WQ0044905_Application (FTSE)_20240524

NC Dept of rvironrnepi�1 State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
NOV S — Q!.i FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Q vil S�%ycr & Pu ip StationsTomc Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T.0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A _'It -Ai' 02T .0105 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
H. Cover LetterlNarrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit numberlstatus of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolin& Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/bia, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item TI.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engin r.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(�J. Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Trucking/Acceptance Form (Form: FTSE 04-16) (If Applicable): NIA
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I l-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit): NIA
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station): NIA
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): NIA
❑ Per 15A NCAC 02T .01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEW
Far more information, visit the Division 's collection systems irehsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Faveftevift Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
_Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Q,uality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
_Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

NC Dept of i✓rvirw-imen'tai 1ual1ty State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources NOV 8 ! WST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
{
Application Number:(to be completed by DWRj
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Clayton (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: Joshua Baird per 15A NCAC 021 .01 f1t 1})
Title: Engineering Director
4. Applicant's mailing address: 111 E Second Street
City: Clayton State: NC Zip: 27520-
5. Applicant's contact information:
Phone number: [phone] Email Address. ibairdCatownohdWonnc.org
II. PROJECT INFORMATION:
I. Project name: EC1A Transmission Main Improvements
2. Application/Project status: (D 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: 35.61916' Longitude:-78,41478"
5. Parcel ID (if applicable): 05105019E (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Michael Penny
Firm: McKim & Creed
Mailing address: 1730 Varsity Drive
City: Raleigh State: NC
Phone number: [phone]
License Number: 046994
Zip: 27606-2689
Email Address: mpenny-(@mckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse River Water Reclamation Facility Permit Number: NCO025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042259 +
2. Downstream (Receiving) Sewer Information: 24 and 30 inch N Gravity F_. Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS001 10
Owner Name(s): Town of Clayton
FORM: FTA 06-21 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NrA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® NIA
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 ® NSA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14 ? []Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f))
Daily Design Flow',b
No. of Units
Flow
gall
GPD
gaV
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GAD
Total
GPD
a See 15A NCAC 02T .01 14(bZ(d). (e)(1) and (c)(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 .0I 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: 0 GPD (per 15A NCAC 02T .01 14)
➢ 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: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & ,NIDC ((;ravitt: Setters):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
30" 3,640 FRP
➢ Section II & III of the MDC for Pennitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & i17DC (Pump S(ations/Force Mains);
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name. EC1A Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35,61916Longitude:-78.41478
3. Total number of pumps at the pump station: 5
3. Design flow of the pump station: 5 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 purnp(s): 1736 gallons per minute (GPM) at 193 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
20
15,020
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(hlt i ):
❑ 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 06-21 Page 3 of 5

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,)? ® Yes [-]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
2Water 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 II 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)
36 inches
➢ If noncompliance with 02T.0305( or (s). see Section X.1 of this application
*I5A_NCAC 02T.0305(a) 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 webnaee
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 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? ® Yes Basin name: Neuse ❑ 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
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 coverage/authorization is required.
6. Does project comply with IAA NCAC 02T.01054ctt6) (additional permits/certifications)? ® 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,).
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 interferencelconflict 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:
I. Does the submitted system comply with 15A NCAC 02T, the Mininuun Design ritcria for the Permitting of Pump Stations
and Force Mains (la[cst versianl, and the Qravity Sewer Minimum Desian Critaria_dalest version) 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 anoroval of the permit. and oroiccts requiring a variance approval may be subject to longer
review times. For prolects requiriny 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, Michael Penn , attest that this application for ECIA Transmission Main Improvements
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II, t)
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 Permittin
of Pump 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 143-215.6A and :43-215.6B, 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 S 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:CAgoz
�aO.•OFE �O,y•�'j9
_ AL +:
04697
469 4
��'J*
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Joshua Baird , attest that this application for EC1A Transmission Main Improvements
(Signature Authority Name from Application Item 1.3 ) (Project Name from Application Item tl. l)
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 wilt 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 143-215.613, 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.
Signature:
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Divtslon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: ECIA Transmission Main Improvements
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wasteivaterflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Little Creek WWTP
b. WWTP Facility Permit #: 0025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 * JoCo 1.4 -r
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP .9970
e. WWTP facility's actual avg. flow 3.248
f. Total flow for this specific request .000
g. Total actual and obligated flows to the facility 4.245
h. Percent of permitted flow used 75, l%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm.-" pf),
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg_
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Front St Interceptor
Downstream Permit Number: WQ0042259
Page l of 6
FTSE 04-16

III. Certification Statement:
I Joshua Baird certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
/4Z /0., /1 111-71,2U.) -T
Signi g Official Signature Date
Page 2 of 6
FT S E 04-16

NC Dept ar -rvironrnelital Quality
DESIGN NARRATIVE
FOR NOV S R 203
FAST TRACK SANITARY SEWER PERMIT Raleigh Rcggionat
TOWN OF CLAYTON
ECIA TRANSMISSION MAIN IMPROVEMENTS
CIayton, North Carolina
M&C Project # 02738-0006
November 2023
Prepared by:
v�MCKIM&CREED
FNGINHkS SURVEYORS PIANNFRS
Michael Penny, P.E.
McKim & Creed, Inc.
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
P:919-233-8091

NC Dept of Environs i:tal Quality
DESIGN NARRATIVE
1.0 PROJECT DESCRIPTION
NOV 8 - 2923
Raleigh Rogional (,)ff cc
The project identified as ECIA Transmission Main Improvements installs approximately 15,020
Iinear feet of 20-inch PVC sanitary sewer force main, approximately 3,640 linear feet of 30-inch
FRP gravity sewer, and improves an existing pump station to increase its pumping capacity and
changes flow from its two existing flow paths to two new flow path. The two new flow paths
are along the proposed 20-inch force main being installed and permitted on this project, and
along a newly installed 16-inch force main designed and constructed by others (NCDEQ Permit
No. WQ0042874).
Additionally, to avoid conflict with the proposed gravity sewer alignment, the project abandons
approximately 800 linear feet of 10" AC waterline, and reconnects five residential water services
to a different existing water main.
The submitted pumping capacity and ability to meet the NCDEQ MDC is based on the
improvements to the pump station and flow path of the proposed 20-inch force main.
2.0 EXISTING SYSTEM
The pump station is located at the Wastewater Pretreatment Facility near Powhatan Road and
US 70. The existing pump station consists of a triplex pump station with a pumping capacity of
approximately 1 MGD, which is conveyed along two existing flow paths. One flow path is
towards Johnston County via a 12-inch force main, and the other is towards the Town of
Clayton via a force main with varying diameters.
Due to the future sewer demands to the ECIA pump station, the pump station requires
improvements, and the existing force mains are not sized to accommodate the future sewer
demands.
3.0 TOWN -COUNTY BULK WASTEWATER AGREEMENT
The Town and County have an agreement that allows the Town to convey a portion of the flow
from ECIA to the County to assist the Town with managing flows at the Town's downstream
receiving infrastructure.
Currently, flow is conveyed to the County via a 12-inch force main. Recently, the County
constructed a new 16-inch force main (designed and permitted by others, NCDEQ Permit No.
WQ0042874). Upon completion of the proposed ECIA pump station improvements, the 12-inch
County force main will be isolated and abandoned in place, and flow conveyed to the County
will be conveyed through the new 16-inch force main.

4.0 PROPOSED ADDITIONS
This project installs approximately 15,020 linear feet of 20-inch PVC sanitary sewer force main,
approximately 3,640 linear feet of 30-inch FRP gravity sewer, and a 3rd wet well at the ECIA
pump station.
Additionally, to avoid conflict with the proposed gravity sewer alignment, the project abandons
approximately 800 linear feet of 10" AC waterline, and reconnects five residential water services
to a different existing water main.
The project does not include the permitting of new sanitary sewer flows. New sanitary sewer
flows will be submitted separately, by others. The proposed improvements increase the ECIA
PS pumping capacity to 5 MGD. Based upon flow projections provided to McKim & Creed by
others, this demand will be reached in approximately year 2034.
4.1 ECIA PUMP STATION IMPROVEMENTS AND NCDEQ MDC
To accommodate the future sanitary sewer demands, the ECIA PS improvements include the
installation of a 3,d wet well. The 3,d wet well is designed to be a stand-alone pump station
meeting NCDEQ Minimum Design Criteria (MDC) for the permitted 5 MGD. The 3,d wet well
will contain three (3) submersible pumps which will operate via a triplex arrangement (two
duty pumps and one standby pump) and one (1) 5 MGD diesel -driven dri-prime pump to
provide the redundant backup pumping capacity. All flow pumped via this arrangement will
be conveyed through the proposed 20-inch force main and 30-inch gravity sewer.
To accommodate the Town -County Bulk Wastewater Agreement, and not required nor utilized
to achieve the NCDEQ MDC, the existing pumps will be rearranged to convey flow, through
the County's new 16-inch force main (NCDEQ Permit No. WQ0042874). Conveying flow
through the 16-inch force main is only in place for the Town's operational flexibility.

$" MCKIM&CREED
November 8, 2023
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
ENGINEERS
NC Dept oflj• i1V11,01?51ellfal (cuahty
SURVEYORS
PLANNERS
NOV 8 — 2923
Rater,r1 tgionp, Office M&CO2738-0006
Correct GS and FM length on
application.
Also see email 20240520
S. Wilson/DWR
RE: Town of Clayton
ECIA Transmission Main Improvements
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 the Town of Clayton for the subject project. The project
identified as ECIA Transmission Main Improvements installs approximately 14,870
linear feet of 20-inch PVC sanitary sewer force main, approximately 3,650 linear feet
of 30-inch FRP gravity sewer, abandons approximately 800 linear feet of 10" AC
waterline, replaces and reconnects 5 services and installs a pump station.
Included in this submittal are two copies of the following documentation:
• One (1) Fast Track Application (Form: FTA 06-21)
• One (1) USGS Quad Map and Aerial Map
• One (1) Project Narrative
• One (1) Check No. 14198 in the amount of $600.00
Please do not hesitate to contact me should you have any questions or concerns. We
appreciate your time and consideration regarding this matter.
Sincerely,
McKIM & CREED, INC.
Venture IV Building
1730 Varsity Drive -1q3e
Roletgh, NC 27606 Michael Penny, P.E.
Senior Project Engineer
919.233.9091
Fax 919,233.8031
www,mckimcreed.com
L %027381.0006} ENG%40- Perm! I%45-DEM, DF11, DOT, etc' WW Permits.. Fast Track Sewer501 Cover Letter for submittal doc

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February 19, 2024
Susan Wilson
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
ENGINEERS
,W.,10110=1
M&C 02738-0006
Correct GS and FM length on application.
Also see email 20240520
S. Wilson/DWR
RE: Town of Clayton
ECIA Transmission Main Improvements
Fast Track Sewer System Extension Application No. WQ0044905
Ms. Wilson:
We respectfully submit this comment document in response to comments received via
email on February 51h, 2024. The project identified as ECIA Transmission Main
Improvements installs approximately 14,870 linear feet of 20-inch PVC sanitary sewer
force main, approximately 3,650 linear feet of 30-inch FRP gravity sewer, abandons
approximately 800 linear feet of 10" AC waterline, replaces and reconnects 5 services
and installs a pump station.
Comments:
Would you provide a simplistic schematic outlining what you described in the
narrative? I think I have followed this but it's still a bit confusing and a
diagram makes it easier for folks to understand.
M&C Response: See attached schematic. Per our discussion, at a high level,
there are 2 existing flow patsh including 1 option to convey flow to the Town,
and 1 option to convey flow to the County. The proposed condition maintains
these high level options, however the pipe conveying the flow will change.
4300 Edwards Mill Rd.
Suite 200 2. Would you also outline on that schematic where the gravity sewer starts in
relation to the force main? And include the various lines going out of that
Raleigh, NC 27612 pump station and what direction, etc. What will be retained, what is new, and
what will be abandoned (in the near future?)
91 9.233.8091 M&C Response: See attached schematic.
www.mckimcreed.com 3. Is there an existing permit number associated with the existing pump station?
M&C Response: The permit number for the existing station is: WQ 0039141
L \ 02738 \ 0006 \ ENG \ 40-Permit \ 45-DEM, DEH, DOT, etc \ WW Permits \ Fast Track Sewer \ 2024.02.13 Comment
Response\2024.02.19 Comment Response.docx

Page 2 of 3
4. You stated that no new sanitary flow will be permitted under this permit (and
DWR will put a special condition in to that effect). Will any increase in
industrial flow be permitted elsewhere?
M&C Response: There is no increase in industrial flow being permitted or
included as part of this project. These pump station improvements are
provided as part of projected and estimated increased flows to the ECIA basin
through 2040, but those increased flows are designed and permitted by others.
The other main goal of this project is to reroute flows from the Towri s existing
WWTP to the proposed (and under construction) WWTP while
simultaneously preparing for the future flows (again, the future flows are
designed and permitted by others in the future).
5. What is the maximum flow that may go to Johnston County? We may need
sign -off of some kind from them.
M&C Response: This agreement provides the following limitations for
conveying flow:
• Weekly average daily flow of 500,000 gallons
• Peak daily flow of 750,000 gallons
• Maximum hourly rate of 1,800 gallons per minute
• There are other requirements regarding wastewater quality
included in this agreement
• See screen shot below for the flow limitations in the agreement. The
WWPTF discussed in the below screen shot is the existing
Wastewater Pre-treatment Facility on Powhatan Road that adjoins
the ECIA Pump Station.
D. Wastewater flow from the WWPTF shall be limited to a weekly average daily
amount of 500,000 gallons and a pcak daily amount of 750,000 gallons. Wastewater discharged
from the Town into the County's collection system at the East Clayton Industrial Area (combined
flow, including Grifols effluent and the WWPTF effluent) shall be at a maximum hour rate of
1,800 gallons per minute.
6. What is the status of the 401/404? Please provide a USACOE reference number
or a DWR 401 reference number.
M&C Response: The USACE AID No. is SAW-2023-01198. NCDEQ DWR
submittal is in draft form, has not been submitted, and therefore a reference
number has not issued a number at this time.
MCKIM&CREED

Page 3 of 3
Please do not hesitate to contact me should you have any questions or concerns. We
appreciate your time and consideration regarding this matter.
Sincerely,
McKIM & CREED, INC.
4, el Z: 7-,> T'-2� '
Michael Penny, P.E.
Project Manager
v! MCKIM&CREED

Wilson, Susan A
From: Michael Penny <[e-mail]>
Sent: Monday, May 20, 2024 12:13 PM
To: Wilson, Susan A; Mark Fisher; Kinley Rojzman
Cc: Joshua Baird
Subject: RE: [External] RE: Reconfirm length of GS and FM for ECIA Transmission Main
Improvements WQ0044905
Follow Up Flag: Follow up
Flag Status: Flagged
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.
Thanks, Susan.
From: Wilson, Susan A <[e-mail]>
Sent: Monday, May 20, 2024 10:12 AM
To: Michael Penny <[e-mail]>; Mark Fisher <[e-mail]>; Kinley Rojzman
<[e-mail]>
Cc: Joshua Baird <[e-mail]>
Subject: RE: [External] RE: Reconfirm length of GS and FM for ECIA Transmission Main Improvements WQ0044905
Based on my understanding of this project —we're going to put the following Special Condition in:
No wastewater flow shall be made tributary to the subject sanitary sewer system until the Town of Clayton's
Water Reclamation Facility expansion is constructed, operational, and the engineer's certification has been
received by the Division. [15A NCAC 02T.0304(b) & 15A NCAC 02T .0116]
There are other special conditions (but they are fairly standard).
From: Michael Penny <[e-mail]>
Sent: Monday, May 20, 2024 9:23 AM
To: Wilson, Susan A <[e-mail]>; Mark Fisher <[e-mail]>; Kinley Rojzman
<[e-mail]>
Cc: Joshua Baird <[e-mail]>
Subject: [External] RE: Reconfirm length of GS and FM for ECIA Transmission Main Improvements WQ0044905
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.
Susan, the totals are: GS: 3,640 LF, 30-inch; and FM: 15,020 LF, 20-inch
Thanks,
Michael

From: Wilson, Susan A <[e-mail]>
Sent: Monday, May 20, 2024 9:19 AM
To: Mark Fisher <[e-mail]>; Kinley Rojzman <[e-mail]>
Cc: Joshua Baird <[e-mail]>; Michael Penny <[e-mail]>
Subject: Reconfirm length of GS and FM for ECIA Transmission Main Improvements WQ0044905
Mark/Kinley-
Just want to reconfirm the approximate length of gravity sewer and force main for this project. The cover letter that
McKim & Creed submitted (and also the email correspondence 20240219) indicated:
GS — 3,650 LF, 30-inch
FM—14,870 LF, 20-inch
(This is somewhat different than what was put in Part VII and VIII of the application and the Design Narrative
addendum; GS— 3,640 LF, 30-inch and FM—15,020 LF, 20-inch). Small difference, but I'd like to make sure it's
correct.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
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.
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. If you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. If you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.

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DESCRIPTION
DATE
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FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
NOV. 2023
D
FINAL DESIGN PS - 90% DESIGN FM - NOT FOR CONSTRUCTION
SEPT. 2023
C
90% DESIGN - NOT FOR CONSTRUCTION - ISSUED FOR TOWN REVIEW
09129/23
B
60 % FM DESIGN - NOT FOR CONSTRUCTION! 9D% PS DESIGN - NOT FOR CONSTRUCTION
12/07122
A
30 % FM DESIGN - NOT FOR CONSTRUCTION ! 60% PS UPDATE DESIGN - NOT FOR CONSTRUCTION
06/24122
REVISIONS .01
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WR CONTROL MAG NAIL #2
LOCALIZED @ POINT 22
CGF: 0.99989700
N:688,365.20
E:2,166,325.05
NAVD 88 ELEV:334.57.
�— WR CONTROL NAIL # 2012
LOCALIZED @ POINT 22
CGF: 0.99989700
N:688,149.77
E:2,166,613.57
NAVD 88 ELEV:330.60
C23
N,' 0$
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70
L -
PROPOSED 20" SANITARY
SEWER FORCE MAIN
k�
SHEET INDEX MAP
HORIZ. SCALE: 1 "=600'
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Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606-2689
Phone: [phone], Fax: [phone]
INC License# F-1222
www.mckimcreed.com
WR CONTROL NAIL 10001
LOCALIZED @ POINT 22
CGF: 0.99989700
N: 689,247.90
E: 2,169,326.59
NAVD 88 ELEV:328.80'
336 ft
WR CONTROL MAG NAIL 102
LOCALIZED @ POINT 22
CGF: 0.99989700
N: 689,224.35
E. 2,169,104.43
NAVD 88 ELEV:331.08'
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WR CONTROL MAG NAIL 107
LOCALIZED @ POINT 22
CGF: 0.99989700
N: 681,228.36
E: 2,172,056.07
NAVD 88 ELEV:0.00'
WR CONTROL MAG NAIL 108
LOCALIZED @ POINT 22
CGF: 0.99989700
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16
PUMP STATION SITE LOCATION
SEE SHEETS C30-C32 FOR SITE PLANS
C18
'
V
CONSTRUCTION ACCESS POINT
600' 0 600' 1200'
SCALE: 1"=600' (Horiz.)
-41
TOWN OF CLAYTON ECIA
TRANSMISSION IMPROVEMENTS
GENERAL
SHEET INDEX MAP
PROJ. START DATE:
2021, MAY
MCE PROJ. #
02738-0006
DRAWN
DWH
DESIGNED
MDPIDWH
CHECKED
MDP
PROJ. MGR.
MWF
SCALE
G02
HORIZONTAL:
1"=600'
DRAWING NUM I
VERTICAL:
E
NIA
REVISION
STATUS: FINAL PS DESIGN 190% FM DESIGN
NOT FOR CONSTRUCTION
I:\C2738\C006\ENG\80—DRAWINGS\GLNLRAL\CGU2—UZ/5dUU06—SHEEIINDLXMAF'.NWG 11/U9/1013 1b,t)9:U2 UAVIU HAMMUNU

EXISTING FLOW SCHEMATIC
PROPOSED FLOW SCHEMATIC
(N.T.S.)
(N.T.S.)
PROPOSED
VALVE VAULT
GRAVITY SEWER
8' SURGE GRAVITY SEWER
FROM WWPTF TO
RELIEF PIPE FROM WWPTF TO
1Y FM FROM GRIFCLS PS
PROPOSED WET GRIFOLS PS
GRIFOLS PS TO ECIA
WELL NO 3
PS
GRAVITY SEWER FROM
GRFOLS PS TO EC1A PS (TO
INSTALLED
PROPOSED 211' FM
` GRAVITY SEWER FROM
GRIFOLS PS TO ECIA PS
III BY OTHERS
PRIOR TO CONSTRUCTION)
(TO PROPOSHI
FLOW METER
(TO
GG PRIOR INSTATO LOOJCO GV NSTRUCOTNGRS
TION]
VAULT]
GRAVITY SEWER FROM
GRAVITY EWER FROM
WWPFF TO GRIFOLS PS
WWPTF TO GRIFOLS PS
16, PUMP
DISCHARGE (PER
PROPOSED
CONDITION
SHEET)
16' FORCE MAIN
FROM ECK To
JOHNST0N
GRAVITY SEWER
COUNTY TO
GRAVITY SEWER
WET WELL NO.I FROM WWPTF
PROPOSED FLOW
WET WELL NO 1 FROM WWPTT
TO ECIA PS
METER VAULT]
TO EC IA PS
12'FM FROM ECIA TO WET WELL NO.
JOHN57ON COUNTY
12'FM FROM EGIA TO WET WELL NO.2
JOFINSYON COUNTY
EX. 12' FROM GRIFDLS
To BE CUT, PLUGGED,
REMOVEDANDIOR
ABANDONED AS
NOTES:
NECESSARY PER
NOTES:
1, SCHEMATIC IS PROVIDED FOR REFERENCE
DEMOUTION AND
1, SCHEMATIC IS PROVIDED FOR REFERENCE
ONLY. FOR CLARITY NOT ALL EXISTING
PROPOSED CONDITION
ONLY. FOR CLARITY NOT ALL EXISTING
UTILITIES AND STRUCTURES ARE SHOWN
SHEETS
UTILITIES AND STRUCTURES ARE SHOWN
MC-02
PUMP STATION FLOW SCHEMATIC
N.T.S.