From: Dexter Howell <[e-mail]>
Sent: Tuesday, July 16, 2019 4:20 PM
To: Cashion, Ted
Cc: Jim Chandler
Subject: [External] RE: Rutherford Subdivision - Phases 1-3 fast track sewer extension application
External etpalL Do not.alo links or open-attachmehts unless y%')W veliN. send 0 suspidous email as an at.tachmenrto
e .s nt. ov
Ted
I left a voicemail and wanted to follow up with an email. There are 2 pumps on this site and no aerial or high priority
lines within this project. Let us know if you have any additional questions.
Thank You
Dexter
Dexter Howell
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 1021 Raleigh, NC 27607
Office: 919.866.4944 1 Fax: [phone]
Mobile:[phone] [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Jim Chandler <[e-mail]>
Sent: Tuesday, July 9, 2019 8:07 AM
To: Chris Petree <[e-mail]>; Dexter Howell <[e-mail]>
Subject: Fwd: Rutherford Subdivision - Phases 1-3 fast track sewer extension application
Jim Chandler, PE, LEED AP
Principal/Group Leader
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 1021 Raleigh, NC 27607
Office: 919.866.4507 1 Fax: [phone] Cell: 919-390-4227
[e-mail]
Your Vision Achieved Through Ours
Begin forwarded message:
From: "Cashion, Ted" <[e-mail]>
Date: July 9, 2019 at 8:01:23 AM EDT
To: "Jay Meyers ([e-mail])" <[e-mail]>, "Jim Chandler"
<[e-mail]>

Cc: "Robinson, Jason" <'ason.t.robinson ncdenr. ov>
Subject: Rutherford Subdivision - Phases 1-3 fast track sewer extension application
Hi Jay and Jim,
We are reviewing the subject application and need some clarification on a couple of items.
Now many pumps will be in the pump station?
With the amount of sewer line that will be installed, are there any aerial or high priority lines with this
project?
Thx,
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cash ion 2 ncdenr, ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, July 09, 2019 8:01 AM
To: Jay Meyers [e-mail]); Jim Chandler
Cc: Robinson, Jason
Subject: Rutherford Subdivision - Phases 1-3 fast track sewer extension application
Hi Jay and Jim,
We are reviewing the subject application and need some clarification on a couple of items.
How many pumps will be in the pump station?
With the amount of sewer line that will be installed, are there any aerial or high priority lines with this project?
Thx,
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashionCa)ncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID E
r
r
Department or Enironmertal Quality
Subscribe to Collection System & Sewer Permittinn Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.