WQ0045541_Application (FTSE)_20240614

D&L Engineering, PLLC
May 3, 2024
NCDEQ
Division of Water Resources
225 Green Street
Fayetteville, N.C. 28301
Attn: Sharon Moran
Ref: Anderson Creek Phase 7, Section 3 (10 Lots)
Harnett County, NC
Sewer Permit Application
Transmittal
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Sharon,
This permit is for the proposed Anderson Creek Phase 7, Section 3 (10 Lots)
Project in Harnett County.
Please find attached:
Cover letter, sewer permit application, downstream sewer evaluation, flow tracking
form, USGS map, street view map and the fee check.
If you have any questions or need any additional information, please feel free to
contact this office.
D&L ENGINEERING, PLLC
Lee Humphrey, Project Manager
150 S. Page Street Southern Pines, NC 28387 PH: [phone]
Firm No. P-2587

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: WQ0045541 _ (to be completed by DwR)
All items must be completed or the application will by Mt_urned
I. APPLICANT INFORMATION:
I . Applicant's name: IH m_g1t_Re one Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: W. ttye Wnd per a 5A NCAC 02T .0106(h) r(tut1 vtu
Title: Director
oE00WR
4. Applicant's mailing address: 700 McKinney Pa3rkwak J U i ,t ao'�`�
City; Lil i State: NC Zip: 27546-
5. Applicant's contact information: WORDS f 1) 0�3fw
Phone number: (910) $93-7575 Email Address: swards arnett.ors CAY'TT 11, E t: acr_-rnnid,► ewcinp
11. PROJECT INFORMATION:
1. Project name: Anderson Creek Phase 7y Section 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: 35.2818' Longitude:-78.9713'
5. Parcel ID (if applicable): 0505-8M-$$9U (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David T. Upcharchz_PE License Number: 9570
Firm: DAL j�aoneeri PLLC
Mailing address: 150 S. Paste Street
City: Southempinu State: NC Zip: 28387.
Phone number: 910 684-8646 Email Address: Lee'd,doubledent com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Harnett Regional WWTP Permit Number: NC0088366
Owner Name: IJw rtk_ D t of Public Utilities -South central Water and Sewer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ00 7018
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity C3 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Hamm t.Regional-Water
FORM: FTA 10-23 Page I 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 Deygloppr's Operational Aereement (FORMDEV S been attached?
[:]Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an ]j- OA/_P.O.A 0"tjcslal AareemenY(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 preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooVFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic _% Commercial _ % Industrial (See 15A NCAC 02T 0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 5J„A NCAC 02T .0114(fl? ❑ Yes ® No
➢ ff yes, provide a copy of flow reduction approval letter with this aunlication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(l))
Daily Design Flow'"
No. of Units
Flow
4 Bedroom Homes
75 gal/day/br
10
3000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gay
GPD
gall
GPD
Total
3000 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. 42A 4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 3000 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 2 of 5

VIi. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .03305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 $97 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
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 (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) _
6. Power reliability in accordance with 15A NCAC 02T .0305(hXl ):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fl & (e)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-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.l of this application
* 15A NKAC 02T.030_W contains alternatives where separatlons 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 weboaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/seated 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 reauifements 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 011 ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coveragetauthorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAQ 02'j',o 105(c)(61, 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 0 T2 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 Interferencelconfict 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 permtttee or its representative at least once every six -months and
Inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Puma Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Z Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance./AItem ative 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 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. 1JC -T. t�Oe.�..�J Pe..`, F attest that this application for AN be r So v G. f-ee.le Aldt�7
(Professional Engincer's n e from'2, l ati n Item 111.1.) (Project Name from Application Item Il.l)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track 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 $ I0,000, 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:Stj
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, SXi C-UC- WO—y- OL-- , attest that this application for 'V �e -1 SC (r 3
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as welt as civil penalties up to $25,000 per violation.
Signature: Date:
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 Permittin ff imp ration
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria datest version) as applicable?
® Yes ❑ 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 renuest will be issued
concurrently with the approval of the hermit and orolects requiring a variance aooroval may be subject to longer
review times For orolects requiring two or more variances or where the variance is determined by the Division to be a
sienlficant Portion of the Protect, the full technical review is reuuired.
2. Professional Engineer's Certification:
I, , attest that this application for
(Professional Engineer's name from Application Item 11I.1.) (Project Name from 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,
Minim= Design Criteria for Gray& Srwerc (latest version), and the Minimum Design Criteria for the Fast -Track Pe_finittlne
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NgAC,S(,VYjill.),. -
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(4r)cUxsc)n Cxf-c-
I, 51-ue- Wt attest that this application for P �%1 e- -1 Sc c 3L—_-
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not Included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
P -
Signature: Date: r- 17-%%
FORM: FTA 10-23 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
31vislon of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Anderson Creek Phase 7, Section 3
More than one FTSE may be requiredfor a single project if the owner of the WWTP Is not responsible jar all pamp
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: South Harnett WWTP
b. WWTP Facility Permit #: NC0088366 _
Ali flows are in MGD
c.
WWTP facility's permitted flow
15.00
d.
Estimated obligated flow not yet tributary to the WWTP
5.531
e.
WWTP facility's actual avg. flow
5.629
f.
Total flow for this specific request
0.003
g.
Total actual and obligated flows to the facility
11.163
h.
Percent of permitted flow used
74.42%
H. 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)
(8)
(C) (D)=(B+C)
(E)=(A-D)
Design
Approx.
Obligated, Total
Pump Pump
Average
Current
Not Yet Current Flow
Station Station Firm
Daily Flow**
Avg. Daily
Tributary Plus
(Name or Permit Capacity, •
(Firm / pt),
Flow,
Daily Flow, Obligated
Available
Number) No. MGD
MGD
MGD
MGD Flow
Capacity***
72 W00035012 1.935
0.774
0.25
0 0.25
0.524
* 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): South Harnett W WTP
Downstream Permit Number: NCO088366
Pagel of 8
FTSE 10-23

III. Certification Statement:
I Steve Ward, HRW 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.
Signing Official Si nature Date
HRW Director
Title of Signing Official
Page 2 of 8
FTSE 10-23

Project Cover Letter
Utility Improvements to serve Anderson Creek Phase 7B Section 3
The new 8" gravity sewer mains to serve the Anderson Creek Phase 7B Section 3 will connect to the
existing sewer line located within an existing sewer easement to the East of the proposed project area.
The new 8" gravity sewer will extend 703 If into the proposed development and serve 10 homes. The
sewer will include 4 new 4' dia. Manholes. This Sewer Improvements Project will serve 10 single family
homes @ 300 gpd/home for a total proposed flow 3,000 gpd.
Downstream Sewer Evaluation
The County of Moore has their own Hydraulic Model of their sewer system and does their own Sewer
Evaluation prior to issuing the Flow Acceptance Letter and they had adequate capacity in the existing
sewer mains and at the WWTP to handle the additional flow.
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Downstream Sewer Evaluation
Utility Improvements to serve Anderson Creek Phase 7B Section 3
Line S-1
8" Diameter PVC Pipe at 0.40% grade
10 Single Family Townhomes at 300/GPD = 3,000 GPD
3,000 gpd times 2.5 Peak Factor = 7,500 GPD
Current Average Daily Flow 10 Homes at 300 gpd x 2.5 peak factor =7,500 gpd.
MODEL:
Input Parameters
Data
Manning n for material
0.012
Slope (ft/ft)
0.004
Pipe diameter (in)
8
Slope min. (8"-18" pipe)
0.004
Slope min. (21"-36" pipe)
FALSE
Output
Pipe Diameter (ft)
0.667
X-sex area (1/2-full)
0.174
Hydraulic Radius
0.167
Hydraulic Radius A 2/3
0.303
Slope A 1/2
0.063
Velocity (ft/s)
2.378
Flow (cfs)
0.415
Flow (gps)
3.104
Flow (gpd) '1/2 Pipe
no 04
Flow (gpd) 3/4 Pipe
402,244
Flow (gpd) Full Pipe
536,325
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Existing Gravity Sewer has sufficent capacity to handle current and future flow.
For the Downstream Sewer Pump Stations and Outfalls, Moore County Public Utilities
has built a hydrualic model of their sewer system and inserts all proposed flow into their
Hydraulic Model prior to issueing the flow acceptance letter.

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