WQ0016432_Application (FTSE)_20240329

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQOO 16432 Mogto be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County (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: Chandra C. Farmer, P.E. per 15A NCAC 02T .0106(b)
Title: Director ofutilites NC Department of Environmental Quality
4. Applicant's mailing address: PO Box 2263
FEB 28 2024
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information: Raleigh Regional Office
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Austin Pond Wastewater Pumping Station Modifications
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0016432 and issued date: February 19, 2021,
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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.62141' Longitude:-78.53020'
5. Parcel ID (if applicable): 5344 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Diandra Hyman License Number: 045554
Firm: McKim & Creed
Mailing address: 4300 Edwards Mill Rd, Suite 200
City: Raleigh State: NC Zip: 27312-
Phone number: [phone] Email Address: DHymanamckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Central Johnston County WWTP
1. Facility Name: Sam's Branch WRF Permit Number: NCO030716 & NCO025453
Owner Name: Johnston County & Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0039606 MOD (Swift Creek WWPS), WQ0042280 (Town of Clayton Discharge)
2. Downstream (Receiving) Sewer Information: Town of Cla. on - 30 inch ®Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060 (Johnston County System Wide Collection),
WQCS00110 (Town of Clayton System Wide Collection)
Owner Name(s): Johnston County and Town of Clayton
FORM: ETA 10-23 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [—]No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agrcvmcnt (FORM: DEV) been attached?
❑ Yes [—]No ® 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?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool i day care ❑ Medical i dental I veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Poo!/Filter Backwash
❑ Businesses / offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 %' Domestic % Commercial % Industrial (See I SA NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14 f ? ❑ Yes ® No
7 If yes, 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' a
No. of Units
Flow
gal?
GPD
gal.'.,GPD
gall
GPD
gale
GPD
gall
GPD
gal.:
GPD
Total
GPD
a See 15A NCAC 02T ,01 14(b). (d). (c)(1) and (c)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0l l4(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: 0 GPD (per 15A NCAC.02T..01 14_xnd.0,S,.14,-21.5,1.)
> 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: WWQ0021 195 Issuance Date: May 10, 2022
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
> 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)
D 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 & NIDC (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: Austin Pond WWPS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.62141" Longitude:-78,53020'
3. Total number of pumps at the pump station: 4
Includes existing pumps and new pumps for
3. Design flow of the pump station: 1.65 millions gallons per day (firm capacity) total station 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): 400 gallons per minute (GPM) at 261 feet total dynamic head (TDH) additional pumps
5. Summarize the force main to be permitted (for this Pump Station): NIA
Size (inches) I Length (feet) I Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I .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(h)(1)(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 10-23 Page 3 of

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(t) & (,-,)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Stonn 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)
l$ 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, and associated wetlands.
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.
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)
36 inches
> If noncompliance with 02T.0305(f) or (1.4), see Section X.I of this application
* 15A NCAC 0210305(a) contains alternatives where separations in 02T.0305( n 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 webyace
2. Does this project comply with the minimum separation requirements for water mains? [-]Yes ❑ No ® NIA
> If no, please refer to 15A NCAC 18C.0906(o 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 draft separation mquirr.men 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: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200'! ❑ Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coveragelauthorization under a 404 Nationwide, individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
> Please provide the permit numberlpermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)? N/A ❑ Yes ❑ No
Per 15A NCAC 02T.0I05(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 interferencelcontlict 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC* 02T, the Minimum Design � Criteria for the Permitting of Puree Slations
and Force Mains (latest version), and the Gravity_Sewer Minimum Design Criteria.(Iatest version) as applicable?
® Yes ❑ No
if no, for projects requiring a single variance, complete and submit the VariancelAiternative Design Request application
(VADC l 0-14) and supporting documents for review to the Central Office_ Approval_ of _ the request will be issued
concurrently with the apuroval of the permit, and proiects reauirin2 a variance approval may be subject to longer
review times. For ro'ects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Diandra L. Hyman , attest that this application for , Austin Pond WWPS Modifications
(Professional Engineer's name from Application Item IH.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. ;ewers {latest version , and the Minintum.Design Criteria for the Fast -Track Permitting
of Pump Statignjand Force Mains Ilakest yersionl. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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)
North Carolina Professional Engineer's seal, signature, and date:
C
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Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chandra C. Farmer, PE , attest that this application for Austin Pond WWPS Modifications
(Signature Authority Name from Application Item 1.3.) (Project Name From Application Item 11. t )
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. 1 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 143-21 .6A and 141-215.6I3, 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 $ t0,000 as well as civil penalties up to $25,000 per violation.
1
Signature: Date;
FORM: FTA 10-23 Page 5 of 5

DESIGN NARRATIVE
FOR
FAST TRACK SANITARY SEWER PERMIT
JOHNSTON COUNTY PUBLIC UTILITIES
JOHNSTON COUNTY AUSTIN POND WASTEWATER PUMPING STATION
MODIFICATIONS REVISION 1
309 E. Market St.
Smithfield, North Carolina 27577
M&C Project # 00358-0144
March 2024
Prepared by:
v MCKJMFERS �&CREED
Diandra Hyman, PE
McKim & Creed, Inc.
4300 Edwards Mill, Suite 200
Raleigh, NC 27612
P:919-233-8091

DESIGN NARRATIVE
1.0 PROJECT DESCRIPTION
Johnston County Public Utilities owns and operates the Austin Pond Wastewater Pump Station
(WWPS) located on St. Jiles Drive in Clayton, NC in the Austin Pond subdivision under existing
Permit No. WQ0016432 Modification. This WWPS currently receives flow from the Winston
Pointe subdivision WWPS as well as other developed areas. The Austin Pond WWPS is
currently permitted with a firm capacity of 744 gallons per minute (gpm) and can convey
wastewater through either of two (2) existing 8-inch force mains.
In May 2022 the Winston Pointe WWPS was issued Permit No. WQ0021195 Modification which
increased the pumping rate of the station from 320 gpm to 500 gpm due to ongoing
development construction. This modifications project is proposed to increase the firm capacity
of the Austin Pond WWPS to accommodate additional flows from the Winston Point WWPS.
2.0 EXISTING SYSTEM
The Austin Pond WWPS consists of a single wet well and valve vault and currently receives
flow from the Winston Pointe subdivision as well as other developed areas, including the
Cornwallis WWPS and additional tributary flow. The current firm capacity of the WWPS is 744
gpm. Discharge flow from the Austin Pond WWPS can be sent to the Swift Creek WWPS owned
by the County or to a discharge manhole located in downtown Clayton.
3.0 PROPOSED MODIFICATIONS
The modifications to the existing Austin Pond WWPS propose the construction of a second wet
well and valve vault including the addition of two (2) submersible pumps connected to and
adjacent to the existing wet well, existing pumps, and valve vault which will remain in place
and in operation. The additional connected wet well and pumps are proposed to provide an
overall increase in the firm capacity of the Austin Pond WWPS to accommodate the additional
incoming flow. The additional connected wet well also allows proposed construction in this
project to take place while keeping the existing WWPS in service minimizing bypass pumping
requirements.
The two wet wells will be connected via an 8-inch overflow pipe and the existing Winston
Pointe WWPS force main on site will be modified to allow discharge to both wet wells using
plug valves. Each wet well is intended to have a designated outgoing force main for the County
to utilize each of the discharge locations. In addition, the modifications include replacement of
the existing influent manhole with a new 8-foot diameter influent manhole with channel

grinder, two flow meter vaults with bypass, new generator, and electrical rack to accommodate
the additional electrical load. The new standby power generator will be permanent to the
Austin Pond WWPS and will be equipped with automatic activation and telemetry per 15A
NCAC 02T.0305(h)(1)(B).
The new wet well will be of the same size and depth as the existing wet well with duplicate
submersible pumps, one primary and one back up pump. Each pump in the new wet well is
rated at 400 gpm at 261 total feet of head. Because each wet well has a designated force main
and discharge location, the pumps are not competing through a singular force main, and the
rated flow of each pump may be added to obtain the increase in pumping capacity for the
WWPS. These modifications will increase the firm capacity of the Austin Pond WWPS from 744
gpm to 1,144 gpm and provide additional redundance and resiliency at the station should it be
needed.

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science for a changing world
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1 000-meter grid: Universal Transverse Mercator, Zone 17S
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
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Imagery ..................................................NAIP, June
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Hydrography...............................National Hydrography Dataset, 2001 -
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Contours............................................National Elevation Dataset,
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v ENGINEERS
*�MCKIM&CREED SURVEYORS
PLANNERS
March 28, 2024
M&C 00358-0144
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Johnston County Public Utilities
Johnston County Austin Pond Wastewater Pumping Station (WWPS)
Modifications
Existing Permit No. WQ0016432 Modification
Fast Track Sewer System Extension Application
Dear Mr. Pasha:
We respectfully resubmit this request for a Fast Track Sewer System Extension
Application Modification to Permit No. WQ0016432MOD associated with the
above -mentioned project on behalf of Johnston County.
Included in this modification resubmittal package are the following:
• Comment Responses
• Revised Fast Track Application FTA Page 1
• Revised Project Narrative
• Revised Aerial Map
• Revised USGS Edmondson Quad Map
• USGS Clayton Quad Map
Please do not hesitate to contact me at [e-mail] should you have
any questions or concerns. We appreciate your time and consideration regarding
this matter.
Sincerely,
4300 Edwards Mill Rd. McKIM & CREED, INC.
Suite 200
Raleigh, NC 27612AV-,-
Diandra Hyman, P.E.
919.233.8091 Senior Project Manager
www.mckimcreed.com cc: Kim Rineer, Johnston County (via email)
Diandra Hyman, P.E.
919.233.8091 Senior Project Manager
www.mckimcreed.com cc: Kim Rineer, Johnston County (via email)

v MCKIM&CREED
February 28, 2024
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
ENGINEERS
SURVEYORS
NC Dept or Environmental Quality L ANNE R S
2 8 2024 M&C 00358-0144
Raleigh Regional Office
RE: Johnston County Public Utilities
Johnston County Austin Pond Wastewater Pumping Station (WWPS) Modifications
Existing Permit No. WQ0016432 Modification
Fast Track Sewer System Extension Application
To Whom It May Concern:
We respectfully submit this application for a Fast Track Sewer System Extension Application
on behalf of Johnston County Public Utilities for the subject project. The Austin Pond
Wastewater Pumping Station Modifications project includes addition of a second wet well
connected to and adjacent to the existing wet well and the addition of two (2) submersible
pumps and second valve vault which will increase the station firm capacity from 744 gpm to
1,144 gpm. Modifications also include installation of two (2) flow meters, modification to the
Winston Point WWPS onsite discharge, new influent manhole and channel grinder, new
electrical rack and generator sized for the new electrical load. The pumping station upgrades
are being installed to accommodate additional flow from the Winston Pointe WWPS (Permit
No. WQ0021195 Modification).
Included in this submittal are two copies (one original, one copy) of the following
documentation.
• Fast Track Application
• USGS Quad Map and Aerial Location Map
• Project Narrative
• Copy of Existing Permit No. WQ0016432 Modification
• Check No. 40787 in the amount of $600.00 payable to NCDEQ
4300 Edwards Mill R d . Please do not hesitate to contact me should you have any questions or concerns. We appreciate
your time and consideration regarding this matter.
Suite 200
Sincerely,
Raleigh, NC 27612 McKIM & CREED, INC.
919.233.8091 Diandra Hyman, P.E.
Project Manager
www.mckimcreed.com
cc: Chandra Cox Farmer, Johnston County (via email)

ROY COOPER
ce.L.rrl.:r
MICHAEL S. REGAN
S. D ANiEL SMITH
Lht.4:.tr
Chandra C. Farmer, P.E., Director of Utilities
Johnson County
P.O. Box 2263
Smithfield, NC 27577
5T1rF tt
�roRT�� CAROt_�Fta
Enviranniental Quality
Subject: Permit No. WQ0016432 f lod;ficatio,i
Johnston County
Austin's Pond Phase III Public Wastewater Collection System and Pump Station
Wastewater Collection Sr, item Extension Permit
Johnston County
Dear Ms. Farmer:
In accordance with your application received January 22, 2021, we are forwarding herewith Permit No.
WQ0016432 flijnll,fi•-atiuit dated February 19. 2021 to Johnston County (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded, shall void Permit No. 4VQt]016432 issued June 4,
1999 and shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
r eii� r1 odificati,.-w incre+�es the p1JI71p 5t,)tiorl 1.apac ty fro.. 360 gpnr to 74-1 i:.vni
Please pay particular attention to the following condition, contained within th;s permit:
Condition 11.1 This permit shall not be automatically transferable, a rLriuest must be macl� and
approved.
Condition II 4 Requ�-es that the wastewvater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Condition 11.7- Upon completion of construction and prior tooperation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. 115A NCAC 02T 01161
It shall be responsibility of the Permittee to ensure that the as�constructed project meets the appropriate
design criteria and rules- Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
NtWh Coro t,., D.py tt cm ,ti er.'.'v;^.ttrr a u,,J of %V,1t;.r R. °scutr; s
f
1
A0�X'ylt Rig I,+l Officc 13,S00 Bo',ctt Drisc P,,i Ajtt ".'nrth Lard rra:'rr,clr+

Johnston County
Permit No. W00016432 Modification
wastewater collection facilities, and/or referral of the North Carolina licensed Professional Engineer to
the licensing board.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
recluzst must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at [e-mail]
Sincerely,
for S. Daniel Smith
Director, Division of Water Resources
by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cr-: Mark Ashness, P.E., CE Group, Inc (mark cegroupinc.comj
Regional Office Files
DWR Laserfiche
Fodd Ramsey, Johnston C:. Health Department

ST4%
r l L
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Johnston County
for the construction and operation of approximately 1,671 linear feet of 8-inch gravity sewer, a 744—gallon
per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and
a permanent generator wilt) automatic transfer sv/itch, as well as approximately 3,500 linear feet of 8
inch force main (tying into approximately 22,393 linear feet of existing force main 8-inch force main) to
serve 24 lots in Austin's Pond Phase III (future development flow will occur upstream) as part of the
Austin's Pond Phase III Public Wastewater Collection System and Pump Station project, and the discharge
of riff additional gallons ; day of collected domestic wastewater into Johnston County's existing
sewerage system, pursuant to the application received January 22, 2021 and in conformity with 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
This modification increases the p-i - p st,ition ::.a i:y frori 360 gpni to 744 Epm
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
for S. Daniel Smith
Director, Division of Water ReSOUrCe..
By Authority of The !"-rvironmental Management ComEnis5ion
Permit Number: WQ0016432 Modification
Permit Issued: Farr 19, 29?1
Pace 3 of 8

�i;'PLitiIEi1lT TO ° RNlFi COVER SHEET
'ohnston County is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Central Johnston County Regional
Wastewater Treatment Facility in accordance with Permit Number NC0030716
Permitting of this project sloes not constitute an acceptance of any part of the project that does not meet
15A MCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Per mittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
NONE
II. STANDARD CONDITIONS
I. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0116; G.S 143.215.1(d3)]
2. This permit shall become voidable unless the %vastev: ater collection Facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Divisior)'s Minimum Design Criteria for
the fast -Track Permitting of Pump Stations and Force Mains atloptad June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. (15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. 115A NCAC 02T .0110]
The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required, the following performance criteria shall be met:
The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of ground,,vater standards or surface
water standards.
Page 4 of 8

b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
clays per year). Pump stations that are connected to a telemetry system shall be inspected at
;east once per week
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A MCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
For privately owned collect;on systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows
bight -of -ways and easements shall be maintained in the full easement tividth for personnel and
equipment accessibility
j Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the He of the system.
The Permittee shall report by telephone to a water resources staff member at the Regional
Office, telephone number [phone], as soon as possib:e, but in no case more than 24 hours,
following the occurrence or first knov.-ledge of the occurrence of either of the following:
a Any process unit failure, due to kno,vn or Unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechan;cal or electrical failures of pumps, line
blockage or breakage, etc.; or
b Any SSO and/or spill over 1.000 gallons; or
c. Any SSO and/or spi,l, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
Page 5 of 8

knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.iC(al))
6. Cons -.ruction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b))
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
<:i+ere the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
f led with the applicable County's Register of Reeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc
b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, viet well storage, surge
protection, detention time in the Viet well, and force rxlain, ability to flush low points in force
mains with a pump cycle, and downstream server capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable povier source or pump, include travel timeframes, sha!I
be provided.
c. Changes to the project that do not result in non-compliance ,vith this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record dra.vings, on the certification
in the space provided, or in written summary form,
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -
case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After -
Page 6 of 8

construction requests are discouraged by the Division and may riot be approved, thus requiring
replacement or repair prior to certification & activation, (I5A NCAC 02T .01161
B. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
::gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected, If there is an unforeseen obstacle in the field wliere all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
l his shall be done through a permit modification with fee. Such variance requests will be evaluated
on a rase -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the-:rinstruction certification. [ 15A NCAC 02T.0105(n)1
9. a copy of the individual permit and construction record drawings shall be maintained on fife by the
Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .01161
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June
1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement
action by the Division, in accordance with North Carolina General Statutes §143.215.6Athrough §143-
215.6C, construction of additional or replacement wastewater col ection facilities, and/or referral of
the North Carolina -licensed Professional Engineer to the licensing board. (15A NCAC 02T .0108(b-c)1
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division anyother Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. (G.S. 143-215.1(b))
Page 7 of 8

CERTIF [ CATIO.N CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116
Certifying Engineer:
Certification Review Date:
Project Name:
WQDO Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information, Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2.) Have the as -built drawings have been signed, sealed, and (fated by an N.C, PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
+ If partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, % ghat was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines. ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for a!I se%-Yers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48•inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
+ Ensure power reliability option was selected per 15A NCAC 02T.0305(h .
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
• 15A NCAC 02T, _Minimum DesiEn Criteria (IADC) for the permittini; of Gravity Sewers latest version), and MDC
for the Perm'ttin of Pum Stations and Force_h.•lains (latest version)?
If not. a varr,-ince approval is required in accordance with 15A NCAC OZT.0105 h , prior to certification and operation.
+ Contact the Central Office to discuss the variance to determine a course of a.:tion.
• App.ican- must submit two copies of the variance request fo- m plans, specifications, calculations, arid any other
perti,ient information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance recluest, and if approv:)ble, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit w'th variance language o-- the variance letter must be ma-ntained with the original docornents
7) Does the project contains high priority lines (15A NCAC 02T .0402 ? ? ❑ Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5) If the permit does not iricluda this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Perm,t modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10%or greater, change in flow, pump station design capacity desi ;n change of 5% or
greater, and/or change in the number/type of connections)? ❑ Yes ❑ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation_

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Johnston County
PERMIT #: W00016432 Modification
PROJECT: Austin's Pond Phase III Public Wastewater Collection System and Pump Station
ISSUE DATE. Febrl.iar, i�-. 2021
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERrMITTEE'S CERTMCATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEERS CERTIFICATION
Date
I• — as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ vieekly, 6 full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used In the observation of the following construction:
?pproxirnately_1,671 linear feet of 8-inch gravity sewer, a 744—allon per minute Pump station with
duplex Pumas, on -site audible and visual. high water.alarms, telemetry, and a permanent enerator
with automatic transfer switch as well as ap roximatel 3 500 linear feet of 8-inch force main (tying
into approximately 22 393_linear_feet of existing force main 8-inch force main such that the
construction was observed to be b-.i':It within substantial compliance of this permit, 15A NCAC 02T; the
Division of Water Resources' (Div,sion) Gravity Server Minimum Design Criteria adopted F, bruary 12, 1996
a.> applicable; the Division's Minimum Des'gn Criteria for the Fast -Track Permitting, of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other Supporting materials
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary
P..1111 C,5'V E:6- OcZ-Irt'i•:i;i pf Er,ir n •:n .I 0 r G . x :` :'1]'_•r P 5
2i69,) 35''
1`11:}51_M Aofjr-,, 31�00 P .. Dr .: R,, • s ..,C _ 75'� nIn.701 ..?r)o

[External] 003580144 RE: Austin Pond Wastewater Pumping Station Modification
Additional Information Request
Diandra Hyman <[e-mail]>
Fri 3/29/2024 7:32 AM
To:Pasha, Tanvir <[e-mail]>;[e-mail] <[e-mail]>
Cc:[e-mail] <[e-mail]>
1 1 attachments (15 MB)
003580144_Austin Pond FTA Resubmittal.zip;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hi Tanvir —
The attached zip file contains the cover letter, comment response and the additional
documentation/revisions as requested per your email below. Let me know if you need a hard copy and I
will have one delivered to your attention.
Please reach out with any questions.
Thanks, and have a great weekend!
Dee
Diandra Hyman, PE, PMP I Senior Project Manager
McKim & Creed, Inc.
T 919.233.8091 1 M 267.229.4898
From: Pasha, Tanvir <[e-mail]>
Sent: Thursday, March 14, 2024 2:04 PM
To: [e-mail]; Diandra Hyman <[e-mail]>
Subject: Austin Pond Wastewater Pumping Station Modification —Additional Information Request
Hello Chandra and Diandra,
After reviewing the Fast Track Sewer System Extension Application for Austin Pond Wastewater Pumping Station
Modification, additional information is required in order to further process the application. Please provide the
following information by April 12, 2024, and note that the requested information must be submitted within 30
days of this request, or the applicant will be required to submit a new application and application fee in
accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in your
response.

2. Consultant address is incorrect.
3. Your FTA is missing wastewater treatment facility information on page 1.
4. According to Section IX.4. of the FTA, the project is not located in a buffered basin. However, according to
NC Riparian Buffer Areas map, the project is located in the Neuse River Basin. Please update Section IX.4. of
the FTA to reflect this.
5. In the narrative please include pump details as mentioned in section VIII.6 of the FTA.
6. The topo map is unclear. Please submit an updated topo map indicating the project location and details.
Additionally, in section V.1, it is mentioned that WQ0039606 (should be MOD) and WQ0042280 are
receiving permits; these changes should be reflected in the provided maps for better understanding.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how
the application or accompanying supporting information may be modified to make it complete. The staff
shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 [as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section
12.14(a)].
Sincerely,
A B M "Tanvir" Pasha, MS (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609

Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D E Q0%
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.
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