WQ0031530_Application (FTSE)_20210510

NC Department of
Environmental Quality
Received
s4`s3P 10 2021
J. S. Beck Engineering, PLLC Winston-Salem
License No. P-1388 Regional Office
5537 Autumn Harvest Drive, Kernersville, NC 27284
Center Pointe Townhomes
Archdale, North Carolina
Randolph County
Gravity Sewer Modification Request
Project # 7250
May 9, 2021
North Carolina Department of Environment & Natural Resources
Water Quality Section
Attn: Mike Mickey
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Dear Mr. Mickey,
Thanks for chatting with me the other day on this particular project. As mentioned, Center Pointe
Townhomes was originally permitted back in 2007 (WQ0031530) under the name Robertson Ridge
Townhomes. During the recession of 2008, the project went into foreclosure before my client
purchased it years later. In October 2017, we transferred the permit to the City of Archdale and
have been steadily constructing townhomes ever since. As we got closer to the completion of
phase 4, 1 noticed the original permit covered all the wastewater flow anticipated from the entire
project but was substantially short on linear footage of pipe. As requested, I have provided an
updated permit and the flow tracking forms from both the City of High Point and Archdale. I have
also included an overall site plan sheet just so you have a better understanding of the project. If you
need anything else to complete this modification request, please do not hesitate to reach out using
the contact information below.
Sincerely,
�i- 8 6ee1_1
Joshua Beck, PE
Enclosures:
Review Fee
(2) - FTA 14-16
(2) - FTSE 10-18 (City of Archdale)
(2) - FTSE 101-8 (City of High Point)
E-Mail: [e-mail] Cell: 336-420-4807

QWR -,,
`Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(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 ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Zeb Holden per 15A NCAC 02T .0106(b)
Title: City Manager R C Department of
4. Applicant's mailing address: PO Box14068 Environmental Quality
City: Archdale State: NC Zip: 27263-_ Received
5. Applicant's contact information: NIAY 10 2021
Phone number: Q 6)431-9141 Email Address: [e-mail] Winston-Salem
II. PROJECT INFORMATION: Regional Office
1. Project name: Center Pointe Townhomes (formerly Robertson Ridge Townhomes)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00031530 and issued date: 4/9/07
If new construction but part of a master plan, provide the existing permit number: WQOO_
3. County where project is located: Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.914063' Longitude:-79.930761 °
5. Parcel ID (if applicable): 7707382587
(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: Kemersville State: NC Zip: 27284-_
Phone number: QL6) 420-4807 Email Address: [e-mail]
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 (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): _
FORM: FTA 04-16 Page 1 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 NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N Residential 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 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? [—]Yes N No
➢ If yes, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 011.01140
Daily Design Flow a.b
No. of Units
Flow
2 Bedroom Townhomes
240 gaVday
72
17280 GPD
3 Bedroom Townhomes
360 gal/day
68
24480 GPD
gal/
GPD
gaV
GPD
gal/
GPD
gall
GPD
Total
41760 GPD
a See 15A NCAC 02T .0114(b1 (d). (e)(1) and (e)(21 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 huracoastal 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: 0 GPD (per 15A NCAC 02T .01141
➢ 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
N Flow has already been allocated in Permit Number: WO0031530
❑ 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 .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4810 PVC
➢ 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
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
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)(l)(C):
➢ 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.
D 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be orovided for sewer systems-
0/I1M■IM
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-I waters of Class I or
Class II 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 LX.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
D 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpagg
➢ If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting: Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes [-]No
Per 15A NCAC 02T.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
➢ 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 permitee'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 f 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 reauired prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
name from Application Item III.1.)
that this application for
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, 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 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Authority's name & title from Application Item I.3.)
14q...S...p�
EQA/ '
38556
that this application for
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 143-215.613. 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.
Signature: //// Date: 5 i
FORM: FTA 04-16 Page 5 of 5

DWIR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Archdale
Project Name for which flow is being requested: Center Pointe Townhomes
More than one FTSE ntay be required for a single project if the owner of the WWTP is not responsible fat 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
AlI lows 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 0.0418(0.008 not yet
tributary)
g. Total actual and obligated flows to the facility
It. 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
Average
Approx.
Obligated,
Pump Pump Daily
Current
Not Yet
Total Current
Station Station Firm Flow**
Avg. Daily
Tributary
Flow Plus
(Name or Permit Capacity, * (Finn / pt),
Flow,
Daily Flow,
Obligated
Available
Number) No. MGD MGD
MGD
MGD
Flow
Capacity***
Suits WQ0029628 0.756 0.302
0.008
0.008
0.016
0.286
Weant WQ0029787 3.600 1.440
1.112
0,053
1.165
0.275
* 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): High Point Eastside WWTP
Page 1 of 6
FTSE 10-18

Downstream Permit Number: NC0024210
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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Title of Signing OfjNcial
Page 2 of 6
FTSE 10-18

ff, } x MAR,
02- ill T01�
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
DII/Islon of Water ftewoorcw; (FTSE 10-18)
Application Number: 2020•.1G1:`:`: ' "+2ir':`^..
Entity Requesting Allocation: City of Archdale (Pre -Existing)
Project Name for which flow is being requested: Center Point Townhones formerly Robertson R(
Afore /Gen one FTSE may be regnlred for n sbfgle project If file owner of the IFIYTP is uof responsible for all primp
slntions along file ronle efthe proposed nvastetvnter jfoty.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility name: Eastside W WTP
b. W WTP Facility Permit M NC-0024210
<i:�(J ffatpsnY.K;irr:'NIGD.ir i4s
c. W WTP facility permitted flow: 26,0000
d. Estimated obligated flow not yet tributary to the W WTP: 0.8109
G. W WTP facility's actual average flow: 16.1917
f. Total flow for this specific request: 0.0000
g. Total actual and obligated flows to the facility: 17.0026
h. Percent of permitted flow used: 65.39%
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 W WTP,
(A)
(D)
(C)
(N)=(D+C)
(n)=(A•D)
Pump
Pnnnp
Finn
Design
Approx.
Obligated,
'fermi Currem
Available
Station
Station
Capaefty,
Average
Current
Not Yet
Flow Plns
Cnpnoflys
(Name or
Penuil
Doily Flog
Avg. Doily
Tributary
Obligated
Number)
Number
(Pint/pq,
Flow,
Daily Flow,
Flow
AIGD
\IGD
AIGD
MGD
\IGD
\IGD
AMA
NN/A
MNIA
WIA
W11%
MA
NN/A
VIA
AN/A
AWA
AWA Will,
AWA ANIA
AWA AMA
MLA
AWA
AN/A
AN/.\ MIA MIA
AN/A MIA ANIA
AN/A AN/A ANA\
AWA AWA MA ANIA AWA Will,
* Tim Firm Capacity (design Pox) of any pump sfalion is chancel ns Ibe mnximnn pumped now that
can ba aehiaved n9161be largest pomp fallen on( of service.
** Design Average Flow is file firm capacity offhle pump sladoll divided by lice peaking faelor(po not
less Than 2.5, per Section 2.02(1)(4)(e) of llte Tlininnum Design Criteria.
*** A Planning Assessment Addendum still)[ be nlaehed for each pomp station located between file
project conneelion point nod thin 1VWTP where ilia Available Capaetfy Is5 0.
Doynstretnn Facility Nam (Server):
Downstream Permit Number:
M/1%
AN/A
AWA
AWA
RNIA
Page 1 of 6 FTSE 10-10

111. Certiflcalion Statement
1, Terry Houk 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 now 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 11 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.
SigningOfc SiX)a e e
PdBtic SCE✓/cc=5 DiREF°
Title of Signing Ofeial
5/5/2021
Date
Page 2 of 6 FTSE 10.10