WQ0045438_Application (FTSE)_20240523

TRANSMITTAL
To:
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 14
Fayetteville, NC 28301
Sending:
® Attached
❑ Shop Drawings
❑ Copy of Letter
❑ Total Quantity
C:)
DELTA LAND DESIGN, PA
t A Vp PLANIdNL AN) ON It 1 NC1tiI 1 KIN(.
RECEIVED
MAY 2 3 2024
DEO•FAYETTEVILLE REGfONAL OFc& c
Date: 5/21/2024
Attention: 'rent Allen
Job Number: 1010-23
Re: BVSLH Outfall
I lame" County, NC
Fast -Track Application
❑ Under Separate Cover via:
❑ Prints ❑ Plans ❑ Other:
❑ Change Order Cl Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
2
5/21/2024
Cover Letter
2
5/13/2024
FTA10-23 Fast -Track Application
1
5/21/2024
S600 Application Fee {Check #1 O
2
5/12/2024
FTSE 04-16 Flow Tracking/Acceptance Form
2
4/4/2024
8.5 x 11 USGS Map
2
4/4/2024
Street Level Map
Transmitted for:
® Your use
❑ As Requested
❑ Review and Comment
Comments:
Trent,
❑ Approved as Submitted ❑ Copies for Appro-,al
❑ Approved as Noted ❑ Distribution Copies
❑ Returned for Corrections ❑ Corrected Prints
Please see enclosed Fast -Track submittal package for the subject project for your review and
approval. 1 hard copy and 1 electronic copy.
Thank you -
Copy to: Will Ferrell, PE
Phone: [phone]: Raleigh St reel, Holly Springs, NC 27540

t)UTA I_.AND DESIGN, PA
i fi-'a AIIFUN(.
May 21. 2024
Fayetteville Regional Office — Water Quality Section
Trent Allen
225 Green Street Suite 714
Fayetteville, NC 28301
RE: BVSLH Outfall
Delta Land Design# 1010-23
Harnett County, NC
Fast -Track Application
Dear Trent .
RECE I \, r
MAY 2 3 21o.
DEO•FAYE17t:VIl1E
Please see enclosed two (2) sets of Fast -Track Applications (FTA 10-23) and an accompanying review
fee check of $600.00 for the subject project for your review and approval.
The proposed BVSLH Outfall, is located on the west side of NC 210, on the south side of Harnett
Central Road in Harnett County, NC. This outfall will sere an existing 2.5 acre gas station site and
4.72 acres of future commercial property. An existing 0.78 acre SCM for the gas station is not
included in the total. We are seeking a permit to install all the sanitary sewer lines for these
properties.
The outfall includes 1,253 LF of 8" PVC sanitary sewer mains extending off of the existing sewer in
Day Farm Drive in Partridge Village Phase 2A sanitary sewer system which connects to the Quail
Glen System. The proposed 8" sanitary sewer lines will be public. The construction of the Outfall is
projected to begin the Summer of 2024.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
_� _e_�
William P Ferrell, PE �.: 0� AlESS
Delta Land Design, PA ' Q
SEAL �p2�-D.1 = Z
035789
' .F`4,C I NE

State of North Carolina
DWR
Department of Environmental Qualit3
Division of Water Resources
FAST TRACT{ SEWER SYSTEM EXTENSION APPLICATION
DIvlslon of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: �tm-O(to be complacd by DWR I
All items must be completed or the application will he returned
1. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, 110A, utility, etc.)
2 Applicant type. ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® Staic'County ❑ Municipal
3. Signature authority's name: Sieve Ward per 15A NCAC 02T .0106(b!
Title: Public Utilities Director
4. Applicant's mailing address: 700 McKinney Parkway
City Lil m ton State: NC Zip: 27546
5. Applicant's contact information:
Phone number [phone] Email Address: sward a hamcll org
❑ Privately -Owned Public Utility
❑ Other
RECEIVE,
MAY 2 3 2024
DEC AYEMILLE REGIONA1 OFFICE
q'tp*41"
11. PROJECT INFORMATION:
l Project name: BVSLH Outfall
2 ApplicatioWProject status, ® Proposed (New Permit) ❑ Existing PermitlProject ❑ ARPA funded
If a modification, provide the existing permit number: WQOt) 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: 35.459818- Longitude-78.792258-
5. Parcel ID (if applicable): 0662-11-8878 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William P Ferrell License Number: 035789
Firm. Delta Land Design, PA
Mailing address: 382 Raleigh St
City: Holly $Dnngs State: NC Zip: 27540-_
Phone number: [phone] Email Address: will(ivdeltalanddcsi,gn.com
IV. WASTEWATER TREATMENT FACILITY (WNVTF)1NFORAIATION:
I Facilely Name: North Harnett WWTP Permit Number: NC O021636
Owner Name: i1amett Regional Waler
k'. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Numberls). WQ0043950
2. Downstream (Receiving) Sewer Information: 8 inch 0 Gravity © Force Main
3 System. Wide Collection System Permit Numbers) (if applicable). WQCS000166
OwnerNamcys): Harnett Regional Water
FORM: FTA 10-23 Page I of 5

V1. GENERAL REQUIREMENTS
1. if the Applicant is a Pnvateiy-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached"
❑ Ycs ❑ No M MA
2 If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement LFORM. DEV) been attached"
[—]Yes [-]No ® NIA
3. If the Applicant is a Ilome'Property Owners' Association, has an IIOATOA O rational Agreement FO O and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
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 Motcls
❑ School preschool ` day care ❑ Medical i dental I veterinary facilities ❑ Swimming PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoolTiher Backwash
❑ Businesses ! offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103 20 )
If Industrial, is there a Preireatment Program in effect? ❑ Yes[] No
6. Has a flow reduction been approved under 15A NCA 02T .01 14(f)'.' ❑ Yes ® No
L If yes, provide a cope of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establisbment Type (see 02T.0114(f))
Daily Design Flow L4
No. of Units
Flow
Convenience Stores, with food preparation
60 gal' 100 sq.fL
51.36
3,081 GPD
gal/
GPD
gall
GPD
gall
GPD
gau
GPD
gall
GPD
Total
3,081 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (c)(21 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in QrS. 42A-4 .
b Per 15A NCAC 02T .Ol 14(c), design flow rates for establishments not identified [m table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,081 gpd
9. GPD (per 15A NCAC 02T .01 14 and G.S. 143-215.1)
i Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate iih%:
❑ 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 S£R'ER DESIGN CRITERIA (If Applicable) - 02T.0305 & 1%IDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted
Size (inches) Length (feet) Material
R 1,253 PVC'
Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i Section I II contains information related to minimum slopes for gravity scwcr(s)
Y Oversfzing lines to meet minimum slope requirements is not allowed and a violation or the MDC
VIll. PUhIP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Pump Stations/Force Main%):
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)
i This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pumpts): gallons per minute (GPM) at feet total dynamic head (TDH )
5. Summarize the force main to be permuted (for this Pump Station):
Size (inches) I Length (feet) I 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 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
h Power reliability in accordance with 15A NCAC 02T .0305(h)(1),
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - ISA NCAC 02T.0305(h)(l)(B);
i Required for al1 pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y Must be permanent to facility and may not be portable
Or If the pump Mahon has an average daily flow less than 15,000 gallons per day I SA 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 appl icani 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 timeframcs, 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 — (02H ,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.n3050) contains minimum separa[iorrs that shall be orovided for sewer syslems
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
2Wati-r mains (honzontal)
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, IIQW, 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
i, If noncompliance with 02T.0305(f) or (g). see Section X.l of this application
"15A NCAC (1_1,T 0105(a contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"'
above if these alternatives tare used and provide narrative information to explain.
"Stream classifications can he identified using the Division's NC Surface Water Classifications webp;!g
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
;e If no, please refer to I SA NCAC 18C0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PF, verifying the criteria outlined in that Itule-
3. Does the project comply with separation requirements for wetlands". ® Ycs ❑ No [:]NIA
i Please provide supplementary information identifying the areas of non-conformance.
3- See the Division's draft seoaration rcQuirements 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 ISA NCAC 2B 0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Ycs ® No
or 401 Water Quality Certifications"
Y Please provide the permit number/permitting status in the cover letter if coverage/authorization is required
6 Does project comply with l5A NCAC 02T.0105(E)L6) (additional pemuWcertifica(ions)" ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must he 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, stoimwater management plans, ctc.).
T Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T 0402, "high-prionty 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.
r If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Ifigh prioriti lines shall be inspected b} the permitter or its representative at (cast once every slx-month, and
inspections documented per 1.5A NCAC 02T.04031a)(S) or the permittec's lndividual SNstem-1N'ide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1 Dots the submitted system comply with 15 A 1`J .1( ti; 1, the i►ltnirnurn Dc�tLT3 C ritcria�ur crmrumg of Ptamr ;talwn,
Jlid I ottc horn- (_I=te 1 tc_cj�_iAin1 and tht Urns rl� tirucr �gi�unt pct� C r terra lalcs� vnslun� as applicable'
1e7e��Illlllm
If no, for projects requiring ■ single variance, complete and submit the VartanceiAlternative 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 a roul of the yermltand projects reguiring a variance spiproval may be subject to Ian er
review times. For proiects re uirin Iwo or more variances or where the i oriance is determined b the Di%ision to be a
significant portion of the proiecl, Ike full technical review is required.
2. Professional Engineer's Certification
1, William P Ferrell , attest That this application for BVSLH Outfall
(Proficummul Enipinetr't tune from Application Item t11 I ) (Pro)eci Name from Appticatian )rem 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 m) knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
\luuhunt I.)cai;n ( alert. fut Ciro}iA Sewe ir$t > c tan , and the Minimum Dcsi nCrucna lnt dic Fastjrack Pcriuttong
(A Punter+ Stalitmk and. l orcc Mairi� lnrst y_ersi t Although other professionals may have developed certain pottioat 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 143-2I5 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 S10,000, 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. (2) NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date
3 Applicant's Certification per ISA NCAC02T 0106(b)
2�0Rozi (/y9
0 5789
�11 ., C1NE •�`�
144 P ��
l Steve Ward, Public Utilities Director, attest that this application for BVSLH OWN,
(Siattaturt Authonry Name from Appltcatian Item 13 ) (Project Name from Applicatwn Ilem 111
attest that ibis application has been reviewed b� me and is accurate and complete to the best of my kno»ledge.
I understand that if all required parts of this application are not completed and that if all required supporting documcntaiiou
and attachments are not included, this application package is subject to being returned as incomplete 1 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 it 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 1 a t _' I, t 1 and 143 -2 0 6B. any person who knowingly makes any false
statement, representation, or certificalton in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to S25,000 per violation
PSignature - Dale
FORM FTA 10-23 Page 5 of 5

RECEIVED
State of North Carolina
MAY 2 3 M24 Department of Environmental Quality
Division of Water Resources
DEQ•FAYETTEVILIE REGIONAL OFFiGF
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: BVSLH Outfall
More than one FTSE 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 jiow.
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 #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow
T5
d. Estimated obligated flow not yet tributary to the WWTP.
3.234
e. WWTP facility's actual avg. flow
4.404
f. Total flow for this specific request
0.003
g. Total actual and obligated flows to the facility
7.641
h. Percent of permitted flow used
101.87%
11. 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 Approx.
Obligated, Total
Pump Pump Avcrage 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***
SLS-120 WQ0028647 14.4 5.76 3.309
2.371 5.68
0.08
+ The Rrm Capacity (design flow) of any pump station is defined as the maximum pumped now 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 (pl) not
less than 2.5, per Section 1.02(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 NVNVTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
Page 1 of 8
USE 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 11 plus all attached planning assessment addendums for which 1
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate APacity to transport and treat the proposed new wastewater.
S- - 0- _ y
Signing Offlcia .Signature Date
HRW Director
Title of Signing Official
Page 2of8
FTSE 10-23

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4
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EXISTING
IlLARD RD NEILLS
CREEK
OUTFALL
w
SCALE 1:24 000
I 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1DOO 2000
I 0.5 0 1
MILES
10()o_ 0 1000 1" 3000 4000 5000 6000 7000 B000 9000 — 1DODD
- :EI-
-.T' ---- -. . -I- -1
RECEIVED __FE
ET
LILLINGTON, N--
MAY 2 3 �4 C
2019
BVSLH Outfall
LILLINGTON HARNETT COUNTY NORTH CAROLINA
SEWER PERMIT
USGS QUAD 'LILLINGTON'
DELTA LAND DESIGN PA
PREPARED FOR
BVSLH LLC
1058 Kennscott Avenue
CmrV NC 27513 919-454-4961
DATE 04.04.2024
FIRM CERTIFICATION M C-5042
PROJECT ENGINEER
DELTA LAND DESIGN PA
382 RALEtGH STREET
HOLLY SPRINGS, NC 27540
PHONE [phone]
PROJECT SURVEYOR
SIANCIL d ASSOCIATES
SEAL,
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