WQ0042801_Application (FTSE)_20210914

PROJECT COVER LETTER
TO: NC DEQ-WATER QUALITY, FAYE 11EVILLE REGIONAL OFFICE
FROM: HIRAM J. MARZIANO, PE#1 »*/ 7cm
SUBJECT: FAST TRACK APPLICATION — TOWN OcFJLILLINGTON, NO: e p: '@ D
NC210/DRY CK. RANCH WW )) E, iDW
DATE: AUG. 25, 2021 SEP 1 2021
CC: JOSEPH JEFFERIES, SETH THOM'SON, FILE
Attached to this cover letter is:
WCIROS
F YEITEa,rii i F perinhq- i OFFICE
1. 2 copies of FTA 06-21
2. Check in the amount of $480.00 (permit fee)
3. 2 copies of FTSE 04-16 from Town of Lillington
4. 2 copies of FTSE 04-16 from Harnett County Regional WW System
5. 2 copies of a Project Narrative/Description to include:
a. USGS Topo Map
b. Aerial Location Map
c. NC 210 Planning Schematic
The attached Project Narrative describes the project for the components contained in
the FTA form in the detail requested by the application check list. This project will
initially provide sewer service to about 360 residences in the proposed Dry Creek Ranch
Subdivision. Additional residential subdivisions are being planned by others at the
writing of this cover letter. Two (2) subdivisions totaling about 224 residential Tots are
being planned to serve into the Town's proposed sewer line where it terminates at the
intersection of NC210 & Harnett Central Rd.
Please review the enclosed documents at your earliest convenience and, if satisfactory,
please issue an ATC. If additional information is required, please advise us and we will
respond quickly.
Thank you for your review and assistance with this project. we look forward to hearing
from you.
CONSULTING. CIVIL ENGINEER
HIRAM J.
ARZIANO, PE
PO Box .278,.Asheboro, NC 27204 - [phone]
hmarziano@ttiadbiz.R: com

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 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 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering
practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
I - sr- (" 911 t1)
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 0 T.030
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; S E P 1 2021
➢ 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); VVQRc S
➢ Vacuum sewer systems. :AY'E`nEVILIFPFnIOiNALOFFICE
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
0 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 I.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 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, sealed and dated by a North Carolina
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 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).
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(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 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit): N/A
❑ 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):N/A
O 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)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): N/A
❑ Per 15A NCAC 02T .0115(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): N/A
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
Cl Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b) submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

[HL COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO Mk, APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778-8211
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surly, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 4 of 3

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:teallaL914_(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Lillington (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual 0 Corporation 0 General Partnership ❑ Privately -Owned Public Utility
0 Federal 0 State/County ® Municipal 0 Other
3. Signature authority's name: Joseph Jefferies per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: P. O. Box 296
City: Lillington State: NC Zip: 27546-0296-
5. Applicant's contact information:
Phone number: [phone] Email Address: ijefferies@a,lillingtonnc.org
H. PROJECT INFORMATION:
1. Project name: Lillington NC210/Dry Creek Ranch WW
2. Application/Project status:
® Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: W000 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: W000
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.42° Longitude: -78.81°
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
IH. CONSULTANT INFORMATION:
1. Professional Engineer: Hiram J. Marziano License Number: 7707
Firm: Hiram J. Marziano, P.E.
Mailing address: P. O. Box 278
City: Asheboro State: NC Zip: 27204-0278
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: N. Harnett Regional WWTP Permit Number: 0021636
Owner Name: County of Harnett
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2: Downstream (Receiving) Sewer Information: 12 inch
® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00297
Owner Name(s): Town of Lillington
FORM: FTA 06-21
Page 1 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 Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
4. Origin of wastewater: (check all that apply):
Z Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Yes ❑ No 6 N/A
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ 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? 0 Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(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(0)
Daily Design Flow a,b
No. of Units
Flow
Single Family Residential
360 gal/day/unit
350
126,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12104ePD
a See 15A NCAC 02T .0114(b) (d) (e)(1) and (e)(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 I5A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 126,000 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
16,430
PVC
12
2,560
PVC&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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Dry Creek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: .35-43 Longitude: 78-78
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.5 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 362 gallons per minute (GPM) at 72 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
8,150
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen 0 Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1): N?A However a Commuter type Grinder will be used
® 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.
FORM: FTA 06-21 Page 3 of 5

> 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 4 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (a)? ❑ Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02T.0305(f) or (g) see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) 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? Z Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ❑ N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
to: This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
Not yet. Project is in pre-submitttal phase w/COE
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? 1/ 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 06-21 Page 5 of 5
ZYes No

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting : of Pump Stations
and Force Mains (latest version): and the Gravity Sewer Minimum Desien Criteria (latest version') as applicable?
®Yes El No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative 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 requiring a variance approval may be subject to longer
review tines. For protects 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 Engineer's Certification:
I, Hiram J. Marziano attest that this application for Lillinxton NC210/Dry Creek Ranch WW
(Professional Engineer's name from Application Item ID.1.) (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 Imowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable reguiations,
Minimum Desien Criteria_ for Gravity Sewers (latestversion), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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 licens' 21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
gkila
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Joseph Jeflj!ries, Town Manager , attest that this application for Lillington NC210/DryCreek Ranch WW
(Signature Authority Name from Application Item l.3.) (Project Name from Application Item p.l)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land 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 143-215,0, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: August 25, 2021
FORM: FTA 06-21
Page 6 of 5

PROJECT NARRATIVE/DESCRIPTION
TO: NC DEQ-WATER QUALITY�FjAYEYETTEVILLE REGIONAL OFFICE
FROM: HIRAM J. MARZIANO, PEA'""-"'_ /f#
✓SUBJECT: FAST TRACK APPLICATION — TOWN OF LILLINGTON, NC i �i
NC210/DRY CK. RANCH WW 0 MEM h'
DATE: AUG. 21, 2021 SEP 1 2021
CC: JOSEPH JEFFERIES, SETH THOMPSON, FILL
•\lOQR''S
Av€TI];VIIiFPpi IfePgH[i I49CE
This project is being developed by the Town of Lillington to serve what is termed "the NC
Highway 210 growth corridor" which begins north of the intersection of NC Highway 210, and
US 401 in North Lillington. This corridor has been designated as a growth corridor by Harnett
County and the Town of Lillington since the late 1980s.
The specific project related to the enclosed fast -track sewer system extension application is very
typical of sewer extension projects. The Town of Lillington intends to extend a gravity sewer
system from the proposed entrance of a new subdivision (Dry Creek Ranch) on NC 210 N. to the
intersection of Harnett Central Road. The project will require the Town to construct a
wastewater pumping station within the proposed subdivision and pump the sewer to the
Town's existing collection system. Attachments to this project narrative provide graphic details
of the intended service and projected wastewater service in the corridor.
The project begins at the existing 12-inch sewer line located in Brightwater business Park, just
south of the intersection of Matthews Road and US 401. A new 12-inch gravity sewer is planned
to be constructed north across US 401 and along the east side of Matthews Road and terminate
near the intersection of Tripp Road. From that point an 8-inch force main will be constructed a
short distance along the side of Matthews Road, where it will turn eastward across an easement
toward NC 210. Once the proposed 8-inch force main reaches NC 210, it will follow a proposed
subdivision Road located in the proposed Dry Creek Ranch subdivision for approximately 3100
feet and terminate at the proposed wastewater pumping station. The station will be located on
a site dedicated to the Town. Also, from the entrance of the proposed dry Creek Ranch
subdivision a 12-inch gravity sewer will follow a private easement on the east side of NC 210
northward and terminate at the intersection of Harnett Central Road. The 12-inch sewer line
will follow a subdivision Road within Dry Creek Ranch Subdivision and terminate at the proposed
wastewater pumping station. All of the major components of this project are shown on the
attachments to this narrative and are described in further detail below.
The initial project described above, when completed, will serve about 360 residential homes in
dry Creek Ranch subdivision. Additionally, the gravity sewer along NC 210 N. from Dry Creek
Ranch Subdivision will serve about 224 homes that are currently designed and being reviewed

by the Town. Projections of potential growth along the NC 210 corridor are contained in an
attachment that supports the development and need for this project.
The specific quantities of each component are as follows:
• Total 12-inch gravity wastewater line: 13,640 +/- LF
• Total 8-inch force main: 8150+/- LF
• Total 8-inch gravity wastewater line: 16,430+/- LF
• Wastewater pumping station: duplex, submersible pumps rated at 360 GPM@72' TDH
to include all electrical, telemetry, and on -site standby generator.
The following attachments to this narrative are described as follows:
• USGS topo map as required by the fast -track application is attached and includes the
entire project area and shows the components that are described above.
• An aerial location map as required by the fast -track application is attached and similar to
the USGS topo map shows the entire project area with road names and gives
coordinates of portions of the project.
• A planning schematic of the NC 210 corridor is attached. The schematic is a graphic
representation of the potential growth for which this project is planned. This project
ultimately discharges into the Town's McKinney Road wastewater pumping station. The
station currently has a flow of about 125,000 gallons per day. It is rated at 490 GPM and
has adequate capacity to handle the current project as proposed.
Attachments:
• USGS Topo Map
• Aerial Project Map
• Current Planning Schematic — Lillington NC 210 Corridor
2

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Project Location
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State ofNorth Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-I6)
Entity Requesting Allocation: TOWN OF LLLLINGTON
Project Name for which flow, is being requested: Lillington NC210/Dry Ck Ranch WW
More than one PISE may be required for a single project Oho owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow:.
1. Complete this section only if you are the owner of the wastewater treatment plant..
a, WWTP Facility Name North Harnett Regional WWTP
b, WWTP Facility Permit Th 0021636
Ail flows are la
c. WWTP facility's permitted flow 1.2
d. Estimated obligated flow not yet tributary to the WWTP 0,05628
e. WWTP facility's actual avg. flow 0.864817'
t Total flow for this specific request 0.1260
g, Total actual and obligated flows to the facility 1.0471
h. Percent of permitted flow used 87.26% liV ikl)F
7t=!_Ifl .V{l. r )l'i'iC✓f:
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 conneetlen point and the WWTP:
(A) (0) (C) (n)-lB+C) (g)=tA_P)
Design. Obligated,
Pump Average Daily Approx.. Not Vet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus.
(Name or Capacity, * (Firm 1 pfj, Daily Flow, Daily Flow, Obligated Available
Number) MOD MOD' MOD MOD' Flow Capaeltr**.
McKinney 0.7056: 0,28224 0.124585 0,1260 025059 0.03166
DENDWR
-SCR 1. 2021
* The Firm Capacity of any pump station is defined as the maximum pumped flow that,
can be achieved with the largest pump taken out off service,
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) not less than ',2 5.
*** A Planning Assessment Addendum shall be attached' for each pump station located
between the project connection point and the WWTP where the Available Capacity is ^ 0
Downstream Facility Name (Sewer): Lillington Collection System
Downstream Permit Number: WQCS00297
Page 1 of
FTSE 04-16

111. Certification Statement:
I Ashley Wimberly certify to the best of my knowledge that the addition of
the volume ofwastewater 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 anticipatedto
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 establishedpolicies and procedures using the best
available data. This certification applies to those items listed above in Sections 1 and II plus all
attached planning assessment addendums for which 1 am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing tcial Signature
Page 2 of 6
Date
FTSE 04-16

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Lillington
Project Name for which flow is being requested: Lillington NC210( Dry Creek RanchW W
More than. one FTSE may be required for a single project {f the owner of the WWTP is not responsible for all pump
stations along the route ofthe proposed wastewater flow.
1.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b: WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's, actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual. Flow
f.
g•
Total flow for this specific request
Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
Allflows are to Mo»t of p y� .f
2.60 MGD �" `-`, ew , 4...�
1.20 MGD S'F_P ZQZf
1.008 MGD
WTP 0.010 726 MGGPA D YC:I TFI init 4it\Ouit
0.056 MGD
0.565'MGD
0.663 MGD
6.024.MtD
1.464 MGD
0.793 MGD
3.039 MGD
0.728. MGD
0.126 MGD
8.160 MGD
2.190 MGD
0.975 MGD
3 604 MGD'
1.391 MGD
108.8%
*North Harnett WWTP is being evaluated by HWR for planned future expansion.
II. Complete this section for each pump station you are responsible for along the ro
proposed wastewater flow,
Page 1'of4
of this
FTSE 06-13
t 1FF/(:F

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,
Daily Current Not Yet Total
Flow** Avg. Tributary Current
Pump Station Firm (Firm / Daily Daily Flow Plus
(Name or Capacity, * pt), Flow, Flow, Obligated
Number) MGD MOD MGD MGD Flow Available Capacity***
2.00
(2 pumps*
SLS 20 730gpm) 0.800 0.599 0.182 0.781 0.019
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
t** 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I Steve Ward 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
in 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 addendnms for which I am the responsible patty. Signature of this
form indicates acceptant of wastewater flow.
Signing Official Signature
Page 2 of 4
FTSE 06-13