WQ0044595_Application (FTSE)_20230824

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
FORM: FTA 06-21 Page 1 of 5
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: Town of Selma (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: Phillip McDaniel per 15A NCAC 02T .0106(b)
Title: Interim Town Manager
4. Applicant’s mailing address: 110 South Brevard Street
City: Selma State: NC Zip: 27276-
5. Applicant’s contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: The Retreat at Selma
2. Application/Project status: Proposed (New Permit) Existing Permit/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: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5196○Longitude: -78.2936○
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brent Sievers License Number: 27339
Firm: FEI Civil Engineers and Land Surveyors
Mailing address: 8518 Triad Drive
City: Colfax State: NC Zip: 27235-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0041331
2. Downstream (Receiving) Sewer Information: 8 inch ☒Gravity ☐ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00294
Owner Name(s): Town of Selma
This page was edited and
resumbitted on 8/24/23 to correct
the Applicant name and email
address.
WQ0044595
VI.GENERAL REQUIREMENTS
I.If the Applicant is a Privately-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes O No 181 N/A
2.If the Applicant is a Developer of lots to be sold, has a Develo per's Qperadonal Ag�ement (FORM: DEV) been attached?
0 Yes O No 181 NIA
3.If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agre,ement {FORM: l;lO,,A.) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
4.Origin of wastewater: (check all that apply):
0 Yes O No 181 NIA
D Residential (Individually Owned) D Retail (stores, centers, malls)181 Residential (Leased) D Retail with food preparation/service D School/ preschool /day care D Medical I dental/ veterinary facilities D Food and drink facilities D Church D Businesses/ offices/ factories D Nursing Home
D Car Wash D Hotel and/or Motels D Swimming Pool/Clubhouse D Swimming Pool/Filter Backwash D Other (Explain in Attachment)
5.Nature of wastewater : I 00 % Domestic ·--%Commercial __ % Industrial (See I .SA NCAC 02T ,0 !03(20))If Industrial, is there a Pretreatment Program in effect? D Yes D No
6.Has a flow reduction been approved under I SA NCAC 021 .OllM.O? D Yes D No
►If yes, provide a copy of flow reduction approval letter with this application
7.Summarize wastewater generated by project:
Establishment Type (see 02T.0l 14(t))
I and 2 bedroom apartments
Daily Design Flow a,b
240 gal/I and 2 bedroom
gall
gal/
gal/
gal/
gal/
No. of Units Flow
84 20,I60 GPD
GPO
GPD
GPD
GPD
GPD
Total 20,160 GPD
a See UA CAC 02T .0 I I 4(b), (d). CeX I) 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 lntracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0l 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 GPO (per 15A NCAC O2T ,0114)
►Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
D 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 timefrarne for permitting upstream sewers with flow.
D Flow has already been allocated in Permit Number: __ Issuance Date: __
D Rehabilitation or replacement of existing sewers with no new flow expected
D Other (Explain): __
FORM: FTA 06-21 Page2 of5
FEI
CIVIL ENGINEERS AND LAND SURVEYORS
Response to NC Sewer Comments
Wednesday, August 23, 2023
1. In Item 1, Mr. McDaniel’s name is spelled wrong, and the email address that was provided was
wrong.
Revised and sheet enclosed.
2. Item IX.1 was not checked. Checked
3. Item IX.3 was checked “No” for meeting wetland separation requirements. The narrative states
that a portion of the line will be within 50’ of wetlands, and DIP will be used.
a. Please confirm that this portion will meet Water Main Standards, as required in 15A NCAC
02T .0305(G)(6)
Yes the DIP will meet water standards.
b. Also, will there be any manholes that will be within 50’ of the wetlands? No
FEI
CIVIL ENGINEERS AND LAND SURVEYORS
4. The USGS map that was provided doesn’t appear to indicate where the project is, and the
topography and nearby water bodies should be visible. Also, as stated in the Instruction F of the
application, the map should be of sufficient scale, and the general location of the project
components should be shown on this map, as well as the downstream connection point.
New map provided with downstream connection point shown.