WQ0043899_Application (FTSE)_20221103

State of North Carolina
9 �) Department of Environmental Quality
f Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number..W0 t J o q 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Archdale. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Zeb Holden per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: PO Box 14068
City: Archdale State: NC Zip: 27263-_
5. Applicant's contact information:
Phone number: [phone] Email Address: zholden e archdale-nc.gov
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Magnolia Village Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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: W000_
3. County where project is located: Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.8943' Longitude:-79.9651°
5. Parcel ID (if applicable): 7718422000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joshua Beck License Number: 038556
Firm: J.S. Beck Engineering, PLLC
Mailing address: 5537 Autumn Harvest Drive
City: Kernersville State: NC Zip: 27284-
Phone number: [phone] Email Address: jsbeckeng(t�gmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Eastside WWTP Permit Number: NCO024210
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
L Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page I 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 ® N/A
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):
® 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.0114(f))
Daily Design Flow','
No. of Units
Flow
Single Family Townhomes 4bdnn
480 gal/day
13
6,240 GPD
Single Family Townhomes 3bdrm
360 gal/day
14
5,040 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,280 GPD
a See 15A NCAC 02T .0114(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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 11280 GPD (per 15A NCAC 02T .01141
➢ 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):
L Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
862
PVC
8
80
Ductile Iron
➢ 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 (Puma 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 pmnp(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.l.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 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(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(fl 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-1 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 (gZ see Section X.I of this application
* 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) 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 webpaee
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.
➢ Seethe 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
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, stonnwater 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 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 oroiects requiring a variance annroval may be subject to Ionizer
review times. For protects 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:
1, Joshua S Beck attest that this application for Magnolia Village Townhomes
(Professional Engineer's name from Application Item 111.1.) (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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
,CA&00 //�'
- EAL r' _
a 038656 r
Of III
yvAl S -
wO
I, Zeb Holden attest that this application for Magnolia Village Townhomes
(Signature Authority Name from Application Item 1.3.) (Project Name from Application 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 143-215.6A 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: �d i
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Archdale
Project Name for which flow is being requested: Magnolia Village Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of High Point's East side WWTP
b. WWTP Facility Permit #: NC0024210
All flows are in MGD
c. WWTP facility's permitted flow 26.0
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request .01128
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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 / pf),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
Weant Rd 3.600 1.440 1.042 0.047 1.089 0.351
* 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.
Downstream Facility Name (Sewer): High Point Eastside WWTP
Downstream Permit Number: NC0024210
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Zeb Holden, City Manager certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
SigningOfficial Signature
Page 2 of 6
FTSE 04-16

Public Services Department
Derrick Q. Boone
ASSISTANT DIRECTOR
NORTH CAROLINNS INTERNATIONAL CITY"'
October 25, 2022
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Project:. Magnolia Village
Applicant: City of Archdale
Dear Sir or Madam:
This is to acknowledge that the City of High Point will accept for treatment in the Eastside
Wastewater Treatment Plant (Permit #NC0024210), wastewater flow from the above referenced
project in the amount of 11,280 GPD, which will be discharged to facilities operated and
maintained by the City of Archdale, then to the City of High Point facilities.
Flows from this area will be deducted from the City of Archdale's current capacity allotment in
the Eastside Treatment Plant.
If further information is needed, please let me know.
Very truly yours,
I —�
Derrick Q. oone
Assistant Public Services Director
DQB/tab
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax:[phone] Phone:[phone] TDD:336.883.8517

State of Non'th Carolina
`;I I Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
MViclon of Wmel Ilc'.our(es (FTSE 10-18)
Application Number:
2020-181
Entity Requesting Allocation: City of Archdale
Project Name for which flow is being requested: Magnolia Village
More than one FTSE mail be required fw• a single proJect If the oWrter of fhe IVIVTP is not responsiblefor all puntp
stations along the route of flue proposed rvostervaterJlom.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: EastsideWWTP
b, WWTP Facility Permit N: NC-0024210
All Jlolvs ane In MGD
c. WWTP facility permitted flow:
26.0000
d. Estimated obligated flow not yet tributary to the WWTP:
3.0528
e. WWTP facility's actual average flow:
1347292
f. Total flow fci this specific request:
0.0113
g. Total actual and obligated flows to the facility:
16.7933
h. Percent of permitted flow used:
64.59%
11. 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)
(D)
(C)
(D)-(DIC)
(g)-(A-D)
Pump
Pwnp
Firm
Design
Approx.
Obligated,
Total Current
Available
Station
Station
Copncily
Average
Curren)
Not Yet
Flow Plus
Capacity'
(Name or
Permit
Daily Flows
Avg. Daily
Tributary
Obligated
Number)
Number
(Firndpl),
Flow.
Daily Flow,
Flow
MGD
hIGD
MGD
MGD
hIGD
MGD
YWA
YN/A
WA
YWA
WA
OWA
YWA
YWA
YWA
pWA
YNIA IWA
YWA ONIA
YWA YWA
MA YWA
WA pWA
UWA IWA
MA
MA
IWA
YWA YWA MIA IWA MIA YNIA
" Tito Fh•rn CAPndry (design nmv) of Ally pullip station is donned as llne nuxinunt pumped Dow flint
can be Achieved will llte largest pmnp taken out Arservlce.
"I Design Average Flow Is the firm capacity of file pump station divided by Ibe pealing factor (po not
less 1110112.5, Per Section 2.02(A)(4)(c) of [lie Maintain Design Crilerin.
"* A Planning Assessment Addendum siAli be Entitled fm• each pump slntio t located behvices lie
Pro)ecl connection point mud lie WWTP where the Available Capacity Is 5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
YWA YWA
YWA YWA
IWA YWA
IWA YWA
Page, 1 or 6 FTSE 10.10

111. Certification Statement
1, Derrick Q. Boone certify to the best of my knowledge 0nat the addition of Ilse 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 an 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 11 plus all attached planning assessment addendum for which f 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.
- i/ — & — 10/25/2022
Signing Ofcln Signature Date
ASPIZAAlf AMIC I�Ve✓larS .61,fjCTyiZ
Title of Signbig Oj,01clal
Page 2 of 6 FTSE 10-10

/^1
J. S. Beck Engineering, PLLC
License No. P-1388
5537 Autumn Harvest Drive. Kernersville
Project Narrative
For Magnolia Village
tir 979R4
In Archdale, North Carolina
C A k p�/ii
y
:o SEAL
038556 _
ice'•. QINE.•'����
Magnolia Village is a small tract of property which will house a mixture of 3-bedroom and 4-bedroom
townhomes in Archdale, North Carolina. Located just south of Interstate 1-85 in Randolph County, this 6.639-
acre tract of land is bordered to the north Elaine Street & Archdale Road, to the west by a number of single-
family residential homes, to the east by Archdale Road, and to the south by a large industrial park owned by
Packaging Corporation of America.
The City of Archdale has several existing 8-inch sewer lines within the vicinity of the project to
provide sewer service. One of the existing outfalls in the vicinity traverses the project and will be extended
along the proposed Southern Magnolia Lane to serve a majority of the townhomes. Another manhole located
close to the intersection of Archdale Road and Elaine Street will serve 2 townhome units and a third
manhole -at the end of Elaine Street will be extended to serve the final 2 townhome units on a short
extension of Elaine Street. In total, this permit will cover the extension of 862 If of 8" PVC and 80 If of 8"
ductile iron pipe. The piping listed and installed under this permit will meet or exceed today's design
standards and regulations for both the City of Archdale and NCDEQ.
The proposed sewer lines will tie to an existing 8" sewer outfall mentioned above. Based on the size,
the sewer line has more than sufficient capacity to handle the expected demand from this phase of the .
project. A total of 11,280 gals/day is expected at full build out of the proposed townhomes project using a
daily flow of 120 gals/day per bedroom. This total daily flow was calculated using a breakdown of 13 4-
bedroom homes and 14 3-bedroom homes. While the sewer lines do not cross a small branch of Muddy
Creek located on the property, the roadway will be extended and a large culvert pipe installed. These
impacts will require the submission for a 404/401 permit which is currently being applied for.
At the completion of construction, the City of Archdale has agreed to take over maintenance of the
sewer, water, and streets within the project since the utilities will be installed within a public right of way or
utility easement.
E-Mail: [e-mail] Cell: 336-420-4807

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J. S. Beck Engineering, PLLC
License No. P-1388
NC Department of
Enviro eceiveld uality
NOV 0 3 2022
5537 Autumn Harvest Drive, Kernersville, NC 27284 .
Winston-Salem
Regional Office
Magnolia Village Townhomes
Archdale, North Carolina
Randolph County
Gravity Sewer Fast Track Application
Project # 12008
October 31, 2022
North Carolina Department of Environment Quailty
Water Quality Section
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Enclosed is the gravity sewer application and supporting documents for Magnolia Village
Townhomes in Randolph County. Should you have any additional questions or comments, please
do not hesitate to send me an email or call using the information below.
Sincerely,
3 LSc�
Joshua Beck, PE
Enclosures:
(2) - FTA 14-16
(2) — FTSE 04-16 from City of Archdale
(2) — FTSE 04-16 from City of High Point
(2) - Project Narrative
(2) - USGS Topographic Map
(2) - Street View Map
Review Fee Check
E-Mail: [e-mail] Cell: 336-420-4807