WQ0045863_Kinsley_Phase_1_FTSSE_Final_App_20240926_20240926

D `!' 1 ' `'"" `-`' State of North Carolina
Envii-orrnental Quality
Received Department of Environmental Quality
DWR S
Division of Water Resources
z 6 2024
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Winston-Salern FTA 10-23 & SUPPORTING DOCUMENTATION
Rpainnnf n47r-
Application Number:1o,? (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 Jamestown (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
i
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Matthew L. Johnson per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 301 E. Main St/
City: Jamestown 1§tate: NC Zip: 27282-
5. Applicant's contact information:
Phone number: [phone] Email Address: mjohnson(aJamestown-nc.gov
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Kinsley - Phase 1
2. Application/Project status: ® �roposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.012078' Longitude:-79.919509'
5. Parcel ID (if applicable): 7822-84-6667, 7822-64-5676, 7822-66-2393, 7822-76-1411, 7822-77-3282 (or Parcel ID to closest
downstream sewer)
III. CONSULTANT INFORMATION:
i
1. Professional Engineer: Clay Oliver License Number: 027400
Firm: Timmons Group'
Mailing address: 5410 Trinity Rd, Suite 102
�
City: Raleigh r State: NC" Zip: 27607-
Phone number: [phone]" Email Address: clay.oliver(a-,timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
i
1. Facility Name: High Point Eastside Wastewater Treatment Facility Permit Number: NCO024210
Owner Name: City of High Point✓
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQS00314
i
2. Downstream (Receiving) Sewer Information: 18 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSS00314
FORM: FTA 10-23 Pagel of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Owner Name(s): Town of Jamestown �
FORM: FTA 10-23 Page 2 of 5

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 ® N/A i
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
i
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [:]Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I14(f))
Daily Design Flow','
No. of Units
Flow
Single-family (four bedrooms)
300 gal/day
225
67,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
67,500 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
6 8. Wastewater generated by project: 67,50GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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 10-23 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
11,134
SDR-26 PVC'
8
1,167,
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (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 2.01 C.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
➢ 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 10-23 Page 4 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(f) & (g)? Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.030560 contains alternatives where separations in 02T.0305(f1 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ 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 - Randleman Lake
❑ No i
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.
11
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ENo
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).
FORM: FTA 10-23 Page 5 of 5

High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 6 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
/
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring 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
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, ClayD.Oliver
,attest that this application for
(Professional Engineer's name from Application Item III.1.)
Kinsley - Phase 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 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 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)
`\
.................V.a rl i j 1/�(��.......... .....
North Carolina Professional Engineer's seal, signature, and date: ���� al H CA
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��.OFESg�O,�j2��
. 274009
C��•.!t!cINE�g•'. �:
1101111 00N
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Matthew L. Johnson _/ , attest that this application for Kinsley - Phase 1
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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: I Z
FORM: FTA 10-23 U Page 7 of 5

Winston-Salem
Regional office
Division of 'Water iic°s<;mct-y
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Jamestown
Project Name for which flow is being requested: Kinsley - Phase 1
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: High Point Eastside WWTP
b. WWTP Facility Permit #: NCO024210
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
2.0000 MGD
0.0522 MGD
1.1523 MGD'
0.0675 MGD
1.2720 MGD
63.6%
Il. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / p fl,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Jamestown Collection System
Downstream Permit Number: WQCS00314
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Paul R. Blanchard, Public Services certify to the best of my knowledge that the addition of
Director i
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
9— 5-2
Signing Official Signature Date
i
Title of Signing Official
Page 2 of 8
FTSE 10-23

State of North Carolina
Department of Environmental Quality
" Division of Water Resources
Flow Tracking for Sewer Extension Applications
Division of Water Resources (F1'SE10-23)
Entity Requesting Allocation: HighPointNC
Project Name for which flow is being requested: Kinsley - Phase 1 ✓
More than one FTSE may be required for a single project if the owner of the WUP is not responsible for all pump stations along the
route of the proposed wastewater flow
I. Complete this section only ifyou are the owner of the wastewater treatment plant.
a. WWTP Facikynarne: Eastside WWFP
b. WWTP Facility Pern-it #: NC0024210 /
All flows are in MGD
c. WWTP facility's Permitted flow
26
d. Estimated obligated flow not yet tributary to the W WTP
4.4493
e. WWTP facility s actual average flow
14.92 '
£ Total flow for this specific request
0.0675
g. Total actual and obligated flows to the facility
19.4368
h Percent ofpemitted flow used 74.76%
H. Complete this section for each pump station your are responsible for along the route of this proposed wastewater flow
List pump station located between the project connection point and the W WTP.
(A) (B) (C) (D)—(B+C) (E)--(A D)
Punp Pump Design Approx Obligated Total Current
Station Station Firm Average Daily Current Not Yet Flow Plus Available
(Narre or Pew Capacity, * Flow** Avg, Daily Tnbutary Obligated Capacity***
Number) No. MGD (Firrriipfl Flow Daily Flow Flow MGD
MGD MGD MGD / MGD
Riverdale M0008572 30.0887 11.4842 8.3901 2.5016 10.891� 0.5925
*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, 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.
DowmtreamFaciTityName (Sewer): Eastside WWTP
Downstream Permit Number (Sewer): NC0024210
Page 1 of 8
FTSE 10-23

III. Certification Statement
I, Derrick Boone, certify to the best of my knowledge that the addition of the voluire 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 implernentation of the planned irriprovements identified in the
planning assessment where applicable. This analysis has been perfonred 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 addendurns for which i am the
responsible party. Signature of this form indicates acceptance of this wastewater flow.
Official Signature
Job
Title of Signing Official
Date
Page 2 of 8
FTSE 10-23

ENronmento,
TIMMONS GROUP 2 5 2024
YOUR VISION ACHIEVED THROUGH OURS,
Winston-Salem
PROJECT NARRATIVE Regional Office
Project Name: Kinsley - Sanitary Sewer Outfall
Location: 2207 Guilford College Road, Jamestown, Guilford County, NC
Owners: D.R. Horton, Inc.
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Developer: DHI Communities, A D.R. Horton Company
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Consultant: Timmons Group
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside the Town of Jamestown and is located on the north and east
sides of Guilford College Road south of Mackay Road. The scope of this project will include the
construction of a total of 12,301 linear feet of 8" gravity sewer (11,134 LF of 8" PVC and 1,167 LF
of 8" DIP). The project is being permitted for 67,500 gallons per day (gpd) - 225, four -bedroom
units at 75 gpd per bedroom.
The proposed system will connect to an existing Town of Jamestown 18" gravity sewer line in
two locations - one along the eastern project boundary and one at the southern boundary. The
Town of Jamestown sewer eventually flows into a City of High Point sewer system.
The proposed sanitary sewer construction is not expected to impact any streams or wetlands.
The gravity sanitary sewer outfall will be owned, operated, and maintained by the Town of
Jamestown.
ITEMS INCLUDED IN THIS APPLICATION PACKAGE:
• FTA Application
• Application Fee of $600
• Flow Tracking/Acceptance Form (Jamestown)
• Flow Tracking/Acceptance Form (High Point)
• Project Description and Narrative
• Aerial Vicinity Map
• USGS Topographic Map
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Legend -Z ° Qrq � � �► .
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-- Proposed Sanitary Sewer Outfall
-- Proposed Sanitary Sewer* r
Existing Sanitary Sewer ��yy
-�^- Streams & Creeks
QKinsley Project Boundary
Road
-�T Railroad 8, ,
* Preliminary design and subject to change.
To be permitted separately. ' w
Resources: NCDEQ Surface Water GIS Data, ESRI Base,'"�
Map - USA Topo Maps, Timmons Group Design Data
KINSLEY - SANITARY SEWER OUTFALL
USGS TOPO MAP Y MMONS GROUP
DUP VISION ACHIEVED TNPOU Ow OVRS.
JAMESTOWN, GUILFORD COUNTY, NC June 5, 2024

PUBLIC SERVICES
Derrick Boone
Assistant Public Services Director
September 26, 2024
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Project
Applicant:
Dear Sir or Madam:
Kinsley- Phase I
Town of Jamestown
high
point.
This is to acknowledge that the City of High Point will accept for treatment in the
Eastside Wastewater Treatment Plant (Permit #NC0024210), wasterwater flow from the
above referenced project in the amount of 0.0675 MGD, which will be discharged to
facilities operated and maintained by the City of High Point.
If further information is needed, please let me know.
Sincerely,
Derrick Q Boone
Assistant Public Services Director
DQB/tab
211 South Hamilton St. High Point, NC 27260 k. 336.883.3111 :#11 HighPointNC.gov 4D