WQ0045254_Application (FTSE)_20240520

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 4 46 0 1 ✓ 2 5 to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Goldston (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State'County ® Municipal
3. Signature authority's name: Jonathan Hensley per 15A NCAC 02T .0106(b
Title: Mayor
4. Applicant's mailing address: P.O. Box 527
City: Goldston State: NC Zip: 27252-__
❑ Privately -Owned Public Utility
❑ Other
'`'�1;FDf 1iT r
5. Applicant's contact information: MAY
� 2024
Phone number: [phone] Email Address: [e-mail]�lVltf,
1Q"?;, .,
11. PROJECT INFORMATION: 7
I . Project name: Goldston Fields Subdivision - Phase l
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
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: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 607615 Longitude:-79.316889
5. Parcel ID (if applicable): 9533 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Jarrod Hilliard, PE. License Number: 03.5670
Firth: Hilliard Engineering PLLC.
Mailing address: 3417 Winterwind Circle
City: Sanford State: NC Zip: 27331-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo WWTP Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0037122
2. Downstream (Receiving) Sewer Information: 8 inch 54 Gravity n Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): -
FORM: FTA 06-21 Page] 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 ® N!A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home. -Property Owners' Association, has an HOAIPOA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
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 i day care ❑ Medical.' dental.- veterinary facilities ❑ Swimming Pool. -'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool Tilter Backwash
❑ Businesses offices' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic °fo Commercial %' Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114( ? ❑ 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(1))
Daily Design Flow a,b
No. of Units
Flow
Residential 4 bed SRF
300 gal/day
40
12,000 GPD
gall
GPD
gall
GAD
gall
GPD
gal/
GPD
gal/
GPD
Total
12,000 GPD
a See 15A NCAC 02T I I4LbJLd a if and j 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 .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.
Wastewater generated by project:,12JDOb , GPD (per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station. -Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06.21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) 1 Length (feet) I Material
8 1 3307 1 PVC (SDR-26)
➢ Section 11 & 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
1. 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.
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 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with .15A NCAC 02T _0305 ft 1):
❑ 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 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(I) & f ? ® 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
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 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 WI.,
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{gl see Section X.1 of this application
* 15A NCAC 02T.0305( contains alternatives where separations in 021,03051f} cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classificati ns webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N.--'A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signe&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: 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 coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T.0105c�6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02T.0105(c)t6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version},, and the Qcgvity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the avproval of the permit, and ro'ects reguiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by. the Division to be a
si,anificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Jarrod E. Hilliard, PFM , attest that this application for Goldston Fields Subdivision — Phase
Professional Fngineer's name from Application Item Ill. 1.) (Project Name from Application Item II.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.Desip-n Criteria forbravity Sewers (latest versionj, 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 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: it{ CqF
�QFES�
= Q
3`►070
E.
Applicant's Certification per 15A NCAC 02T .0106(b): Z/I
1, Jonathan Hensley , attest that this application for Goldston Fields Subidivison - Phase I
(Signature Authority Name from Application Item 13.) (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.
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. 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

DocuSign Envelope ID: 31C4F850-B7D6-4ACD-B107-6F57AB46DE97
K
Division of Water Resources
Application Number: I FT-369
Entity Requesting Allocation: city of Santord
State of North Carolina
Department of Envii-onmental Quality
Division of Watel• Resoul•ces
Flow Tracking foi- Sewer Extension Applications
(FTSE 10-23)
Project Name for which flow is being requested: Goldston Fields Ph. 1 (Town of Goldston)
More than one FTSE nnay be required for a single project if the owner of the IVFVTP is not responsible for all punnp
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO024147
All flows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
1.7196
e.
WWTP facility's actual average flow:
4.0280
f.
Total flow for this specific request:
0.01200
g.
Total actual and obligated flows to the facility:
5.2915
h.
Percent of permitted flow used:
44%
Complete this section for each pump station you are responsible for along the route of this proposed
List putnp stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Pump
Pump
Finn
Design
Approx.
Obligated,
Total Current
Available
Station
Station
Capacity
Average
Current
Not Yet
Flow Plus
Capacity
(Name or
Permit
Daily Flown
Avg. Daily
Tributary
Obligated
Number)
Number
(Finn/nn.
Flow,
Daily Flow,
Flow
NIGD
NIGD
NIGD
NIGD
NIGD
NIGD
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
1. 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.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Q•iteria.
3. 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 5 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
1I1. Certification Statement
City of Sanford Collection System
WQCS00047
I, Paul Weeks, Jr. PE, certify to the best of my knowledge that the addition of the volume of
Pagel of 6 FTSE 10-23

DocuSign Envelope ID: 31C4F850-B7D6-4ACD-B107-6F57AB46DE97
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.
—Oacuftned by:
Paul, ill,. U1tAS Y. P.fl.
Signing Official Signature Date
Utilities & Engineering Director
Title of Signing Official
01 /26/24
Page 2 of 6 FTSE 10-23

M
.NI CDC /G� rrCs
DW� R MAY I 2024
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water tesocraiol� Flow Tracking for Sewer Extension Applications
:�,;:'__���•:r; (FTSE 10-18)
Entity Requesting Allocation: Town of Goldston
Project Name for which flow is being requested: Goldston Fields Subdivision - Phase 1
More than one FTSE may be requireafor 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: NIA
b. WWTP Facility Permit #: NIA
AUflows are in MGD
c. WWTP facility's permitted flow NIA
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
NIA
NIA
NIA
NIA
NIA
I1. 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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Vernie
_ ns,.aIL-_
WQ0037122
0.18
(A)
(B)
(C)
(D)-(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
flow
Capacity***
.042
0.0094
.021
.030
0.012
Main St. WQ0036067 .288 .115 0.023 .021 .044 0.071
* 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
(pl) 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): Jown of Goldston
Downstream Permit Number: W00037122
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jonathan Hensley certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and lI plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing cial Signature Date
Title of Sign r g Official
Page 2 of 6
FTSE 10-18

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IaI,�LL 1�Rp
ENGINEERING, PLLC
3417 Winteiwind C rcle, Sanford, NC 27330
May 8, 2024 PO Box 249, Sanford, NC 27331
Phone [phone]
&-mail jhflliardChilliardengineering,com
NC License M P-0836 ; -C
Mr. Tanvir of
Regional Supervisor — Water Resources Water Quality Operations
NCDEQ Raleigh Regional Office 14AY 16 20?4
1628 Mail Service Center
Raleigh, North Carolina 27699 eft-'[�;13i,;r;
Reference: Fast Track Application — Gravity Sewer Extension - Resubmittal
Goldston Fields Subdivision - Phase 1(Residential)
Town of Goldson, North Carolina (Chatham County)
Dear Mr. Tanvir:
Please find enclosed the revised application package for the proposed Goldston Fields Subdivision —
Phase 1 project located within the town limits of Goldston. The package includes the following items
(original and one copy):
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE — 04-16)
• USGS Map showing project location
• Google Earth Map showing project location
As part of this project, the Town of Goldston sewer system will be extended to serve Forty (40) new
residential single family properties (Lots 22-23 of this project will be served by the existing
sanitary sewer). This project entails installation of approximately 3,307 LF of 8-inch line (gravity) and
twenty-four (24) manholes. The proposed sanitary sewer extension will connect to the existing Town
of Goldston sewer main at an existing manhole on Pittsboro Goldston Road. This main discharges
into the Vernie Phillips Pump Station then to Main Street Pump Station via force main and gravity
system. The towns total flow is pumped in a force main along HWY 421 from Main Street Pump
Station to City of Sanford Buffalo Creek WWTP.
Please do not hesitate to call with any comments or questions regarding this submittal.
Sincerely,
Hilliard Engineering, PLLC.
f
Michael Blakley

May 20, 2024
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Delegation of Signature Authority
TOWN OF GOLDSTON
Permit Number WQ0037122
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 2B.0506.
Individual #1 Individual #2 (if applicable)
Name:
Jonathan Hensley
Title:
Mayor
Mailing Address:
P.O. Box 527 - Goldston, Nc 27253
Physical Address:
(if different)
Email Address:
[e-mail]
Office Phone:
- -
- -
Mobile Phone:
919 - 356 - 3321
- -
If you have any questions regarding this letter, please feel free to contact me at 919 356-3321.
Sincerely,
d athan Hensle
Mayor
P.O. Box 527 - Goldston, Nc 27253
[e-mail]
9193563321
Mobile Phone
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