WQ0043823_Application (FTSE)_20221122

DWR
Division of Water Resources
NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
NOV 2 2 202? Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Raleigh Regional Office
Application Number: WO pD 4131U Ato be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Johnston County Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
0 Federal ® State/County EJ Municipal ❑ Other
3. Signature authority's name: Chandra Farmer, PE per 15A NCAC 02T .0106(b)
Title: Director of Public Utilities
4. Applicant's mailing address: 309 E. Market Street
City: Smithfield State: NC Zip: 27577- Sit,I?n, I 44 I't (OGn A
5. Applicant's contact information: P4-S1/ICiM 1 T'ZZ) ZZ
Phone number: [phone] Email Address: chandra.farmer(a: iohnstonnc.com
I1. PROJECT INFORMATION:
1. Project name: Flex/Office n pu t �,
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 C 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: 35.618203 Longitude: --78.525364
5. Parcel ID (if applicable): 164700-19-0476 (or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
I. Professional Engineer: Matt Lowder License Number: 24434
Firm: Bowman North Carolina, Ltd.
Mailing address: 4006 Barrett Drive, Suite 104
City: Raleigh State: NC Zip: 27609-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston County Regional Wastewater Treatment Facility
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
Permit Number: NC0030716
1. Permit Nutnber(s): WQ0043494
2. Downstream (Receiving) Sewer Information: 8 inch l'•' Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 06-21
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. Tithe Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes El No ®N..A
3. If the Applicant is a Home/Property Owners' Association, has an HOA.POA Operational Agreement (FORM: HOAI and
supplementary documentation as required by 15A NCAC 02T.01 1 5(c) been attached?
❑Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical.: dental :' veterinary facilities
❑ Food and drink facilities ❑ Church
® Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See l5A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
> If ves. 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 2'e
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal.
GPD
gal..
GPD
Total
GPD
a See I SA NCAC 02T .01 I4(b), (d), (e)-41) 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 02101 L4] 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 .01�4)
> 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: WO0043494 Issuance Date: June 20, 2022
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

V1I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feel)
Material
22
PVC (SDR-35)
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section 1I1 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 Mainsl:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or natne:
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 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
If any portion of the force main is Tess than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.01 C.1.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(hX1)(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

SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations.alternatives found in I5A NCAC 02T .03051f1 & {g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
2Water mains (vertical - water over sewer preferred, including in benched trenches)
2Water mains (horizontal)
Separation Required
18 inches
18 inches
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
**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.
2 feet
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.
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
10 feet
5 feet
10 feet
10 feet
5 feet
I 0 feet
Final earth grade (vertical) 36 inches
> If noncompliance with 02T,0305(1) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) 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 C lassifications webpage
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.
> See the Division's drift separrtion rcttuirernents 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: Neuse ❑ No
if yes, does the project comply with setbacks found in the river basin rules per ISA NCAC 0213 .0200? ® Yes 0 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 coverageiauthorization is required.
6. Does project comply with 1. A KA _02T.010O(c.1() (additional permits/certifications)? ® Yes D No
Per 15A NCAC 02T.O165(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?" ❑ 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 permttttee 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 Pare 4 of '

X. CERTIFICATIONS:
1. Does the submitted system comply with 1 5A NCAC 021, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest %ersion) 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 protects requirine a variance approval may be sublect to longer
review times. For protects reuulrine Iwo or more variances or where the variance is determined by the Division to be a
sienlficant portion of the protect, the full technical review is required.
2. Professioipl Engineer's Certification:
I,
l3 Glylr attest that this application for
W
(Pmfessmnal Engineer's name from Application Item 111.1.) (Project Name from Application Item 11. 1)
ex
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 Pwnn 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 I43-215.6A and I43-215.6B, 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)
0+' 1`rr,{
North Carolina Professional Engineer's seal, signature, and date: seCAR
b
evk�[ '3
����aSSlpa,7.
kti6r�
SEAL
2Q(
%� aysH
%'. FV E. �,�.+.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Chandra C. Farmer, Director of Utilities attest that this application for NC 42 - Flex/Office
(Signature Authority Nante Imm Application item 13 )
(Project Name from Application Item 11 11
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 I43-215.6B, 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 11/15/2022
FORM: FTA 06-21 Page 5 of 5

TABLE OF CONTENTS
OVERVIEW
APPLICATION FI I
FAST TRACK SEWER SYSTEM EXTENSION APPIICAT ON (FORM: FTA 06 21)
SITE MAPS
OVERVIEW
Johnston County is requesting a San=tary Sewer permit for the Flex/Office project in
Clayton, Johnston County. The system will be a Gravity Sewer system comprised of 22
LF of 8" PVC (SDR-35). The system w be received by a downstream pump station -
- Anna Drive Pump Station. There is zero flow be'ng permitted for this application
because the flow was permitted in WQ0043494.

WWTF Information:
Facility Name: Central Johnston County Regional Wastewater Treatment Facility
Permit Number: NC0030716
Owner Name: Johnston County

Bowman
Transmittal
Date: November 22, 2022
Project Name: Flex/Office
NC Dept of Environmental Q 4006 Barrett Drive. Suite 104
Ualiljhleigh, North Carolina, 27609
TEL [phone]
Nov 2 2 2022
Raleigh Regional Office
Job Number: 220046-01-001
To: NCDEQ - Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699
919-791-4200
iVe are sending these by
❑ U.S. Mail
❑ Other
® UPS ❑ Hand Delivery
We are sending you
❑ Attached 0 Under separate cover via the following items:
❑ Shop drawings ® Prints+Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Co ies
Date
No.
Description
2
Application
2
Cover Letter
1
Copy of Fee ($480 payable to NCDEQ)
2
8.5"x 11" topo map
2
Street level aerial map
These are transmitted as checked below;
❑ For your use
❑ As requested
El For review and comment
❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ .Approved as noted ❑ Submit ❑ Copies for distnbution
❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: Revised Application for Public System
Copy to:
Signed:
Carlo Pardo, PE

Fast Track Sewer System Extension Application
(FTA 06-21) Cover Letter
November 22, 2022
Flex/Office
NC Highway 42
Clayton, Johnston County, NC
Prepared for:
Johnston Flex, LLC
5800 Old Pineville Road, Suite 201
Charlotte, NC 28217
704-333-4244
Prepared by:
Bowman North Carolina, Ltd.
4006 Barrett Drive, Suite 104
Raleigh, NC 27609
[phone]
Firm#F-1445
Bowman