WQ0044247_Application (FTSE)_20230324

WGLA Engineering, PLLC
7245 th Avenue West
Hendersonville, NC 28739
[phone] wgla.com
March 20, 2023
Tim Heim, PE
NC DWR Water Quality Regional Operations Section
Asheville Regional Office
2090 US 70 Highway
Swannanoa, NC 28778
828-296-4500
Re: Groves at Waters Edge
Gravity Sewer Extension —. Private PortioA
Town of Waynesville
Haywood County, NC
Dear Mr. Heim:
Enclosed please find one original and one copy of the following for the above referenced project:
• Application Fee ($480)
• Fast Track Application (One original and one copy)
• Flow Tracking/Acceptance Letter
• USGS Topographic map
• Aerial/Street Level Map
This project involves construction of the private portion of a gravity sewer extension to serve the
Groves at Waters Edge, a proposed I 50-unit apartment project. This private portion of the project
includes approximately 870 LF of gravity sewer. An additional Fast Track Application will be submitted
for the public portion of the project.
Please let me know if you have any questions or need any additional information for this project.
Sincerely,
G. Thomas Jones 111, PE
Ranvz
IMAR 2 2 2023
Water Quality Regional Operaijoi i�
Asheville Regional Office
C I V I L E N G I N E E R S & L A N D P L A N N E R S

State of North Carolina
Department of Environmental Quality
nWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be comialeted or the application will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Southwood Realty Company (company, municipality, HOA, utility, etc.)
2. Applicant type: E] Individual [9 Corporation E] General Partnership El Privately -Owned Public Utility
0 Federal E] State/County El Municipal E] Other
3. Signature authority's name: William E. Ratchford per 15A NCAC 02T.0106(b)
Title: Vice President
4. Applicant's mailing address: 165 S. York Street
City: Gastonia State: NC Zip: 28053
5. Applicant's contact information:
Phone number: (T04) M9-6024 Email Address: [e-mail]
11. PROJECT INFORMATION:
I . Project name: Groves at Waters Edge Private Portion
2. Application/Project status: 0 Proposed (New Permit) El Existing Pennit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: —,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Haywood
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5 10' Longitude: -82.969'
5. Parcel ID (if applicable): 8616-94-1485 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: G. Thomas Jones III License Number: 23091
Finn: WGLA EnaineerinIz, PLLC
Mailing address: 724 5h Avenue West
City: Hendersonville State: NC Zip: 28739.
Phone number: (�28) 687-7177 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Waynesville WWTP Permit Number: NCO025321
Owner Name: Town of Waynesville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch 0 Gravit)
3. System Wide Collection System PermitNumber(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
Ra3m
IMAR 2 2 2023 D
Water Quality Regional Operatinr,
Asheville Regional Offic,
0 Force Main
Page I of 5

Vi. GENERAL REQUIREMENTS
I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[—]Yes [I No M N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes EJ No [D 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.01 15(c) been attached?
[-I Yes El No E N/A
4. Origin of wastewater: (check all that apply):
* Residential (individually Owned) Retail (stores, centers, malls) El Car Wash
* Residential (Leased) Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care Medical / dental / veterinary facilities Ll Swimming Pool/Clubhouse
El Food and drink facilities 0 Church El Swimming Pool/Filter Backwash
F Businesses / offices / factories [] Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100%Domestic % Commercial %Industrial (See 15A NCAC 02T .0 103(20)
If Industrial, is there a Pretreatment Program in effect?E]Yes [_1 No
6. Has a flow reduction been approved under 15A NCAC 02T.0 I 14(f)? 0 Yes 0 No
> If yes, vrovide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow
No. of Units
Flow
Apartments I -Bedroom Units
240 gal/day
42
10,080 GPD
Apartments 2-Bedroom Units
240 gal/day
84
20,160 GPD
Apartments 3-Bedroom Units
360 gal/day
24
8,640 GPD
Clubhouse
50 gal/100 sf
38.5
1,925 GPD
gal/
GPD
gaU
GPD
Total
40,805 GPD
a See 15A NCAC 02T.01 14(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.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 40,805 GPD (per 15A NCAC 02T.01 14)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
Ll 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.
El Flow has already been allocated in Permit Number: — Issuance Date:
El Rehabilitation or replacement of existing sewers with no new flow expected
El Other (Explain): _
Water Quality Regional Operatim
FORM: FTA 06-21 Asheville Regional]`WPf 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
260
DIP/CL-350
8
610
PVC/SDR-35
> Section 11 &IH of the MDC for Permitting of Gravity Sewers contains information relatedto 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) —_q2T.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: . 0 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
L01,
�N -(dm 9
Water Quality Regional Operations
Asheville Regional Office
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0 1 C. I.b. E] Grinder Pump [:1 Mechanical Bar Screen E] Other (please specify) _
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
El Standby power source or E] 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):
F­1 Portable power source with manual activation, quick -connection receptacle and telemetry -
or
[I 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
_j

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)? 0 Yes E] 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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as 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)
36inches
> If noncompliance with 02T.0305(f) or (g), see Section X. I of this application
* 15A NCAC 02T.0305(p) 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 webpag
2. Does this project comply with the minimum separation requirements for water mains? E Yes E]No 0 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? El Yes El No Z 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? El Yes Basin name: - 0 No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes [_1 No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual perni its El Yes 0 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)? E 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?" F1 Yes E 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 I SA NCAC 02T, the Minimum Desijm Criteria for the Permitting of Pump Station
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version as applicable?
0 Yes D No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
2. Professional Engineer's Certification:
I, G. Thomas Jones III -, attest that this application for Groves at Waters Edge Private Portion
(professional Engineer's name from Application Item 111.1.) (project Name from Application Item 11. 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
submitt al 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)
Kagin er's seal, signature, and da
e e:
0 /91
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023091
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Water Qiia!ity Regional Operations UAS 30
Asheville Regional Office I ................ .....................
3. Applicant's Certification per 15ANCAC 02T.0106(b):
L William E. Ratchford —, attest that this application for Groves at Waters Edac Private Portion
(Signature Authority Name from Application Item 1.3.) (PmJect 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.
'N
Signature:`\-\� Date: A-�,V�5
FORM: FTA 06-21 Page 5 of 5

4;
23
WGLA ENGINEERING, PLLC
724 5th AVENUE
HENDERSONVILLE, NG 28739
[phone]
WGLA.COM
NC LICENSE P-1342
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GROVES AT WATERS EDGE
TOWN OF WAYN ESVI LLE
HAYWOOD COUNTY
NORTH CAROLINA
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WAYNESVILLE GRAVITY
SEWER MAIN
PROPOSED GRAVITY
SEWER EXTENSION
—RACCOON CREEK
(MASS B)
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USGS
TOPOGRAPHIC
MAP
Job#: 21104
Date: 3/20/23
Scale: 1"=1000'

PROPOSED GRAVITY —
SEWER EXTENSION,—
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PUBLIC PORTION
1; jL Lq,
'PROPOSED GR
SEWER EXTENSION
PRIVATE PORTION
A
EXISTING SEWER MAIN
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WGLA EN&NEERING, PLLC
AERIAL
724 5th AVENUE
GROVES AT WATERS EDGE MAP
HENDERSONVILLE, NC 28739
TOWN OF WAYNESVILLE
[phone]
HAYWOOD COUNTY Job#: 21104
WGLA.COM
NORTH CAROLINA Date: 3/20/23
NC LICENSE P-1342
Scale: 1"=250'

Ent
Name
Acet No
Invoice
Date
P.O. Num
Reference
Amount
Discount
Net
408
LAKE JUNALUSKA -
1400-408
408-sewei
2/28/2023
Groves Waters Edge sev
480.00
0.00
480.00
3(c]
ET
� MAR
2 2 2023
wa
-r Quality
Zegional 0
)erations
Asheville
Regional C
ff ice
Payor: SOUTHWOOD REALTY COMPANY Date Check No. Check Amount
Payee: NCDEQ-Division of Energy, Mineral, & Land Resources 2/28/2023 569103 480.00
Retain thts statement for your records
SOUTHWOOD REALTY COMPANY
OPERATING ACCOUNT TRUIST BANK
PO BOX 280 GASTONIA, NC
GASTONIA, NC 28053 66-17
531
Date Check No. Check Amount
2/28/2023 569103 $480.00
Four Hundred Eighty AND 001100 Dollars
Pay to the order of. VOID IF NOT CASHED WITHIN 60 DAYS WITHIN DATE OF ISSUE
NCDEQ-Division of Energy, Mineral, & Land Re
Stormwater Program
1612 Mail Service Center
Raleigh, NC 27699-1612
IF -�