WQ0041736_Sewer Extension_20200610

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DE iDWR
State of North Carolina
Department of Environmental Quality
DWR JUN 10 2020 Division of Water Resources
IV IV 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources MCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
'IYF
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of I iA NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good en2incerin2 practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in I5A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed pennitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
ii Projects that require an environmental assessment in accordance with 15A NCAC IC .0100,
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
i- Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
'v Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
r Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
y if necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secreta!y of State.
❑ if the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item ii.I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .01060).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (if Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
r Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
i- The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate (;.S. 143-
1 > 67(a)
Intergovemmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identity the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
i Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the pen -nit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0 05(h)(1), submit documentation of power reliability for pumping stations.
Y This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 15(a)(I ) provide the Certificate of Public Convenience and Necessity from the 'Borth Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home%Property Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DE`').
For more information, visit the Division's collection sustems weh.sitc
iNSTRUC'TIONS FOR FOR\i: FTA 04-16 & SUPPORTING DOCUtIFNTATION Pa,,e 2 of 1

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Reqional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORNL FTA 04-16 & SUPPORTING DOCUMENTATION Pa,c 3 of",

State of North Carolina
Department of Environmental Quality
Division of Water Resources
-D W. R
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W Q O0 T 173� (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, HOA. utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State -County ❑ Municipal ❑ Other
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director of Harnett Regional Water
4. Applicant's mailing address: P.O. Box 1 119 ' 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: sward( hamett.org
IL PROJECT INFORMATION:
1. Project name: Woodo ove Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit./Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.49764 Lon,itude:-78.810351
5. Parcel ID Of applicable): 0653-77-4878
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler License Number: 026466
Firm: Timmons Grou[)
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: iim.chandler(d�timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional Waste Water Treatment Plant Permit Number: NCO021636
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Harnett Regional Water
FORA: FTA 04-16 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 Developer's Operational Agreement (FORM: DES') been attached"
❑ Yes [:]No ❑N A
3. If the Applicant is a Hontc Property
Owners' Association, has an Operational A!,rccment ( FORM: I10A) been attached''
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential 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 Pool/Filter Backwash
❑ Businesses / offices ' factories
❑ Nursing Home
❑ Other ( Explain in Attachment)
5. Nature of wastewater : 100 °/� Domestic'Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
bIs there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t)" ❑ Yes ® No
i If ves, provide a coov of flow reduction approval letter
7. Summarize wastewater generated by project:
8
Establishment Type (see 02T.01140))
Daily Design Flow',b
No. of Units
Flow
Single -Family Residential
360 gal/day
230
82,800 GPD
gal/
GPD
val i
GPD
gal/
GPD
gal/
GPD
dal;
GPD
Total
82,800 GPD
a See I iA NCAC02T .01 14tb). (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 .01 14(c), design flow rates for establishments not identified [in table I SA NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 82,800 GPD (per 15A NCAC 02T .01 14)
i 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 in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORA. FTA 04-16 Pa,e 2 of 5

I
VI1. GRAVITY SENVER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (GraNit-, Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
12,955
PVC
3
209
RJDIP
r Section II & 111 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)
i 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 points) 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(h)( I ):
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(I )(B)_
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATION'S — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I A NCAC 02"f .0305(f) & (,) 0 Yes ❑ No
i SA NCAC 02T 0301A contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Stone 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 l or
Class Ii impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
t S.A NCAC 02T.03051 a) contains alternatives where separations in 0_'T.0305(f) cannot be achieved.
i **Stream classifications can be identified using the Division's NC Surface Water Classifications webpa,e
if noncompliance with 021'.0305(t) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands'? (50 feet of separation) ® Yes ®No ❑ N/A
See the Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
i As built documents should reference the location of areas effected
Alternative design meeting 02T.0305(g) provided where not meeting 50' of separation.
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200'! ® Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per.] SA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes [I No
individual permits or 401 Water Quality Certifications'?
i Information can be obtained from the 401 & Butter Permitting Branch
401 Action Id. SAW-2008-01427
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits.: certifications)'? ® Yes []No
Per 15A NCAC 02T.0I05(c)(6), 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, stonrtwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 15.A 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 [I No ❑ NI! A
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: FTA 04-16 Pa`c 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I �,A NCAC' 02 L the Mtrtinrtnrt Desu n Criteria for the Pcrmuttun, of Pnmp Station>
and Force 'Main, (latest version ). and the Gravity Sewer Minimum Dcsi,n Criteria ( latest 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:
James F. Chandler, Jr.
(Professional Engineer's name from Application item 111_I.)
attest that this application for
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, 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
Y-c c +-p attest that this application for
(Signature Authority's name & title from .Application item 1.3.)
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, andior criminal prosecution. i will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting infunnation and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — in accordance with General Statutes 14 3-215.6A and 14 3-215.613, 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.
Signature: —44
Date:
FORM: FTA 04-16 Page 5 of 5

PROJECT NARRATIVE
Project Name: Woodgrove Subdivision
Location: US 401 N, Harnett County, NC
Owner: GreenHawk Corporation, Inc.
1330 Sunday Drive, Suite 10f
Raleigh, NC 27607
Developer: GreenHawk Corporation, Inc.
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Consultant: Timmons Group
Jim Chandler
5410 Trinity Road, suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Harnett County's jurisdictional limits and is located along US 401 N,
south of the intersection of SR 1441 (East Williams Street) and US 401 N. The scope of this project
will include the construction of a 230 lot subdivision. The project is anticipated to generate the
following wastewater flows:
120 GPD/BEDROOM @ 4 BEDROOMS/ UNIT @ 230 UNITS = 110,400 GPD

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Woodgrove(fonnally Woods a/Lafayette)
r
More than one FTSE mai be required Jor a single prgject i the owner ofthe IVTVTP is not responsible,fiv all pump
stations along the route of the proposed wastovaterJlow.
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 #: NC0021636
A11 flows are in MGD
c. WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angrier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.228 MGD
FV Obligated Flow NYT
0.626 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.315 MGD
Angier Obligated Flow NYT
0.174 MGD
e. WWTP facility's actual avg. flow
4.381 MGD
FV Actual Flow
1.180 MGD
Lillington Actual Flow
0.648 MGD
HC Actual Flow
1.975 MGD
Angier Actual Flow
0.578 MGD
f. Total flow for this specific request
(0.083) MGD*
g. Total actual and obligated flows to the facility
5.609 MGD
FV Actual Avg. + Obligated Flow
1.806 MGD
Lillington Actual Avg. + Obligated Flow
0.761 MGD
HC Actual Avg. + Obligated Flow
2.290 MGD
Angier Actual + Obligated Flow
0.752 MGD
h. Percent of permitted flow used
74.79%
*Flow was previously accounted for in section d HC Obligated Flow NYT flows prior to recent
DWR recension due to Engineer Design change from the previous approved permit.
Page 1 of 4

00
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated.
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity. *
(Firm i pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
CONTACT
TOFV
FOR
UPSTREAM
SLS
CAPACITY
INFO
SLS 120 14.4 5.76 2.5 1.079 3.579 2.181
* 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 II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance Athis wastewater flow.
Signing Official Signature
.S-- / f'= ),
Date
Page 2 of 4
1 1'S1: 06-1

1W
USGS Maps
Property is split between the
Fuquay Varina 1993 and
Lillingtion 1997.
SCALE IM 006
R-ecs,
414R
I -T-1 .1
VAP
FUQUAY-VARINA, NC
STATE OF NORM CAROLHNA
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Woodgrove Subdivision
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PROJECT NARRATIVE
Project Name: Woodgrove Subdivision
Location: US 401 N, Harnett County, NC
Owner: GreenHawk Corporation, Inc.
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Developer: GreenHawk Corporation, Inc.
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Consultant: Timmons Group
Jim Chandler
5410 Trinity Road, suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Harnett County's jurisdictional limits and is located along US 401 N,
south of the intersection of SR 1441 (East Williams Street) and US 401 N. The scope of this project
will include the construction of a 230 lot subdivision. The project is anticipated to generate the
following wastewater flows:
230 single-family units x 360 GPD = 82,800 GPD

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State of North Carolina
Department of Environmental Quality
D-W,, R Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dk4slon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DNR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, HOA. utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State:'County ❑ Municipal ❑ Other
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3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
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Title: Director of Harnett Regional Water
4. Applicant's mailing address: P.O. Box 1119 % 700 McKinney Parkway
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City: Lillington State: NC Zip: 27546-
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5. Applicant's contact information: �:AYETTEVILLEREGIONA[.OFFICE
Phone number: [phone] Email Address: sward(i harnett.ore
It. PROJECT INFORMATION:
1. Project name: Woodvrove Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit'Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Harnett
d Annroximate Coordinates (Decimal Degrees): Latitude: 35.49764- Longitude:-78.810351
GreenHawk Development, LLC
1330 Sunday Drive suntrust Bank
51725
Suite 105 25 Park Place
Raleigh, NC 27607 Atlanta, GA 30303 DATE:
May 20, 2020
919-861-2929 66-46/531
PAY i 0 0ew
QNLY i _ : . ... c
$ 480.00
PAY Four Hundred Eighty and 00/100 Dollars
VOID AFTER 180 DAYS'.
TO THE
ORDER
OF
NCDEQ
g,40-,".A �.-
___2HECK IS PRINTED ON SECURITY PAPER WHICH INCLUDES A MICROPRINT BORDER & FLUORESCENT FIBERS
Owner Name(s): Harnett Regional Water
FORM: FTA 04-16
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TIMMONS GROUP
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® ENCLOSED PLEASE FIND: All
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date: 05/20/2020
Job #:41015
Project: Woodgrove Subdivision
Reference:
Copies Sent To:
COPIES
DATE
NUMB
DESCRIPTION
1
4/9/2020
1
Sets of Construction Drawings
1
5/15/2020
2
Fast Track Application
1
3
Check for $480 payable to DEQ — Public Water Supply Section
1
5/15/2020
4
Cover Letter / Project Narrative
1
5
FTSE Flow Tracking/Acceptance Form
1
6
USGS To o Maps
1
7
Aerial Ma
THESE ITEMS ARE TRANSMITTED: All
If enclosures are not as noted, please notify us at once.
COMMENTS:
Please feel free to contact me with any questions at 919-532-3237 or
dave.ballentinea-timmons.com
Thank you,
Dave Ballentine
Project Manager
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Permit Number W00041736
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
stephanie.zorio
Coastal SWRule
Permitted Flow
82,800
Facility
Facility Name
Woodgrove Subdivision
Location Address
Owner
Central Files: APS _ SWP _
6/10/2020
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name Owner Type
Harnett Regional Water Non -Government
Owner Affiliation
Steve Ward
Director Interim Public Utilities of
PO Box 1119
Dates/Events Lillington NC 2754611'
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/10/2020 5/26/2020 6/10/2020 6/10/2020
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin