WQ0020788_Application (FTSE)_20230919

State of North Carolina
nWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:Z QIT3 !"t0 4�W be c{7mpleted by DWR)
All items must be completed or the apolication will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Johnston Count (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 Farmer. PE per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 309 E. Market Street - P.O. Box 2263
City: Smithfield State: NC Zip: 27577
5. Applicant's contact information:
Phone number: [phone] Email Address: chandra.farmer(@iohnstonnc.com
johnstonnc.com
II. PROJECT INFORMATION:
l . Project name: McGee's Crossing
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0020788 and issued date: January 24 2002,
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: 35.515594 Longitude:-78.561056
5. Parcel ID (if applicable): 13E05008D (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: N. Ray Watson PE
License Number: 116H2
Firm: McAdams Co.
Mailing address: 621 Hillsborough Street: Suite 500
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: watson(@mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I . Facility Name: Central Johnston Wastewater Treatment Facility Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0014794
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Johnston County
FORM: FTA 06-21 Page I of 5

VI. GENERAL REQUIREMENTS
l . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N!A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A ark. eement (FORM. D-EV) 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.0115(c) been attached?
❑ Yes [—]No ® N.:A
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 day care ❑ Medical r dental ! veterinary facilities ❑ Swimming Pool.,CIubhouse
® Food and drink facilities ❑ Church
❑ Swimming Pool ,:Filter Backwash
❑ Businesses : offices - factories El Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: _ % Domestic 100 % Commercial _ % 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 I SA NCAC 02T _01 14(f)? ❑ 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.0I14(f))
Daily Design Flow a.b
No. of Units
Flow
Restaurant, Full Service (Starbucks)
40 gal/seat
62 seats
2,480 GPD
Restaurant, Full Service (Popeyes)
40 gal/seat
24 seats
960 GPD
McGee's Crossing shopping center
Original Permit Flow January 24, 2002
8,940 GPD
gal/
GPD
gall
GPD
gall
GPD
Total
12,380 GPD
a See 15A NCAC 02T .01 14(b), (d). (c)(l)_and Lejj2j for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A=4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NCAC 02T.01 14) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,380 C PD (per 15A NCAC 02T .0114)
D 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
404.50
PVC C-900
8
155.48
PVC SDR 35
8
4108.39
D1P.'PVC SDR 35
(See prev. permit)
➢ 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)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (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: N;A
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is 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)(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 separationsialtematives found in l5A NCAC 02T .0305ffl & (gl? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be l2rovided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benclied 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. 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.0305fti or (g), see Section X.1 of this application
*15A 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 wdZU"
2. Does this project c.pmply with the minimum separation requirements for water mains? ® Yes []No ❑ NIA
➢ If no, please refer'to+15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by. �i NC,licensed PE, verifying the criteria outlined in that Rule.
3. Does the -project. comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
➢ Please provide supplementary information identifying the areas of non conformance.
➢ Seethe Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required ifth6 alternative design criteria specified is utilized in design and construction.
4. Is the projectlocated 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) 1 NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T _01 O5&JL6) (additional permits!certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105tc1(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 I SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting cif Pumh Stations
and Force Mains (latest versionvqrsionl and the Gravity SewQr Minimum Design Criteria ilatest 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 approval of the permit, and proqects reguiring a variance a roval may be subject to longer
review times. For ro'ects reguiring two or more variances or where the variance is determined by the Division to be a
sienihcant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Lauren Micallef, PE, attest that this application for Starbucks & Popeyes Louisiana Kitchen HWY 210.
{Pro sessional Engineer's name from Application Item III.1.) (Project Name from Application item 1I.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 Desig Criteria_for Gravity Sewers (latest version), and the Minimum -Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
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 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:
,W,��1f/1111lq�///% •
: z
3. A licanfs Certification per 15A NCAC 02T .0106 b : w•.......• 0
PP P (} r� aAY5 1 126,0
/site 40
I, Chandra Farmer, PE, Director, attest that this application for Starbucks & Popeyes Louisiana Kitchen - HWY 210.
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item H.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE .. In accordance with General Statutes 143-215-6A and 143-215.613, 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: -4M LA Date: -x3
q 1p 1,
FORM: FTA 06-21 Page 5 of 5

D,W-R
State of North Carolina
Department of Environmental Quality
Division of Water Resources
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 (Gravity Sewer & Pump Stations:'Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T. 15A NCAC 02T .0300, Division policies, and p-ood 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 NCAC 02T .0305 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.
B. Cover Letter/Narrative 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 number'status 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 Carolina 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 I1.1 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 Ent ineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T 0106tb). Per
I SA 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 Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ 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. 143-215.67i al.
➢ 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 11-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):
❑ 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):
❑ Per 15A NCAC 02T .0305(h)(I }, 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):
❑ Per 15A NCAC 02T ,01 15ta1(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: DEV).
For more information, visit the Division's collection systems NSbsite
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
Fayetteville 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
943 Washington Square Mall
Warren, Wilson
Washington Regional Office
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 Quality 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 afEnviro"'Iental Qtialit., State of North Carolina
Department of Environmental Quality
Division of Water Resources
i, SEP 13 2023
Division of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Regional (FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: McGee's Crossing
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 fire route of the proposed wastewaterJiow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit #: NC0030716
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
9.5
1.9232
5.507
0.00344(new) 0.008940(ex)
7.4332
58 actual, 78 wfpaper
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
McGees
14794
0.2592
Remington
n_
39590
1.800
Landfill
20340
1.9296
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Obligated,
Total
Daily
Approx.
Not Yet
Current Flow
Flow**
Current
Tributary
Plus
(Firm ' pfl,
Avg. Daily
Daily Flow,
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
0.1037
0.0398
0.0301
0.0699
0.03374
0.720
0.24811
0.08093
0.1057
0.6143
1.6718
1.1128
0.6221
1.7349
C0.06006)
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): McGee's Crossroads School WWPS
Downstream Permit Number: WQ0014794
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, PE 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 II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 14-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
37 % and 0.6167 MGD of the Available Capacity (E) in Pump Station
Landfill EQ & WWPS ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.1 _ MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage PS & FM (20240 mod) is in design or under construction with
planned completion in Late 2023 ; and/or
d. The following applies:
The station is currently loaded at 67% of 2ermitted cRacity. With an activation rate of 0.1
MGD! ear, the station would not reach capacity for the next 5.6 years. A Vroject to
upgrade the station to 8.75 MGD is underway and is on schedule to be completed this year.
This permit application is for 12,380 gpd of average-daiflow and will not cause the
station to exceed its permitted capacity to the completion of the upgrade,
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
1 understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
G
Official Signature
Page 3 of 6
FTSE 10-18

0 MCADAMS
August 17, 2023
McGee's Crossing
12321 NC Highway 210
Benson, North Carolina 27504
SEWER PERMIT NARRATIVE > CGB-20080
A modification of the existing McGee's Crossing sewer permit #WQ0020788 in Johnston County, North Carolina, is
requested for (1) wastewater flow and (2) length of gravity sewer.
The existing permit, dated January 24, 2002, was approved to serve the McGee's Crossing shopping center for 4,610
linear feet of 8-inch gravity sewer with a discharge of 8,940 gallons per day of domestic wastewater. This flow is
treated in Johnston County Wastewater Treatment Facility (WWTF Permit #NC0030716).
Section VI Wastewater Flow
Permit #WQ0020788 was approved 8,940 gallons per day for a 74,500 square foot commercial shopping center. The
additional wastewater proposed flow for this project (Starbucks & Popeyes Louisiana kitchen) based on North
Carolina 2T rules, based on the projected seat count, is calculated as follows:
Starbucks: 62 Seats (42 Indoor and 20 Outdoor) * 40 Gallons/Seat = 2,480 Gallons per Day (GPD)
Popeyes: 24 Seats * 40 Gallons/Seat = 960 GPD
Subtotal: 3,440 GPD
It is requested that the previously permitted flow of 8,940 GPD be increased to 12,380 GPD.
Section V11 Length of Gravity Sewer
The 4,610 linear feet of originally permitted gravity sewer line, shown in orange in the image below, extends further
south of SSMH 7 shown here. (The downstream sewer permit is #WQ0014794.)
There is a doghouse sewer manhole (#1) that had been added since the original permit between SSMHs # 8 & 9. It is
assumed to have been added around 2008-2009 when the Dollar General and Bojangles were built.
With the construction of the proposed development and based on the "Construction Plan for Phase One — Coates
2003 Trust" by Stancil & Associates dated 3/26/2009, we are proposing the relocation of the sanitary sewer main
between manhole 1-8 and 8-7 and the addition of two additional manholes (#2 & #3).
Sanitary sewer manholes #2 & #3 were originally permitted under the WQ0033674 permit. Per Johnston County
Public Utilities, WQ0033674 permit should not have been accepted as a new permit but should have been done as a
modification of the WQ0020788 permit. Sanitary sewer manholes #2 & #3 are proposed to be included as proposed
sanitary sewer manholes in this WQ0020788 modification request.
creating experiences through experience 621 Hillsborough Street, Suite 500, Raleigh, NC 27603 / 919. 361. SIM

H MCADAMS
Per the As -built drawings referenced above:
SEWER PERMIT NARRATIVE > CGB-20080
The sanitary sewer line between MHs 8-9 is an 8-inch PVC SDR-35 line (380,56 linear feet @ 1.30% slope)
The sanitary sewer line between MHs 7-8 is an 8-inch PVC SDR-35 line (400.00 linear feet @ 5.00% slope)
Total: 780.56 linear feet of 8-inch PVC SDR-35
Per the ALTA survey by McAdams:
- Sanitary sewer manhole #1 was added 101.61' north of Sanitary sewer manhole #8
Total existing length of gravity sanitary sewer to be abandoned between Sanitary sewer manhole #1 & Sanitary
sewer manhole #7: 501.61 linear feet.
In proposed conditions:
- The proposed relocated sanitary sewer between sanitary sewer manhole #1 & sanitary sewer manhole #2 is
8-inch PVC C-900 (216.50 linear feet @ 2.00% slope)
- The proposed relocated sanitary sewer between sanitary sewer manhole #2 & sanitary sewer manhole #3 is
8"-inch PVC C-900 (188.00 LF @ 4.50% slope)
- The proposed relocated sanitary sewer between sanitary sewer manhole #3 & sanitary sewer manhole #7
(existing) is 8-inch PVC SDR-35 (155.48 LF @ 4.00% slope)
Total proposed length of SS main between SSMH 1 & SSMH 7: S59.98 linear feet of 8-inch PVC C-900.
Therefore, we are requesting that the new permitted sewer line be increased from 4,610 ft to 4,668.37 feet.
(4,610 feet (previous permit) — 501.61 feet (abandoned between manhole #1 & manhole #7) + 559.98 feet
(relocated line) = 4,668.37 feet).
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