WQ0045210_Application (FTSE)_20240531

NC Dept of Ewroralia W Quality
State of North Carolina
Department of Environmental Quality
DWR MAR 5 2024 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INST$UCTII, US FOR�Q TA 10-23 &SUPPORTING DOCUMENTATION
( a el h Keg Iona It ���
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 Scwer & 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 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 I SA 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.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name(Section H.1. of the application).
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$600.00,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 10-23):
® 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 I.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/b1a,enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.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, scaled and dated by a North Carolina
licensed Professional En jeer.
INSTRUCTIONS FOR FORM: FTA 10-23 &SUPPORTING DOCUMENTATION Page I of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T,0106(b). 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).
E. Flow Tracking/Acceptance Form(Form: FTSE 110-23)(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().
➢ 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 latitude1ongitude)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)(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):
❑ 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'Proyerty_Owners'Associations
❑ Per 15A NCAC 02T.0115(c), submit the properly executed Operational Agreement(FORM: HOA).
Cl 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
Cl Per 15A NCAC 02T.0115(b), submit the properly executed Operational Agreement(FORM: DEV),
For more btjormation. visir the Division's collection.v)�vtems website
INSTRUCTIONS FOR FORM: FTA 10-23 &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,
(828)2964500 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,
(919)791A200 Northampton,Orange, Person,Vance, Wake,
(919)5714718 Fax Warren,Wilson
Washington ReWonal 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 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 10-23 &SUPPORTING DOCUMENTATION Page 3 of 3

CD
DELTA LAND DESIGN, PA
LAND PLANNING AND CIVIL ENGINEERING
NC Dept of E;tvtror,
March 1, 2024 �r3e,7ta!Quality
Raleigh Regional Office - Water Quality Section MAR 5 2024
Michael Hall
3800 Barrett Drive RaIPigh Regional
Raleigh, NC 27609 ndI� 1C�
RE: Timberlake Preserve Subdivision Phase 2
Delta Land Design# 803-15
Franklin County, NC
Fast-Track Application
Dear Mr. Hall,
Please see enclosed two (2) sets of Fast-Track Applications (FTA 10-23) and an accompanying review
fee check of$600.00 for the subject project for your review and approval.
The proposed Timberlake Preserve Subdivision — Phase 2, is located off of South Cross Street in
Franklin County, NC. Phase 2 of Timberlake Preserve Subdivision includes the construction of 102
proposed single-family residences. We are seeking a permit to install all the sanitary sewer lines in
Phase 2.
Phase 2 will be served by 1,791 LF of 8" PVC and 2,076 LF of 8" DIP sanitary sewer mains
extending off of the Phase 1 sanitary sewer main. The proposed 8" sanitary sewer lines will be
public. The construction of Phase 2 is projected to begin the Spring of 2023.
If you have any questions or need any additional information, please contact me at(984) 304-7990.
Sincerely,
/ J :2_,���
William P Ferrell, PE
Delta Land Design, PA

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
MAR 5 2VIST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number:("&'e't�UD (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Franklin County Public Utilities(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:Chris Doherty per 15A NCAC 02T.0106(b)
Title: Director
4. Applicant's mailing address: 1630 US Hwy I
City: Youngsville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: [phone] Email Address:[e-mail]
H. PROJECT INFORMATION:
1. Project name:Timberlake Preserve-Phase 2
2. Application/Project status: ® Proposed(New Permit) ❑ Existing PermitiProject ❑ ARPA funded
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: Franklin
4. Approximate Coordinates(Decimal Degrees): Latitude: 36.015341 Longitude:-78.470755
5. Parcel ID(if applicable): 1852-64-5920(or Parcel 1D to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1, Professional Engineer: William P Ferrell License Number:035789
Firm: Delta Land Design, PA
Mailing address: 382 Raleigh St
City: Holly Springs State: NC Zip: 27540-
Phone number: [phone] Email Address:will@deltalanddesi ng com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Franklin County WWTP Permit Number: W00069311
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00179
Owner Name(s): Franklin County Public Utilities
FORM: FTA 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's erational Agreement_(FORM: DEV)been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home'Property Owners'Association,has an HOA POA Operational A r�ntSFORM: 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 dental veterinary facilities ❑ Swimming Pool.Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses i offices 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 El No
6. Has a flow reduction been approved under 15A NCAC 02T.0I 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.0114(f)) Daily Design Flow'b No. of Units Flow
Single Family Residential Dwelling Unit 250 gaL'day 102 25,500 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal' GPD
Total 25,500 GPD
a See 15A NCAC 02T .0114(b), (d),le)(1)and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or 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.0114] shall be
determined using available flow data, water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:25,500 GPD(per I SA NCAC 02T.0 114 and G.S. 143.215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 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 2,076 DIP
8 1,791 PVC
➢ Section 11 &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)—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:
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.l.b.❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B)..
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
l. Does the project comply with all separations/alternatives found in I5A NCAC 02T.0305(t)&(817 ® Yes ❑ No
15A NCAC 02T.0305(fo contains minimum separations that shall be provided 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 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-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream, lake, impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(g) see Section X.1 of this application
*I5A NCAC 02T.0305(x)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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N!A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N,'A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft sTaration 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 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 number,permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I SA NCAC 02T.0105(c)( )(additional permit&certifrcations)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans, stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer, sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type(aerial line, size,material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting; cif Pumv Stations
and Force Mains(latest version),and the Gravity Sewer Muumum Design Criteria(latest 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 projects requirine= a variance approval may be subiect to longer
review times.For proiects requirine 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 Engineer's Certification:
I, William P Ferrell ,attest that this application for Timberlake Preserve - Phase 2
(Professional Engineer's name from Application Item Ile I ) (Project Name from Application Item It.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-Track Permitti�
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: �� N CAROB ,� ? �26.2
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........................`....`.?.!. ,..}.!.!..`..`.�.............................
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Christopher Doherty ,attest that this application for Timberlake Phase 2
(Signature Authority Name from Application Item 1.3) (Project Name from Application Item 11.1)
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 143-215.6B, 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.
(924
Signature: Date: 03,04-2024
FORM: FTA 10-23 Page 5 of 5

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LAAoouMacAuoav�o•r�au+c ROBINSON 8 PLAN

NC Dept of Environmental Quality
MAR 5 2024 C:)
Raleigh Regional Office DELTA LAND DESIGN, PA
LAND Pt ANNING AND CIVIL ENCINEERING
TRANSMITTAL
Date: 3/1/2024
To: Attention: Michael Hall
Raleigh Regional Office— Job Number: 803-15
Water Quality Section Re: Timberlake Preserve Subdivision-
3800 Barrett Drive Phase 2
Raleigh,NC 276og
Franklin County,NC
Fast-Track Application
Sending:
® Attached ❑ Under Separate Cover via:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Other:
❑ Copy of Letter ❑ Change Order ❑ Samples
❑ Total Quantity ❑ Reproducible ❑ Specification
Copies Date Description
2 3/1/2024 Cover Letter
2 3/1/2024 FTA 10-23 Fast-Track Application
1 $600 Application Fee(Check# )
2 3/1/2024 FTSE 10-23 Flow Tracking/Acceptance Form
2 2/23/2024 8.5 x ii USGS Map
2 2/23/2024 Street Level Map
Transmitted for:
® Your use ❑ Approved as Submitted ❑ Copies for Approval
❑ As Requested ❑ Approved as Noted ❑ Distribution Copies
❑ Review and Comment ❑ Returned for Corrections ❑ Corrected Prints
Comments:
Michael,
Please see enclosed Fast-Track submittal package for the subject project for your review and
approval.
Thank you-
Copy to: Will Ferrell, PE
Phone: [phone] Paleigli St reel, Holly Springs, NC 27540

Wilson, Susan A
From: William Ferrell <[e-mail]>
Sent: Wednesday, April 17, 2024 6:59 PM
To: Wilson, Susan A
Cc: Chris Doherty
Subject: RE: [External] RE: Fast Track Sewer Application Timberlake Preserve - Phase 2
Attachments: 803-15 Preddy Fasttrack Approval.pdf
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.
No checklist on permit?(attached)
Thanks,
William P Ferrell, Principal Engineer
DELTA LAND DESIGN, PA
Phone [phone]
willCaldeltalanddesign.com I www.deLta-land-design.com
382 Raleigh Street,Holly Springs,NC 27540
NC Firm C-5042 I Confidentiality Notice
Notice:The Spaulding Group,PA is now
Delta Land Design,PA.
From: Wilson, Susan A<[e-mail]>
Sent: Wednesday,April 17, 2024 5:21 PM
To: William Ferrell <wilI@delta landdesign.com>
Cc: Chris Doherty<[e-mail]>
Subject: RE: [External] RE: Fast Track Sewer Application Timberlake Preserve- Phase 2
Thanks for that—that's unfortunate it did not get put into our database (could be because we also received the
incorrect certification with the as-bunts—but who knows).
You didn't happen to come across the checklist for Phase I did you (it's usually attached with the PE certification)?
From: William Ferrell <will@delta landdesign.com>
Sent: Wednesday,April 17, 2024 1:22 PM
To: Wilson, Susan A<[e-mail]>
Cc: Chris Doherty<[e-mail]>
Subject: [External] RE: Fast Track Sewer Application Timberlake Preserve - Phase 2
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.
1

On phase 1 FTA we had WQ0033542 as the downstream sewer.
The transmittal I found for phase 1 as builts had the certification for a different project attached to it.
Attached are the as built drawings and correct certification for phase 1.
Thanks,
William P Ferrell, Principal Engineer
DELTA LAND DESIGN,PA
Phone [phone]
wilUEbdeltalanddesign.com I www.detta-land-design.com
382 Raleigh Street,Holly Springs,NC 27540
NC Firm C-5042 I Confidentiality Notice
Notice:The Spaulding Group,PA is now
Delta Land Design,PA.
From:Wilson, Susan A<[e-mail]>
Sent:Wednesday,April 17, 202411:53 AM
To:William Ferrell <will@delta landdesign.com>
Cc: Chris Doherty<[e-mail]>
Subject: Fast Track Sewer Application Timberlake Preserve- Phase 2
Hi Will—
just had the opportunity to give this application a brief review.Thank you for the great maps and essentially
complete application.
Just have a few questions/need some clarification:
1. From your map—is the existing sewer line (in red)Timberlake Preserve Phase 1?So all of Phase 2 directly
connects to the gravity sewer for Phase 1? DWR doesn't have record that we have certification for Phase 1
yet. If we don't get the certification for that we'll likely have to put a Special Condition in this permit stating
that any flow activation is dependent on receipt of the certification for Phase 1.
2. Also based on (1)above I guess technically the downstream sewer(Part V.1 of the application)should be
WQ0040390 for Phase 1?Then Phase 1 goes to the 10 inch gravity sewer? Does Franklin County have a
sewer extension number or that or is it unknown? (other than the overall collection system number listed).
3. On the Flow Tracking Sheet(FTSE 10-23),on Part 11.—Column C can't be 0. It has to include the project flow
(as well as any outstanding obligatory flow).This is to confirm that the downstream pump station has
capacity for the project flow(and any other outstanding flow).So Column C and D should be corrected (it
appears there is still capacity, but this should be corrected).
Please provide the above information within 30 days. If additional information/corrected application is not
received within 30 days,your application will be returned, and you will need to resubmit along with the fee(ref. 15A
NCAC 02T.0107(e)(2)].
2

Respectfully,
Susan Wilson
Environmental Engineer(Part Time, Temporary)
Water Quality Regional Operations—Raleigh Regional Office
NC Department of Environmental Quality
Office:91 9-791-424o
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.
3

Revised and resubmitted 20240517
Discarded original FTSE.
S.Wilson/DWR-RRO
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Franklin County Public Utilities
Project Name for which flow is being requested: Timberlake Preserve - Phase 2
More than one FTSE may be required for a singleproject if the owner of the WWTP is not responsible for allpump
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: Franklin County WWTP
b. WWTP Facility Permit#: WQ006931
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 0.600
e. WWTP facility's actual avg. flow 1.35
f. Total flow for this specific request 0.0255
g. Total actual and obligated flows to the facility 1.9755
h. Percent of permitted flow used 65.8%
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/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Youngsville 2 0.360 IOW 0.058 �CX INM 1 �
0.250 0.064 0.120 4
*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): Franklin County
Page l of 7
FTSE 10-23

Downstream Permit Number: WQCS00179
III. Certification Statement:
I Christopher Doherty- Director 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 transnort and treat the proposed new wastewater.
C-W�
03-04-2024
Signing Official Signature Date
Public Utilities Director
Title of Signing Official
Page 2 of 7
FTSE 10-23

Page 3 of 7
FTSE 10-23

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
%and MGD of the Available Capacity(E) in Pump Station
; and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
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:
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.
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 4 of 7
FTSE 10-23

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+fJ
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
f. = 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
£ =0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 5 of 7
FTSE 10-23

Section II
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 6 of 7
FTSE 10-23

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 TrackingJAcceptance for Sewer Extension Permit Application elevates this project's priori, 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 11 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 7 of 7
FTSE 10-23

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM MEE, Franklin County Public Utilities
PERMIT#. WQ0040390
PROJECT: Timberlake Preserve—Phase 1
ISSUE DATE: November 26,2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
Regional_Supervisor, Water Qua lity_Regional OpgTations Section at the address at the bottom,_-___-____,_
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERWTTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee,and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thgmof.
G K 215-r�,PI E�Z DG I-lE C>?�Z41r`ZoZ
Printed Name,Title gnature bate
ENGINEERS CERTIFICATION
1, A ��% as a dui registered Professional En ineer in the State of North Carolina,
having been a rized to observe ([periodically, ❑ weekly, F] full time) the construction of the
project name and location as referen ed bove for the above Permittee hereby state that,to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources'(Division)Gravity Sewer Minimum Design Criteria adopted February 12,1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
r..............
North Carolina Professional Engineer's Seal w/signature&date:
Final ❑ Partial(include description)
Certification Comments/Qualifiers(attach if necessary):
North Carolina Department of Environmental Quality Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive;1628 Mad Service Center Raleigh,North Carolina 27699-1628
919.791,4200

1
THE SPAULDING GROUP, PA
planning * civil engineering
Transmittal
Date: 3/28/2022
To: Raleigh Regional Office- Attention:Jason Robinson
Water Quality Section SN Job#: 803_15
3800 Barrett Drive
Re: Timberlake Phase 1
Raleigh, NC 27609
Fast-Track Sewer-ASBUILT
Sending: Permit# WQ0040390
■❑ Attached ❑ Under Separate Cover via:
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change Order ❑ Samples
❑ Total Quantity ❑ Reproducible ❑ Specification
Copies Date Description
i Sanitary Sewer As-built Plans
1 Fast Track Sewer-Engineering Certification
Transmitted for:
❑ Your use ❑ Approved as Submitted ❑■ Copies for Approval
❑ As Requested ❑ Approved as Noted ❑ Distribution Copies
❑ Review and Comment ❑ Returned for Corrections ❑ Corrected Prints
Comments:
Jason,
Please see enclosed 24 x 36 Sanitary Sewer As-built Plans and Engineering Certification.
Thank you,
Copy to: Christopher Doherty, From: Justin Rohde, PE
FCPU Public Utilities Director
Phone:[phone]•Fax:[phone]* 1611 Jones Franklin Road Suite 101* Raleigh,NC 27607