WQ0044991_Application (FTSE)_20231201

NO WithersRavenel Letter of Transmittal
.. Our People, Your Success. Ktutl Utu
DEQI1)WR
115 MacKenan Drive
Cary, NC 27511 0I c00a3
t: 919.469.3340 1 f; 919.467.6008
_ 11/30/2023 ' • • • 02190647.00
"IqY�" r'�"f /11
Quality Section
NCDEQ
TO: Fayetteville Regional Office -Water Quality
Section
225 Green Street Suite 714
Fayetteville, NC 28301-5094
WE ARE SENDING YOU THE FOLLOWING ITEMS:
® Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change Order ❑ Disk
Serenity Phases - 7A & 7B
Fast -Track Sewer System Extension Application
❑ Samples ❑ Specifications
M Other Flash Drive
COPIES
1
Cover Letter
1
Application Form (FTA 04-16) -- Original Signed Copy
1
Flow Tracking/Acceptance Form (FTSE 04-16) — Original Signed Copy
1
Site Map (USGS Quad)
1
Street Level Map (Aerial)
1
Application Fee -$600 GFC River Development LLC Check #1047
1
Flash Drive of All Submittal Items
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment
❑ For bids due
REMARKS:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
Amanda Martinez Nick Jones
COPY TO: [e-mail] SIGNED: [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as noted, kindly notify us at once.

NO WithersRavenel
NOOur People. Your Success.
October 10, 2023
Fayettevi I le Regional Office — Water Quality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
RE: Serenity Phases — 7A & 713
Fast -Track Sewer System Extension Application
Wit Project No. 02190647.0
To whom it may concern:
DEQIDWR
DEC Q 1 'xa'5
WQROS
AYF°Trr-►rn i += 4rrinNAl OFFICE
On behalf of Harnett Regional Water and Greenfield Communities, please find attached documentation in
support of a Fast -Track Application (FTA 10-23) for the above referenced project. As noted in the application,
this project will consist of 2,781 LF of gravity sewer that will tie to the previously permitted Serenity Phases
1/2/6 gravity sewer system (WQ0043690) at two existing manholes and eventually end at the Serenity Pump
Station. All wastewater generated in the above referenced phases will be treated at the North Harnett Regional
Wastewater Treatment Plant (WWTF Permit No. NC-0021636).
The proposed project meets all NCDENR-DWR minimum design criteria for sanitary sewer
extensions. The design flow rate for these phases is calculated at 25,920 (360 gallons per day per
dwelling for a 3-bedroom residence x 72 residences) in accordance with NCAC 2T Rules for
wastewater flow rates. The proposed sanitary sewer lines are more than adequate to convey the
design flow rates for these Serenity Phases and future expansion.
Included with this submittal are one original and one copy of the items listed below:
• Application Form (FTA 10-23)
• Application Fee — Check in the Amount of $600.00
• Flow Tracking/Acceptance Form (FTSE 10-23)
• Site Map (USGS Quad)
• Street Level Map (Aerial)
Please advise if you require additional information or have any questions concerning our submittal.
Sincerely
WithersRavenel
Nick Jones, PE
cc: Ben Taylor — Greenfield Communities
115 MacKenan Drive I Cary, NC 27511
919.469.33401 f: 919.467.6008 1 www.withersravene1,coin I License No. F-1479
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WL'MI-Woigl (to be completed by DVM)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I . Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: PO Box 1119
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: (U893-7575 Email Address: swardQharnett.org
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
Htutluty
I)EQID VVR
DEC p i z6
WQR08 l0!47p,,,
�AYE1"r►><�m l lz RI=1^,IMAI OFFICE
1. Project name: Serenity Phase 7
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOONIA and issued date: N/A
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: WQ0043690
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,546841' Longitude:-78.835183'
5. Parcel ID (if applicable): 0655-23-9685, 0655-13-8762, 0655-03-4488, 0645-95-9146, 0645-82-8633, 0645-72-7454 (or
Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Nick Jones, PE License Number: 051716
Firm: WithersRavenel. Inc.
Mailing address: 115 MacKenan Drive
City: CT' State: NC Zip: 27511-
Phone number: (2L9) 469-3340 Email Address: nionesAwithersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: North Harnett Regional Wastewater Treatment Plant Permit Number: NCO021636
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043690
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS000166
FORM: FTA 10-23 Page I of 5

DW
Division of Water Resources
Owner Name(s): Harnett Regional Water
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
FORM: FTA 10-23 Page 2 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?
❑ 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 prcparation/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 / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20)}
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .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(f))
Daily Design Flow °,b
No. of Units
Flow
3 Bedroom Residence
360 gal/day
72
25,920 GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
25,920 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 25,920 GPD (per 15A NCAC 02T .0114 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 3 of 5

VII. • GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravily Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
2,423
SDR35 PVC
8"
358
C900 PVC
➢ 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:
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.1.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 4 of 5

IX. - SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ® 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
'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)
l8 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 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 ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0406(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 ❑ NIA
➢ 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: Cape Fear ❑ 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02T.0I 05(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 5 of 5

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 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 re nest will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For proiects 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, Nic y— -,Td11 e.s _ attest that this application for 5 ?h `]
(Professional Engineer's name from Application Item 11I.1.) (Project Name ff6m Application Item 11.1)
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 Desip'n Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
.�`\A CARp�''�,,.
North Carolina Professional Engineer's seal, signature, and date: A
-;Q
SEAL _
051716
.NG1NE�e�S I
I �2%.......... ....!.!r�!+►'ti'........................
,
3. AppIicant's Certification per 15A NCAC 02T .0106(b):
I, . Shut, W ayd , attest that this application for S & p UA-14 R We `j
(Signature Authority Name from Application Item 1.3.) (Project Name S&m 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 arc 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.
Signature: Date:
FORM: FTA 10-23 Page 6 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Serenity Ph 7A & 7B
More than one FTSE may be required for a single project if the owner of the WWTP is not re VWmp
stations alongthe route o the ro osed wastewater ow.�
f P P .fl
I. Complete this section only if you are the owner of the wastewater treatmentnto 1
a. WWTP Facility Name: _North Harnett Regional WWTP
b.
WWTP Facility Permit #: NC0021636
V,v= pu4s nr-FICE
are rn Vdb
c.
WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d.
Estimated obligated flow not yet tributary to the WWTP
3.230 MGD
FV Obligated Flow NYT
0.460 MGD
Lillington Obligated Flow NYT
0.372 MGD
HC Obligated Flow NYT
1.489 MGD
Angier Obligated Flow NYT
0.909 MGD
e.
WWTP facility's actual avg. flow
5.310 MGD
FV Actual Flow
1.493 MGD
Lillington Actual Flow
0.597 MGD
HC Actual Flow
2.568 MGD
Angier Actual Flow
0.652 MGD
f
Total flow for this specific request
0.026 MGD
g.
Total actual and obligated flows to the facility
8.566 MGD
FV Actual Avg. + Obligated Flow
1.953 MGD
Lillington Actual Avg. + Obligated Flow
0.969 MGD
HC Actual Avg. + Obligated Flow
4.083 MGD
Angier Actual + Obligated Flow
1.561 MGD
h.
Percent of permitted flow used
114.21%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 3
FTSE 06-13

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, *
(Finn 1 pfl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Serenity
De
1.440
0.576
0
0.169
0.169
0.407
SLS-120
14.4
5.76
3.209
3.250
6.459
-0.699
* 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 < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Pen -nit Number: NC0021636
I11. Certification Statement:
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
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 thjs wastewater flow.
Signing Official Signature
//. / S`- I--?
Date
Page 2 of 3
F'TSF 06-13

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)
(1B)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
'Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Finn / p fl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Serenity
nc
1.440
0,576
0
0,169
0.169
0.407
SLS-120 14.4 5.76 3.209 3,250 6.459 -0.699
* 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 < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
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
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 11 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
Date
Page 2 of 3
FTSF 06-13

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): SLS-120
Given that:
he proportion and amount of Obligated, Not Yet Tributary Daily Flo_ w C accounts for
6.42 1 %and 3.2501MGD of the Available Capacity (E) in Pump Station
SLS-120 ; and that
• l tie rate of activation of this Obligated, not yet tributary capacity is current!y approximately
0.3 1 MGD per year; and that
• A funded Canital Proiect that will provide the reauired planned capacity_ namelv
TBD
I is in design or under construction wikh
Manned completion in TBD
; and/or
• The following annlies:
HRW is current!y reconciling actual and not -yet -tributary flows to
accurately assess available capacity. The reconciliation is expected to be com leted in
September 2023. Given the size of the pump station, the
percentage of not -yet -tributary, and the rate of activation, this will be the first she to
determine if potential CMP project is needed and timeline for any capacity increase.
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.
/ /- I] ; s--?
Page 3 of 3
FTSE 06-13

[External] RE: Serenity Phase 7
Jones, Nicholas <[e-mail]>
Mon 12/11/2023 3:33 PM
To:Moran, Sharon <[e-mail]>
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.
Hi Sharon,
I am still waiting for the updated flow tracking sheet from HRW. I will forward upon receipt. My other responses
can be found in red below your questions.
Thanks,
Nick Jones
From: Moran, Sharon <[e-mail]>
Sent: Monday, December 11, 2023 10:14 AM
To: Jones, Nicholas <[e-mail]>
Subject: [EXTERNAL] Re: Serenity Phase 7
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hello Mr. Jones!
Just checking in on this information that I am waiting for! Please let me know where things stand for your
application and that you have received this! I cannot process your application without this information.
Best,
Sharon Moran
FRO, Cell: [phone]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Moran, Sharon
Sent: Friday, December 1, 2023 3:40 PM
To: njones(@withersravenel.com <njones(@withersravenel.com>
Subject: Serenity Phase 7

Here are the questions that we had just talked about on the phone:
Section General Requirements:
4. is there a swimming pool in this phase of development? There is not a swimming pool/clubhouse is Phase
7. This box should not have been checked.
7. Bedroom flow has changed to 75gpd/bedroom- please fill out a new flow wastewater chart to reflect
the new numbers and procure a new tracking sheet from N. Harnett.
Please find a revised wastewater chart below.
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e''
No. of Units
Flow
3 Bedroom Residence
369 nalMwi-
75 GPDIBR - 3BR = 225 GPD
gal/
72
25.920 Oft>
16,200 GPD
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total 25,920 GP )-
16,200 GPI)
Section Setback & Separations:
4. State Buffer Rules: Cape Fear is not under state buffer rules This box should not have been checked. The project
is not in a river basin subject to State buffer rules.
5. Please provide information for your 404/401 permits.
• NWP—
o DWR # 19-1445
o SAW-2018-01250
• IP-
o DWR # 20191445v4
o SAW-2018-01250
Best,
Sharon Moran
Division of Water Resources
North Carolina Department of Environmental Quality
Fayetteville Regional Office
Cell: [phone]
[e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Waier Resaurv-% Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Serenity 7A & 7B
More than one FTSE may be requiredfor a singleproject 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: Harnett County Regional WWTP
b. WWTP Facility Permit #: NCO088366
All flows are in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 3.311
e. WWTP facility's actual avg. flow 4.425
f. Total flow for this specific request 0.016
g. Total actual and obligated flows to the facility 7.752
h. Percent of permitted flow used 103.36%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity*
Serenity 13c 1.440 0.576 0 0.159 0.159 0.417
SLS-120 14.4 5.760 3.374 2.436 5.810 -0.050
* 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Steve Ward, Utilities 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 transport and treat the proposed new wastewater.
off— 'L— �'Z/
Signing Official Signature l Date
)-e
Title of Signing Official
Page 2 of 8
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H 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
42.29 % and 2.436 MGD of the Available Capacity (E) in Pump Station
I!
C.
d
SLS-120 : and that
The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.3 MGD per year; and that
A funded Capital Project that will provide the required planned capacity, namely
TBD is in design or under construction with
planned completion in TBD ; and/or
The following applies:
The Town of Anjoer is currently starting process to modify permits to use 75- d
per bedroom to reduce its NYT flows, which will correspondingly reduce NYT flow
at SLS-120. Additionally, HRW has received earmarked funding for a regional
nroiect to divert some flow form SLS-120 to a direct manifold to the SLS-120
forcemain. The project is planned for the 2025-2026 fiscal year.
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 3 of 8
FTSE 10-23