WQ0043028_Application (FTSE)_20211215

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST LRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumbertJQth4., (to 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 El General Partnership D Privately -Owned Public Utility
❑ Federal 0 State/County ® Municipal
3. Signature authority's name: Steve Ward per 15A NCAC 02T.01061b)
Title: Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Li lington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: sward@obamettorg
1I. PROJECT INFORMATION:
1. Project name: The Colony at Lexington Plantation - Phase 3A
2. Application/Project status: ® Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: W000 • and issued date:
If new construction but part of a master plan, provide the existing permit number. W000
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.26° Longitude: -79.02°
5. Parcel ID (if applicable): 9595-61-6188.000
(or Parcel ID to closest downstream sewer)
❑ Other
1 is
MOIRx
DEC 0 6 2021
III. CONSULTANT INFORMATION:
1. Professional Engineer: Peter E. Norfleet Temple
Firm: Enoch Engineers. PA
Mailing address: 1403 NC 50 S
City: Denson State: NC Zip: 27504-
Phone number: [phone] Entail Address: fleet(Neneehengineers•tom
V11O?r 0c,
=%dYETIEVil A F: RFR1QN(4j OFFICE
License Number: 024441,
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: South Harnett Regional WWTF Permit Number: NC 0088366
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQ0035903
System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Hamett Regional Water
FORM: FTA 04-16 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 ZN/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. lithe Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ZN/A
4. Origin of wastewater: (cheek all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
0 Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
)Is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(1)? 0 Yes ® No
A If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °'b
No. of Units
Flow
Residential Lots
360 gal/day/lot
58
20,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Lgal/
GPD
Total
20,880 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(e), 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.
8. Wastewater generated by project: 20 880 GPD (per 15A NCAC 02T .0114)
A Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated inPermit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA. (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be pennitted:
Size (inches)
Length (feet)
Material
g
2420
PVC C-900
8
2354
PVC SDR35
➢ 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . ° Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(hl! 1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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 in the case of a multiple station power outage.
FORM: ETA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (a)
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
®Yes El No
Setback Parameter*
Se • oration Reunited
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer 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
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
hi_h water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
An buildi foundation
5 feet
Any basement
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 ade vertical)
36 inches
➢ 15ANCAC 02T.0305(g) contains alternatives where separations in 02T.0305(0 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webgage
➢ If noncompliance with 02T.0305(fl or (a) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per I5A NCAC 02B .0200?
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
® Yes ❑ No
Yes ❑ No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c1J6), directly related environmental permits or certification applications are 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, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed `high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑Yes ®No
➢ 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 permitee's individual System -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. 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 J1atest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
T k tt .• t2' t/.IQ— attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 beat
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
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 $10,000, as well as civil penalties up to $25,000 per violation,
oil I
North Carolina Professional Engineer's seal, signature, and date: *\\\t�.... •,1�1
CAR
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tWLW 44
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1Jgtcl , _Mkt c kt�_
(Signature Authority's name & title from Application Item I.3.)
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 pemtit 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.
i'
NOTE — In accordance with Gener
statement, representation, or certifi
include a fine not to exceed $10,00
attest that this application for
atutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
n in any application package shall be guilty of a Class 2 misdemeanor, which may
ell as civil penalties up to $25,000 per violation.
Signature: _ __ _ Date:
FORM: ETA 04-16 Page 5 of 5

-f::iur.t vb.")
DEOD W[`?
Divisiu:, of Water Resor4Y
DEC 0 6 2021
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FF
iLIT[Vf1 rr;tiGIONr�l.CifFllo Tracking for Sewer Extension Applications
(FTSETSE10 10-18)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: The Colony at Lexington Plantation- 3A
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 flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: South Harnett Regional Water WWTP
b. WWTP Facility Permit #: NC 008366
All flows are in MGD
c. WWTP facility's permitted flow 15
d. Estimated obligated flow not yet tributary to the WWTP 5.268
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
5.629
0.021
10.918
72.79%
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Finn / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
SLS # 59 WQ0032523 1.559 0.624 0.086 0.021 0.107 0.517
SLS # 58 WQ0030915M 1.656 0.662 0.092 0.021 0.113 0.549
SLS # 70 WQ0031345 14.02 5.61 1.20 0.532 1.732 3.878
* 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 flrm capacity of the pump station divided by a peaking factor
(pt) 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): The Manors at Lexington Part 3
Downstream Permit Number: W00035985
Page 1 of 6
FTSE 10-18

Joe E. Godwin Sr., P.E., P.L.S.
noch
ngineers, P. A.
Consulting Engineers & Surveyors
1403 NC Hwy 50 South
Benson, NC 27504
NCDEQ
Division of Water Resources
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: The Colony at Lexington Plantation — Phase 3A
Project Narrative
Email:lg(
Phone: [phone]
[phone]
Fax: [phone]
erQ p�� �ngln�ers.com
DEQ/OW R
)EC 0 6 202.1
VVQ 0 ?,
FAYEt7CViI_i FPPfl ON?vLOFFiCa
The Colony at Lexington Plantation - Phase 3A is a 58 lot single family residential development
phase of Lexington Plantation located on NC Highway 87 near Spout Springs, North Carolina.
The phase is served by an existing lift station with a design flow of 0.72 MGD which is located
in The Manors at Lexington Plantation - Part 3 (formerly The Colony Phase B, Part 3A). The
entire Colony Part 3 section will have a total of 95 lots at full build out, with flow for the 58 lots
in Phase 3A being requested at this time.
Fleet Temple, PE
Enoch Engineers, P.A.

Joe E. Godwin Sr., P.E., P.L.S.
Email: [e-mail]
November 19, 2021
Enoch
ngmeers A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
Mr. Trent Allen
Environmental Engineer
NC DENR-Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: The Colony at Lexington Plantation - Phase 3A
Mr. Allen:
Enclosed is the following:
One original & one copy of Fast Track Application (FTA 04-16)
Application Fee ($480.00)
Form FTSE
USGS Topographic Map
Phone: [phone]
[phone]
Fax: [phone]
v
O VDVi%
DEC 0 6 202i
t/VQROS
i:A `E`I'rEVl!1EREGIONALOFFIC
After receipt of this information, if you have any questions or discussion, please call.
Respectfully,
Ieet Temple
Enoch Engineers, PA

Joe E. Godwin Sr., P.E., P.L.S.
Email: [e-mail]
November 19, 2021
noch
ngmeers .A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
Mr. Trent Allen
Environmental Engineer
NC DENR-Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: The Colony at Lexington Plantation - Phase 3A
Mr. Allen:
Enclosed is the following:
One original & one copy of Fast Track Application (FTA 04-16)
Application Fee ($480.00)
Form FTSE
USGS Topographic Map
Phone: [phone]
[phone]
Fax: [phone]
R EU!:11ih 1_%
i)..lDVVR
DEC 0 0 2021
VV,}t iOS
FAY REGION+ahhict
After receipt of this information, if you have any questions or discussion, please call.
Respectfully,
leet Temple
Enoch Engineers, PA

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 tra,Aaport and treat the proposed new wastewater.
Signing Official Signature
I� R LQ-b i re c i-o r
Title of Signing Official
1
Date
Page 2 of 6
FTSE 10-18