WQ0041168_Application (FTSE)_20190919

F'Rl n „'Off; State of North Carolina
. DWR
Department of Environmental Quality
SEP 0 5 2019 Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ]V,.vy k. C FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: _"001h I,6g uo be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. 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 I SA NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Lillineton State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Quail Glen -Phase 4B
2. Application/Project status: ® Proposed (New Permit) ❑ 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 28° Longitude: -78 48'
5. Parcel ID (if applicable): 0652-93-2092.000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I, Professional Engineer: Peter E. Norfleet Temple License Number: 024441
Finn: Enoch EnOneers, PA
Mailing address: 1403 NC 50 S
City: Benson State: NC Zip: 27504
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: North Harnett Regional W WTP
Owner Name: Harnett Regional Water
Permit Number: NCO021636
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pennit Number(s): W00017413
System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Harnett Regional Water
FORM: FTA 04-16 Page I of 5

V1. , , 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 AE4reement (FORM: DEVI been attached?
❑ Yes [—]No ®NIA
3. If the Applicant is a Home/Property Owners' Association has an Operational A"reentent (FORM: HOA) 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))
L----)�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'r .01 14(t)? ❑ Yes ® No
➢ 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 "'"
No. of Units
Flow
Residential Lots
360 gal/day/lot
19
6,840 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,840 GPIl
a See l5A NCAC 02T 01 14(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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6 840 GPD (per 15A NCAC 02T .01 14)
➢ Do not include fature 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): _
FORM: FTA 04-16 Page 2 of 5

VI I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,818
PVC SDR 35
8
250
PVC C-900
8
424
DIP
➢ 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
VII1. 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 (incites) 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- 15A NCAC 02T.0305(h)(I)(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)(I)(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 5

AX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
i. Does the project comply with all separations found in 15A NCAC 02T 0305(f) & (g)
® Yes ❑ No
D I SA NCAC 0?T 0405(f) cnnta ins minimum senarations that shall he nrovided for sewer systems:
Setback Parameter
Separation Required
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 Il impounded reservoirs used as a source of drinking water
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 see item IX.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
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ if noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 Feet of separation) ® Yes [:]No
➢ 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 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)?
Per I5A NCAC 02T.0105(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, stonmwater 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: FTA 04-I6 Page 4 of 5

CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Puntp Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design 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:
that this application for
(Professional Engineer's name from Application Item Ill.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, 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. L ;
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, D t e lle_`'\l0 1' a U I Y e C TO �r 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, 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 ci✓ penalties up to $25,000 per violation.
�- e -�a
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

4Y I 7-F `i,
Enoch DOi:1.AAI
nglneers,P,A,
Joe E. Godwin Sr., P.E., P.L.S. Consulting Engineers & Surveyors S E P 0 5 2019 Phone: [phone]
[phone]
Email: [e-mail] 1403 N.C. 50 South .I ,, , 1/ Fax: [phone]
Benson, NC 27504 Y l
September 4, 2019
NC DENR-Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: Quail Glen - Phase 4B
Trent:
Enclosed:
One original & one copy of Fast Track Application (FTA 04-16)
Application Fee ($480.00)
Form FTSE
USGS Topographic Map
Street level map
Quail Glen - Phase 4B is an 19 lot single family residential development phase located off of SR 2215
(Harnett Central Rd.), Angier, Harnett County, North Carolina. The phase will be served by an existing
gravity sewer outfall which is located along Neill's Creek along the western boundary of the property.
The entire Quail Glen section will have a total of 159 lots at full build out, with flow for the 19 lots in
Phase 4B being requested at this time.
After receipt of this information, if you have any questions or discussion, please call.
Respectfully,
Fleet Temple
Enoch Engineers, PA

9i'
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Pt t r
Application Number: (to be completed byDWR) 0EDIDWR�L
All items must be completed or the application will be returned t-
1. APPLICANT INFORMATION:
I. Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership C] Private&Owned Abilic"Ufility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: sward a harnett.or�
11. PROJECT INFORMATION:
I. Project name: Ouail Glen - Phase 4B
2. Application/Project status: ® Proposed (New Permit) ❑ 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_28' Longitude:-78_48'
5. Parcel ID (if applicable): 0652-93-2092.000
(or Parcel ID to closest downstream sewer)
PAY TO THE NC DEQ $"480.00
ORDER OF
Four Hundred Eighty and 00/100**"" ""< , ...«......+<« ....«,..«...<«.><...< .,..+.,..<.......<......<.<.+.<...... DOLLARS
FORM: FTA 04-I6 Page I of 5

SEP 05 2019
,0
-r..

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Nvki or, o; v;r,;Ier ;;n, a,,,, , s Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Quail Glenn —Phase 4B — 19 Lots
More than one FTSE may be required for a single project if the owner ofthe WWTP is not responsible 1br all pump
stations along the rotte of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett
b. WWTP Facility Permit #: NC002163
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
",
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
A11 flows are in MGD
7.5 MGD
2.60 MOD
1.20 MGD
1.008 MOD
1.129 MGD
0.539 MOD
0.113 MOD
0.287 MOD
0.190 MGD
5.554 MGD
1.475 MOD
0.941 MGD
2.423 MGD
0.715 MOD
0.007 MGD
6.690 MGD
2.014 MGD
1.054 MOD
2.717 MOD
0.905 MGD
89.20%.
Page I of 4
FTSE 06-I3

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)
Design
Pump
Average Daily
Approx.
Station
Firm
Flow**
Current Avg.
(Name or
Capacity, *
(Firm / pf),
Daily Flow,
Number)
MGD
MGD
MGD
SLS 2
0.170
0.068
0.031
SLS 4
0.700
0.280
0.158
SLS 10B
2.020
0.808
0.538
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.005
0.036
0.032
0.026
0.184
0.096
0.138
0.676
0.132
SLS 120 14.4 5.76 2.755 0.960 3.715 2.045
* 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.
**SLS #4 is planned to be upgraded to handle existing peaking factor.**
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
1I1. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
forni indicates acceptance of this wastewater flow.
Signing Off cial Signature
Date
Page 2 of 4
FFSE 06-13

Central Files: APS _ SWP T
9/16/2019
Permit Number WQ0041168 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
1.00
Individual
Primary Reviewer Permit Contact Affiliation
trent.allen
Coastal SWRule
Permitted Flow
6,840
Facility
Facility Name Major/Minor Region
Quail Glen - Phase 4B Minor Fayetteville
Location Address County
Harnett
Facility Contact Affiliation
Owner
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 27546111
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/16/2019 9/512019 9/16/2019 9/16/2019
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin