WQ0044299_Application (FTSE)_20230719

DocuSign Envelope ID- 5F2CBD4A-BC6D-4571-A4FF-BA28321BA372
T H E T O W N O F
April 4, 2023
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
3800 Barrett Drive
Raleigh, NC 27609
Re: Application for Sewer Extension Permit
Project: Carolina Springs Ph 2 Sections 6-10
Dear Sir or Madam:
e__
lly cSprings
NC Dept of Fnvlronmental Quality
APR 12 2023
Raleigh Regional ()ffice
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
u A check in the amount of $480.00
0 One original and one copy of the State of North Carolina Fast Track Sewer System
Extension Application (FTA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 11-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
Sincerely,
—o« &g dey
P�e_fflff[Y: Parrish, P.E., CFM
Executive Director of Utilities and Infrastructure
KP/ek
cc: Project Consultant Engineer, Curt Blazier, PE
Rachel Ingham, Engineering Manager
Drew Johnson, Development Construction Manager
Emily Koncz, Utility Permitting Specialist
Project file/Correspondence #42066
— os
[�Mi
Rachel Ingham
Engineering Manager - Utilities
3002
04.17.2018
Utilities and 111-astructure Services
P.O. Box 8 - 128 S. Main Street 9 Holly Springs, NC 27540 - www.hollyspringsnc.gov

DocuSign Envelope ID 5F2C8D4A-8C60-4571-A4FF-BA28321BA372
A0 WithersRavenel
,. Our People, Your Success.
March 13, 2023
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Carolina Springs Phase 2, Sections 6-10
Sewer System Extension Permit
Dear Mr. Robinson,
NC Dept Of Environmental Quality
Raleigh Regional Office
On behalf of Lennar Carolinas LLC, please find the attached documentation in support of a Fast Track
Application (FTA 04-16) for the referenced project. As noted in the application, this project will consist of
11,315 LF 8" PVC sewer, 1,008 LF 8" DIP sewer, 1,894 LF 12" PVC sewer and 273 LF 12" DIP sewer and
will connect to sewer permitted under separate cover (WQ0042850). The proposed sanitary sewer lines will
serve 401 single family residential units within the Carolina Springs Phase 2, Sections 6-10 development.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The
design flow rate for this project is calculated at 102,255 gpd based on Town of Holly Springs Engineering
Design and Construction Standards Section 7.01(B) Residential Single -Family design flow rate of 255
GPD/unit (401 units'255 GPD/unit = 102,255 GPD). This complies with 15A NCAC 02T.0114 (f) rules for
wastewater design flow rates. The proposed sanitary sewer line sizes are more than adequate to convey the
design flow rates.
A US Army Corps of Engineers 404 Nationwide Permit 29 and 14 Verification effective 9/7/22 (Action ID#:
SAW-2017-01322) has been issued for infrastructure development associated with this project. An NCDEQ
401 Water Quality Certification effective 8/26/22 (#WQC005127) has also been issued.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
• USGS Map
• Street Level Map
• Check for $480.00 to NC DEQ
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0361 or [e-mail].
Sincerely
WithersRavenei
a 1 ri M.i� Kr�r],sai [?rivr, i ;_..iry. Nt� 27511
t: 91rLAi69.3340 ! t: 91.9,46i.6008 ; www.withcrs:<rvcnr Lcurn E t_i(CnSC lJrr C_ i]i3s`�'
Ca, y 1 1 Raleij,h I W lminotrsn

DocuSign Envelope ID: 5F2C8D4A-8C6D4571-A4FF-BA28321BA372
0 WitherSRavenet
OUr People. Yow Sufcess.
Curtis M. Blazier, P.E.
Director, Small Scale Residential Development

DocuSign Envelope ID: 5F2C8D4A-8C6D-4571-A4Nf' t'BfF vironmental Quality
State of North Carolina
Department of Environmental Quality
DWR APR 12 2023 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources MWi JU&WaRM: 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 I5A 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 I5A 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 IJA 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 40 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 Secretan- of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b?a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item 11.1 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 Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with.15A NCAC 02T _010Gtb1. Per
I5A 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 I5A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of 3

DocuSign Envelope ID: 5F2C804A-8C6D-4571-A4FF-BA28321BA372
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. 143-215.67(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 1 1-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, andlor 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 _0305fk[ 11, 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 lw:('AC 02T.41 1.5{aliit provide the Certificate of Public Convenience and Necessity from the North Carolina l:tiIitie.,
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 Aereement (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 15J , submit the properly executed Operational Agreernent (FORM: DEVL
For more information, visit the Division's collection systems iixbsile
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

DocuSign Envelope ID. 5F2C804A-8C6D-4571-A4FF-BA28321BA372
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,
WaterQualily 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
Warren, Wilson
Washington Regional Office
943 Washington Square Mail
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
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem Regional Office
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

DocuSign Envelope ID 5F2C8D4A-8C6D-4571-A4FF-BA28321BA372
x ' NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
APR 1 202;AST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: �c�QOri[fsL r1 ` (to be completed by DWR)
All items must be completed or the apalication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Holly Springs (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Kendra D. Parrish. PE per 15A NCAC 02T .0106Ib1
I . Title: Executive Director of Utilities and Infrastructure
2. Applicant's mailing address: 128 South Main Street
City: Holly Spring State: NC Zip: 27540-
3. Applicant's contact information:
Phone number: (91.9)577-3150 Email Address: Kendra.parrishQhollyspringsnc.gov
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I . Project name: Carolina Springs — Phase 2. Sections 6-10
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00..
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude. 35.6835 Longitude:-78.8868
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Curt Slazier License Number: 033840
Firm: WithersRavenel
Mailing address: I IS MacKenan Drive
City: Cary State: NC Zip: 2751 1-
Phone number: [phone] Email Address: chlaziena:withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Utley Creek Wastewater Treatment Plan Permit Number: NCO063096
Owner Name: Town of Holly_ Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042850
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity F 1 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00192
Owner Name(s): Town of Holly Springs
FORM: FTA 06-21 Page] of 5

DocuSign Envelope ID: 5F2C8D4A-8C6D-4571-A4FF-BA28321BA372
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Olerational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a HomelProperty Owners' Association, has an HOA%POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(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 I preschool J day care ❑ Medical 1 dental e' veterinary facilities ❑ Swimming Poole"Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses I offices J factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % 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 15A NCAC 02T .01 14(t)? ®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.0114(f))
Daily Design Flow s,b
No. of Units
Flow
Single Family Residential Units
255 galiday
401
102,255 GPD
gall
GPD
gal;'
GPD
gal!
GPD
ga11
GPD
gal!
GPD
Total
102,255 GPD
a See 15A NCAC 02T .O1 14{b), (d), Ie)(i) and fe}(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G,S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 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: 102,255 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

DocuSign Envelope ID: 5F2CBD4A-BC60-4571-A4FF-BA28321BA372
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
8"
11,315
PVC
1,008
DIP
12"
1,894
PVC
12"
273
DIP
➢ 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 021 .0305 & MDC (Pump StationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: WA
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(hl( 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 06-21 Page 3 of 5

DocuSign Envelope ID- 5F2C8D4A-8C6D-4571 A4FF-BA28321 BA372
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(ft fu1? ® Yes [—]No
15A NCAC 02T.0305 contains minimum separations that shal I be provided for sewers stems:
Setback Parameter"
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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 11 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(f) or fal. see Section X.1 of this application
* 15A NCAC 02T.0305fg) contains alternatives where separations in 02T.0305( 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 Sorface Water Classifications wje p..4 e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [-]No ❑ N,A
D 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 altemative 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per.15A NCAC 02B .02009 ® Yes [—]No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage..authorization under a 404 Nationwide."individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit numberlpermitting status in the cover letter if coverage..'author izat ion is required.
6. Does project comply with 15A NCAC 02T.0105(c)tC+) (additional permitsicertifications)? ® Yes ❑ No
Per I5A NCAC 02T,0I0,5[cJJ6J, 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 15 A NCAC 02'1'.0 402, "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

DocuSign Envelope ID- 5F2C804A-8C6D-4571-A4FF-BA28321BA372
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desi rat Criteria for the Perl»ittipjLof Pump+ Stations_
and Force Main$ (latest version), and the Gravity Sewer Minimum Design,Criteria latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance'Al tern ati ve 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 ro'ects reguiring a variance aporoval may be subject to Ion er
review times. For Pro8ects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineers Certification:
1, Curtis M. Blazier , attest that this application for Carolina Springs Phase 2, Sections 6-10
(Professional Engineer's name from Application Item 111 I.) (Project Name from Application Item I1.1)
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 Sewers (latest version), and the Minimum Design Criteria for the Fast•,frach.Perin ittim ?
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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
e..---...... ... ..... ...........awne•x�..................................
North Carolina Professional Engineer's seal, signature, and date: oa°°F N C A R p°OO
00 ,,0000ao,
ft
?Gap OFESS�G' op�`
b
°°`'°".°el' Q Y
SEAL 8
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° ooe oo � O a
4Y4/20JJ�00 13 M �B\. 4'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
6. 1, Kendra D. Parrish attest that this application for Carolina Springs Phase 2, Sections 6-10
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II 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, andior criminal prosecution. 1 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
1-7 Dnc0B'9 .e hy:
Signature: !
Date: 4/10/2023
FORM: FTA 06-21 Page 5 of 5

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DocuSign Envelope ID: 5F2C8D4A-8C6D-4571-A4FF-BA28321BA372
t ■
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast Tract AV12lication for extension to the Town of
Holly Springs Sewer System
Project: Carolina Springs Phase 2, Sections 6-10
Design Engineer: WthersRavenel, Inc. / Curtis M. Blazier, PE
Address: 115 Mackenan Drive, Cary, NC 27511
Phone Number: [phone] Email: cblazier a with ersraven el. com
Date Complete Application Package Received by Town: 4/4/2023
os ne Evi
s
Date Approved: (by Rl) (by KDP) (by DJ)
As design engineer for this project, I certify the following [please check (x) each applicable box]:
DI That the design of the project is in conformance with the Town of Holly Springs
Engineering Design and Construction Standards and NC DEQ Sanitary Sewer Design
Regulations;
I� That each of the following items are complete and have been digitally submitted to the
Town via CityView for a sewer extension permit:
❑ One cover letter (includes a project narrative)
❑ One State of North Carolina form FTA 06-21 Fast Tract Sewer System
Extension Application
❑ One FTSE 10-18 Flow Tracking for Sewer Extension Applications
❑ One color copy of an 8.5-inch by I 1-inch portion of 7.5-minute USGS
Topographic Map showing project area
Ca One copy of a street level map showing project components
❑ One copy of the locally -required Design and Application Certification (this
form)
l$I That each of the following items have been submitted to the Town for a sewer extension
permit:
Cl A check in the amount of $480.00 to NC DEQ
❑ A check in the amount of $200.00 to the Town of Holly Springs
UocUSlpned �
Design Engineer's Signature �(,;S °l (, U Date 4/4/2023
723CFetA815F41F
Please contact Emily Koncz at [phone] or [e-mail] if you
have any questions.
2003 Sewer Design Application Certification
10.26.22
Utilities and Infrastructure Services
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 0 www.hollyspringsnc.gov

From:
Blazier, Curt
To:
Rachel Ingham; Wilson, Susan A; Koncz, Emilv
Cc:
Kendra Parrish; Penland, Kristv; Rachel Jones
Subject:
RE: --[EXTERNAL]--RE: [External] RE: Carolina Springs Phase 2, Sections 6-10 Fast Track Permit W00044299
Date:
Thursday, July 6, 2023 10:38:34 AM
Attachments:
imaae001.Dna
image002.pnng
imaae003.Dna
image004.pnng
imaae005.Dna
image006.pnng
imaae007.Dna
image009.pnng
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 for the follow up on this, Rachel!!
Cu rt
From: Rachel Ingham <[e-mail]>
Sent: Thursday, July 6, 2023 10:37 AM
To: Blazier, Curt <[e-mail]>; Wilson, Susan A <[e-mail]>;
Emily Koncz<[e-mail]>
Cc: Kendra Parrish <[e-mail]>; Penland, Kristy
<[e-mail]>; Rachel Jones <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: [External] RE: Carolina Springs Phase 2, Sections 6-10 Fast Track
Permit WQ0044299
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Good morning, Curt and Susan,
I apologize for the errors on the FTSE. Curt is correct with the responses in red below. We are
updating the FTSE to reflect the changes and will send it ASAP.
Thankyou!
Rachel Ingham, PE Engineering Manager
Town of Holly Springs Utilities & Infrastructure Services
PO Box 8 1 128 S Main St I Holly Springs, NC 27540
Office: [phone] 1 Cell: [phone]
www.hollysl2ringsnc.gov
scsnnc.gov
From: Blazier, Curt <cblazier(@withersravenel.com>
Sent: Thursday, July 6, 2023 9:20 AM
To: Wilson, Susan A <susan.wilson(@deq.nc.gov>; Rachel Ingham
<rachel.ingham(@holl)springsnc.gov>; Emily Koncz<emily.koncz(cDhollyspringsnc.gov>
Cc: Kendra Parrish <kendra.parrish(@hollysspringsnc.gov>; Penland, Kristy

<kpenIand (@withersraven eI.com>
Subject: --[EXTERNAL]--RE: [External] RE: Carolina Springs Phase 2, Sections 6-10 Fast Track Permit
WQ0044299
OK sounds good — I am pretty open this morning. Thanks.
Curt
From: Wilson, Susan A <susan.wilsonPdeq.nc.gov>
Sent: Thursday, July 6, 2023 9:18 AM
To: Blazier, Curt <cblazier(@withersravenel.com>; Rachel Ingham
<rachel.ingham(cDhollysspringsnc.gov>; Koncz, Emily<emily.konczphollyspringsnc.gov>
Cc: kendra.parrish(@hollyspringsnc.gov; Penland, Kristy<kaenland (@withersravenel.com>
Subject: [EXTERNAL] RE: [External] RE: Carolina Springs Phase 2, Sections 6-10 Fast Track Permit
WQ0044299
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Mornin' Curt —just wanted to let you know I saw this and got your vmail. Let me pick this back up
again and I'll try and catch you before noon today hopefully.
From: Blazier, Curt <cblazier(@withersravenel.com>
Sent: Wednesday, July 5, 2023 4:50 PM
To: Rachel Ingham <rachel.ingham(@hollysspringsnc.gov>; Koncz, Emily
<emily.koncz(@hollysspringsnc.gov>; Wilson, Susan A <susan.wilson(aDdeq.nc.gov>
Cc: kendra.parrish(@hollysspringsnc.gov; Penland, Kristy <kaenland(@withersravenel.com>
Subject: [External] RE: Carolina Springs Phase 2, Sections 6-10 Fast Track Permit WQ0044299
Importance: High
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,
See responses below in RED.
(@Rachel Ingham (@Emily Koncz Can you please check the G. and H. numbers as I indicate and
confirm and revise if appropriate ? Thanks!!
Curt
%of Curt Blazier, PE
■■ DIRECTOR OF SMALL SCALE RESIDENTIAL
DEVELOPMENT

919.469.3340 d:919.280.5753 Cary. NC WITH ERSRAVENEL.COM
From: Wilson, Susan A <susan.wilson(@deq.nc.gov>
Sent: Tuesday, May 30, 2023 10:55 AM
To: Blazier, Curt <cblazier(@withersravenel.com>
Cc: kendra.parrish(@hollysspringsnc.gov
Subject: Carolina Springs Phase 2, Sections 6-10 Fast Track Permit WQ0044299
Good morning Curt —
I've done an initial review of the fast track sewer application for this project. Thank you for the
thorough narrative and complete application. I just have a couple of comments/questions —
1. The Flow Tracking Sheet (FTSE 10-18) should be updated to add in the project flow, I.g. and h.
should be updated accordingly. Also please review the lift stations' obligated flow and make
sure the new project flow is included. I think the G. should be 4.862 MGD and the H. should
be 81.0% in the top. The lift station flow numbers are good.
2. Would you again confirm there are no high priority lines with this project? Part IX.7. of the
application indicates there are none. Just want that reconfirmed. No high priority lines —
confirmed.
Thank you and feel free to email the additional information directly to me. Please contact me if you
have any questions. (And likely easiest to reach me via email).
Thanks,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Em1T co resparnJerxa to aw from this address rs su4+mf to the Nw1h
Cwub'na ?ubAc Recods tern and may be drsd used to third parrms.
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.

CAUTION:
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-
1).

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
PWR
Dirrlsion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: Carolina Springs -Phases 6-10
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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO063096
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
6 MGD
1.850 MGD
2.910 MGD os
0.102 MGD
'',ems 4.862
81.0%
II. 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)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Pump
Daily
Current
Not Yet
Current
Pump Station
Station
Firm
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / p fl,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Woods0-11
WQ0042850
0.619
0.248
0
0.111
0.111
0.137 MGD
Carolina
WQ0042364
1.967
0.787
0
0.535
0.535
0.252 MGD
* 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): Woods Creek Road Elementary School
Downstream Permit Number: WQ0042850
Page 1 of 6
FTSE 10-18

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
III. Certification Statement:
I Kendra D. Parrish 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.
DAocu�Siig/needd by:
03C05B69FC34440...
Signing Official Signature
Executive Director of Utilities & Infrastructure Services
Title of Signing Official
7/7/2023
Date
Page 2 of 6
FTSE 10-18

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
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
Exe % and MGD of the Available Capacity (E) in Pump Station
: and that
Q
The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in
d. The following applies:
Therefore:
; and/or
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.
I 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.
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
£ = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
Section Il
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 10-18

DocuSign Envelope ID: 4CBF1532-6C16-4DB3-A39E-E6779BE7BOBC
Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm pump station capacities identified in Section II above.
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.
Page 6 of 6
FTSE 10-18