WQ0043405_Application (FTSE)_20220427

DWR
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: 1N Q (k lif ° "(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Heatherton Grove.LLC (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: Hill Scantland per 15A NCAC 02T .0106{b
Title: Owner/Developer
4. Applicant's mailing address: 1220 Arboretum Drive
City: Lewisville State: North Carolina Zip: 27023
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
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1
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0
If a modification, provide the existing permit number: WQ00_. and issued date: 11.1
If new construction but part of a master plan, provide the existing permit number: WQ00 .
3. County where project is located: WILSON r.
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.764 . Longitude:-77.952D
5. Parcel ID (if applicable): 3713-05-7002
(or Parcel ID to closest downstream sewer)
11. PROJECT INFORMATION:
1. Project name: Heatherton Grove
2. Application/Project status:
® Proposed (New Permit) ❑ Existing Permit/Project
11I. CONSULTANT INFORMATION:
I. Professional Engineer: RONNIE L. SUTTON, PE
Firm: HERRING-SUTTON & ASSOCIATES, P.A.
Mailing address: 2201 NASH STREET NW
City: WILSON State: NORTH CAROLINA
License Number: 10180
Zip: 27896
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: HOMINY SWAMP WWTP Permit Number: NC 0023906
Owner Name: CITY OF WILSON, NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ-0030831 Downstream (Receiving) Sewer Size: 12" inch
System Wide collection SystemPermit Number(s) (if applicable): WQCS00021
Owner Name(s): CITY OF WILSON. NC
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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational AgreemenLFORM: DEVJ been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home.Propert} Owners' Association., has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
0 Residential Owned ❑ Retail (stores, centers, malls)
® Residential Leased ❑ Retail with food preparation/service
❑ School ! preschool / day care 0 Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming PooVFilter Backwash
D Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% industrial (See I5A NCA _Q2T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T .01 14T1 ? ❑ Yes ® No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0)14(f))
Daily Design Flow'"
No. of Units
Flow
RESIDENTIAL-3 BEDROOM
360 gaVDWELLING UNIT
24
8640 GPD
RESIDENTIAL-2 BEDROOM
240 gal/DWELLING UNIT
35
8400 GAD
RESIDENTIAL-1 BEDROOM
240 gal/DWELLING UNIT
13
3120 GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
20,160 GPD
a See 15A NCAC 02T .01 14(b), (d).'e)( I) and (0(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 5. S. 42A _4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T,01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20,160 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
0 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
513
SDR 35 PVC
8
136
Ductile Iron
➢ Section II & I11 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pumn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
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(14 :
❑ 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)(1)(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.
➢ 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 & 1SA NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .03051#j & (J)
➢ 1 5A NCAC 02T.0305(f} contains minimum separations that shall be provided for sewer systems:
®Yes El No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SS from normal
high water (or tide elevation) and wetlands (see item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web;ace
> If noncompliance with 02T.0305(f) or (gl, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .02001 ® Yes ❑ No ❑ N!A
➢ This would include Trout Buffered Streams per I5A NCAC 28.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permittin, Branch
El Yes ®No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(61, 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 0210402, "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 ® N/A
➢ 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 (east 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 Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®Yes El No
If No, complete and submit the Variance.Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Prof ' al Engineer's Certification:
I,
iJ\t. L. J
(Professional Engineer's name from Application Item 111.1.)
attest 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). AIthough 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 Ce ification per 15A NCA 02T .0106(b):
I, ISIll 6can+ici Oc,Jneir iDeuel e
(Signature Authority's name & title from Application Refit 1.3.)
attest 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 143-215.6B, 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- Dbt{
n 2_.
FORM: FTA 04-16 Page 5 of 5

Division of lV.tit'r I#{.t{tuIntt'4
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Heatherton Grove, LLC
Project Name for which flow is being requested: Heatherton Grove
More than one FI SE into, be required for a single project If the owner of the WWTP is not responsible for all pump
stations along the rattle of the proposed wastewater flaw.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominey Creek Water Reclamation Facility
b. WWTP Facility Permit #: NC0023906
All flows are in MGD
c. WWTP facility's permitted flow 14.00
d. Estimated obligated flow not yet tributary to the WWTP 0.295
e. WWTP facility's actual avg. flow 9,70
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.0216
10.02
71.57
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 WW'1'P:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MOD MGD Flow, MGD MGD Flow Capacity***
N/A
* 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 Naine (Sewer): City of Wilson Collection System
Downstream Permit Number: WQCS00021
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Kyle F. Manning 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.
Signing rcial Signature Late
('I'a,\ En i••t<<
Title of Signing Official
Page 2 of 6
17VSli 1048

Herring -Sutton
J
ASSOCIATES•P.A.
ASSOCIATES • P.A.
ENGINEERS • SURVEYORS • PLANNERS eoj
April 25, 2022 k$j ? e04$i
(re
e.4o
Scott Vinson tic,/
Regional Supervisor
NCDEQ-DWQ
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
SUBJECT: Fast -Track Sewer System Extension Application
Heatherton Grove
City of Wilson
Gentlemen:
Enclosed for your review and processing with one original and once copy are the
following items concerning the proposed installation of approximately 649 linear
feet of 8" diameter gravity sewers, and other appurtenances to serve 72 single
family 1, 2, & 3-bedroom dwelling units for Heatherton Grove located in Wilson,
North Carolina. The proposed project will require a requested flow allocation of
20,170 gallons per day. The enclosed items are as follows:
• Fast -Track Application Form "FTA 04-16"
• Colored USGS Quad Sheet with approximate system layout
• Street level map of Project Area
• Flow Tracking/Acceptance for Sewer Ext. Permit Application (FTSE 04-16)
• Check in the Amount of $480.00 (Application Fee).
Thank you very much for your assistance with this matter, and if further
information is needed, please do not hesitate to contact us.
ctfuily,
-Sutton and Associates, P.A.
onnie'Su n, P.E.
Enclosures
cc Kyle Manning, P.E
2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] • Fax [phone]

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April 25. 2022

4/25/22, 9 54 AM North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Heatherton Grove, LLC
Information
Sosld: 2030380
Status: Current -Active 0
Date Formed: 8/18/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnuaL Report Status:
Registered Agent: Blanco Tackabery & Matamoros, P.A.
Addresses
Mailing Principal Office Reg Office
1220 Arboretum Drive 1220 Arboretum Drive 404 N. Marshall Street
Lewisville, NC 27023 Lewisville, NC 27023 Winston Salem, NC 27101
Reg Mailing
P.O. Drawer 25008
Winston Salem, NC 27114
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https:!lwww.sosnc.gov/online_serviceslsearchlBusiness_Registration_Results 112

4/25/22, 9.54 AM North Carolina Secretary of State Search Results
Managing Member
Heatherton Grove Managing Member, LLC
1220 Arboretum Drive
Lewisville NC 27023-8658
https://www.sosnc.govlonline services/search/Business_Registration_Results 2; 2