WQ0043950_Application (FTSE)_20221130

IL PROJECT INFORMATION:
NC Dept of Enviro$ent l Quality
Division of Water Resources
NOV 7 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Office
Application Number.
43
FTA 06-21 & SUPPORTING DOCUMENTATION
be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal (EI Other
3. Signature authority's name: Steve Ward per
Title: Public Utilities Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number. 9(_�l0) 893-7575 Email Address: / scuznmings@harnett org WCRiJD
V./Lk ).`k:a & !_► REGIONAL OFFICE
NOV ? 1 Z'022
1. Project name: Partrid2e Villave Subdivision Phase 2 and 3
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: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.457472° Longitude:-78.799629°
5. Parcel ID (if applicable): 0662-01-2507 (Harnett County PIN) (or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Tom Spaulding. PE
Firm: The Spaulding Group. PA
Mailing address: 5318 Burning Oak Court
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: tom@a spaulding-group.com
License Number: 19375
TV WeSTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
PAY TO THE
ORDER OF
FOR SECURITY PURPOSES, THE FACE OF THIS DOCUMENT CONTAINS A COLORED BACKGROUND AND MICROPRINTING IN THE BORDER
The Spaulding Group, PA
5318 Burning Oak Court
Raleigh, NC 27606
6nx-4, 6 y I '//0 0
First Carolina Bank
1359
^7-�.
$
13t LLARS
MEMO _ ,. _ (2_

NC Dept of Environmental Quality
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
NOV 7 2022 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Raleigh Regional Office
Application Number.(
r730\5
be completed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Steve Ward per IN CAC 02T
Title: Public Utilities Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: ;ward@harnett.c : / scummings@,harnett.org
El Other
IL PROJECT INFORMATION:
I. Project name: Partrid.: a Vi11a . e Subdivision Phase 2 and 3
2. Application/Project status: ® Proposed (New Permit) [1] 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: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.457472° Longitude: -78.799629°
5. Parcel ID (if applicable): 0662-01-2507 (Harnett County PIN) (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tom Spaulding, PE
Firm: The Spaulding Group, PA
Mailing address: 5318 Burning Oak Court
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: tom@a,spaulding-group.com
License Number: 19375
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett WWTP Permit Number: NC0021636
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042327
2. Downstream (Receiving) Sewer Information: 8 inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Harnett Regional Water
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 i .. Op f'
El Yes No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an ( t 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)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
'l been attached?
❑ 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 ( ()
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 1.SA NCAC 02T (i1.Mt? E Yes ❑ No
Iz If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow
Single -Family Residence 360 gal/day
gal/
gal/
gal/
gal/
gal/
No. of Units Flow
118 42,480 GPD
GPD
GPD
GPD
GPD
GPD
Total 42,480 GPD
a See 15A NCAC 02T .01 14(b),(d)., (f 1) andjf(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 O:S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42,480 GPD (per )
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.
PIease 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 Sewerst:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4,476
PVC
8 493
DIP
1; 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)
Z Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) .
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)
Y 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.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with ' 4,‘ 'CAC Q25 .0305(bi 1. ):
❑ Standby power source or ❑ Standby pump
Z Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)
f- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Z 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)(l)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
lr Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
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 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 5,A N 5tt1) Yes ❑ No
1SA NCAC 02T.0305(0 contains minimum separations that shall be_provided for sewer systems:
Setback Parameter* Separation Required
18 inches
Storm sewers and other utilities not listed below (vertical)
2Water mains (vertical - water over sewer preferred, including in benched trenches)
2Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**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.
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or 5B from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
**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.
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
Final earth grade (vertical)
36 inches
If noncompliance with ' see Section X.1 of this application
* i 5A NCAC '77.0305x rt, contains alternatives where separations in 02T.0305.0a 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 f�C Surface Water Classifications wet+pa.te
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
A If no, please refer to 15A NCAC 18C.0906(1) 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.
t See the Division's • Craft ation , . 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per .: .�2F.s .0200? El Yes ❑ No
• This includes Trout Buffered Streams per _
5. Does the project require coverage/authorization under a 404 Nationwidermdividual permits ® Yes ❑ No
or 401 Water Quality Certifications?
Z Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with : r'1C. r 07T.0105t,_. (additional permits/certifications)? ® Yes ❑ No
Per .._ .. ....__ 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 LL:: ,, . ' 1 ' ', "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with A NCAC 02T, the Minimum. De; e la far ,, sitting of am Statia:ls
and F=f • versions, and the cavity Sewer Milinum De;: :91 {latest ;.sin) 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 protects regnirin2 a variance approval may be subject to Ionizer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portiool of the protect, ths full technical review Is required.
2. Professional Engineer's Certification:
1, 44 '3, 4; ; ? ' , attest that this application for l 4,-, f )l f l =i e,r{ r n i 7 3
(Professional Engineer's arum Application Item III.I.) (Project Name from Application Item II.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,
Me. • ea Critt:z.,...(',, wily Sc„ -
f ;�;t �-, ,, and the �., .t, r`titprin for r' e, ,.
, r ')tic Alai tletcsf wee ;_ 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)
North Carolina Professional Engineer's seal, signature, and date:
,ot::i:fir�yr
p.:.4. '?:°::‘'...:2'''•:Ese'-elb...1....:1'; '....;-:'
's i • i.
7, e +'i .( •rIl I
3. Applicant's Certification per 15A NCAC 02T .0106(b): ''r .:rrr; t;;�N��''�
t F' part �cl.ce \:; \'c--
I, $1. C U i IfV (�t(C 3r ,attest that this application for � ( _ 4 1
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item IL 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 and _ _, 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 es wellies' civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 06-21 Page 5 of 5

s
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: Harnett Re0onal Water
Project Name for which flow is being requested: Partridge Villal!e Ph 2 & 3
More than one F7SE 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: North Harnett ReLional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
All flows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.965 MGD
FV Obligated Flow NYT 0.744 MGD
Lillington Obligated Flow NYT 0.343 MGD
HC Obligated Flow NYT 1.152 MGD
Angier Obligated Flow NYT 0.726 MGD
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. 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
4.901 MGD
1.224 MGD
0.597 MGD
2.568 MGD
0.512 MGD
0.042 MGD
7.908 MGD
1.968 MGD
0.940 MGD
3.762 MGD
1.238 MGD
105.44%*
*A PER to expand the NI RWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 2

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 Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
SLS-120 14.4 5.76 2.819 2.869 5.688 0.072
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I 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 indicates acceptance' of this wastewater flow.
Signing Official Signature
3
Date
Page 2 of 2

F
gg
wi

THE SPAULDING GROUP, PA
NC Dept of Environmental Quality
planning • civil engineering
November 3, 2022
Raleigh Regional Office — Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Partridge Village Subdivision Phase 2 and 3
Town of Lillington, NC
Fast -Track Application
Dear Mr. Robinson,
NOV 7 2022
Raleigh Regional Office
Please see enclosed two (2) sets of Fast -Track Applications (FTA 04-16) and an accompanying review
fee check of $480.00 for the subject project for your review and approval.
The proposed Partridge Village Subdivision is located on the East side of NC 210 approximately
1,000 feet South of Harnett Central Road in Harnett County, NC. We are seeking a permit to install a
public sanitary sewer extension to serve 118 proposed single-family and townhome residences.
The proposed sanitary sewer extension consists of 4,476 LF of 8" PVC and 493 LF of 8" DIP
extending from an existing manhole that is part of the Partridge Village Phase 1. The proposed
sanitary sewer main will be public. The construction of this sanitary sewer extension is projected to
begin in Fall of 2022.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
Thomas Spaulding, PE
The Spaulding Group, PA

NC -t)opi of Environmental Quality
NOV - 7 ZOZZ
Raleigh RegiOnal Office