WQ0040818_Application (FTSE)_20190315

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SENVER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 4 0 0 � 0 (1, be completed by DWtt)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fu ua -Varina NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ PrivateIy-Owned Public Utility
❑ Federal ❑ State?County ® Municipal ❑ Other
3. Signature authority's name: Jay T. Meyers. PE per 15A NCAC 02T .0106(b3
Title: Public Utilities Director
4. Applicant's mailing address: 401 OId Hone cutt Road
City: Fu ua -Varina State: NC Zip: 27626
5. Applicant's contact information:
d)
Phone number: 919) 567-3911 Email Address: jme ers -,fuvuav-yarina.or� p
II. PROJECT INFORMATION: E C
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1. Project name: The Village at Lake Wheeler Phase 1 •� ..� �
2. Application/Project status:Proposed
(New Permit} Existing Permit/Project � �_- .d
If a modification, provide the existing permit number: WQ00 and issued date: c�a�gi
If new construction but part of a master plan, provide the existing permit number: WQOQ U l
3. County where project is located: Wake Z
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6656` Longitude:-78.715906'
5. Parcel ID (if applicable): 068947-0903 0689-36-6682 0689-37-8090 0689-46-1609
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark Ashness PE License Number: 18894
Firm: CE Group. Inc
Mailing address: 301 Glenwood Ave.. Suite 220
City: Raleigh State: NC Zip: 27603-_
Phone number: 919 367-8790 Email Address. mark ce rou inc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC000066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SENVER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0040650 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection S stem Permit Number(s)( if applicable): WQCS 00 S Cl
Owner Name(s):. _
FORM: FTA 04-16 Page 1 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [:]No ®NIA
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement FORM: HOA been attached?
❑ Yes ❑No ®NSA
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 I preschool / day care ❑ Medical 1 dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
El Swimming Pool/Filter Backwash
❑ Businesses l offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _ % Commercial
°o Industrial (See 15A NCAC 02T .0103(20))
Its there a Pretreatment Program in effect? ❑ Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)7 ® Yes ❑ No
➢ If Ves, Rrovide a CORV of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T� 0. 1140
Daily Design Flow 0
No, of Units
Flow
Residential - 4 Bedroom
300 gal/day
56
16,800 GAD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
16,800 GPD
a See 15A NCAC 02T .0114(b). (d). (e)f 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 16,800 GPD (per 15A NCAC, 02T .0114}
➢ 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):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SENVER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
748
DIP
8
2,901
SDR 35 PVC
8
1,407
C900 PVC
➢ Section Il & 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(h)(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)(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.
D 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

.IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0305(f) & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes [:]No
Setback Parameter*
Seraration 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
i Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-Y), 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
My basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drains e systems and interceptor drains
5 feet
_Lkpy swimmin ools
10 feet
Final earth wade vertical 36 inches
➢ 15A_N_CAC 02T.0305(g) contains alternatives where separations in 02T.0305(() cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ 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 ❑ MA
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(61(additional permits/certifications)? ® Yes ❑ No
Per 15A 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, stormwater 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 ❑ NIA
➢ 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

• X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (Iatest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the VarianceiAlternative 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 supportine documents.
2. Professional Engineer's Certification:
I,
s name from Application Item III.1.)
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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class kimisdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violatioW.
North Carolina Professional Engineer's seal, signature, and date:
3. AppIicant's Certification per 15A NCAC 02T .0106(b):
Yt 170 + c- 0 111,-e
it attest that this application for
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
Us application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Q*Mv/-� Date: It Is L arc� L
/ I r F /
FORM: FTA 04-16 Page 5 of 5

OF W ATF9 State of North Carolina
Department of Environment and Natural Resources
cry r Division of Water Quality
o Y Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: Village at lake Wheeler Phase 1
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: Terrible Creek WWTP
b. WWTP Facility Permit #: NCO066516
All flows are in MGD
c. WWTP facility's permitted flow
3.000
d. Estimated obligated flow not yet tributary to the WWTP
0.911
e. WWTP facility's actual avg. flow
1.150
f. Total flow for this specific request
0.017
�
g. Total actual and obligated flows to the facility
2.061
}i
h. Percent of permitted flow used
68.7%
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II. Complete this section for each pump station you are responsible for along the route of
ticlfi
proposed wastewater flow.
z
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,* (Finn/ pt),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
Trilogy
_T.....v.-_ram_ _ 0.353 0.141
0.000
0.017
0.017
0.124
Mills
D.. ..L 0.504 0.202
0.I34
0.043
0.177
0.025
Middle
0.720 0.288
0.136
0.043
0.179
0.109
* 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 (pi) 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.
r�
Page 1 of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director
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 of this wastewater flow.
q 4are- tL I?
Date
Page 2 of 6
FTSE 06-13

btate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
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NCDENR,-
NORTH CAROLINA DEPARTMENT OF u
ENVIRONMENT AND NATURAL RESOURCI
t4rj' 0 8 22-001
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Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10.2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(I)(3).
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES Permit for the'treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate ermit number, eroject Hamer permitted fi_ow,.new flow
under reduction and the difference beiween them). If you have any questions or comments regarding this
matter, please contact Marie Doldovic at [phone] ext. 371.
S ince
C' /
f' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh. North Carolina 27699-1617 Telephone [phone] Fax [phone]
ar
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

VICINITY MAP
NTS

PROJECT NARRATIVE
The proposed The Village at Lake Wheeler is a single-family residential project located
on a +/- 41.12 acre tract located off Lake Wheeler Road within the Town limits of
Fuquay-Varina. The proposed development will consist of the construction of 106
single-family units that will include 3-bedroom homes. This permit is for all of the
proposed sewer mains but only a portion of the ultimate required flow rate. The proposed
first phase consisting of 56 units for an overall flow rate of 16,800 gpd is the initial
requests. A permit modification will be submitted at a later time for the remaining units
and flow rate. The proposed gravity sewer mains in this development will connect to the
previously approved Trilogy Farm Pump Station WQ#0040650.
Ti ,DePtofpnvironmentalQaaiity
g�tleigb Re11Onal Off ice

TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall. [e-mail]
Transmittals
DATE: 3114/19
PROJECT NO: 139-05
The Village at Lake Wheeler
Fuquay-Varina, NC
Quantity
Drawing No.
Description
ca
2 ea
Original 1 Copy
NCDENR DQW Fast -Track Application (FTA 04116)
a
1
Original
Flow Tracking 1 Acceptance (FTSE-04116)
1
Copy
Project Narrative
1
Original
USGS Map
w
I
Check
Permit Review Fee $480.00 — Check #10664
o
�p
1
Copy
Location Map
1
Copy
Flow Reduction Letter
REMARKS Please let us know if you require any additional information.