WQ0041148_Application (FTSE)_20190829

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State of North Carolina
Department of Environmental Quality
DWR
Division of Water Resources
Division of Water Resources I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application N umber: ��� be - ` ' 7C 4
—(to completed by
DWR) f
All items must be completed or the aplDlication will be returned P°' / •�
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fu ua Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑Partnership
General Partnershi p
t V
Privately- )tivned Public Utility
❑ Federal ❑ State/County ® Municipal
❑ Other
3. Signature authority's name: Jav'r. Mevers P.E. per i5A CAC 0?T .0I06fb
Title: Public Utilities Director
4. Applicant's mailing address: 128 South Main Street
City: Fuguav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (919) 552-3§34 Email Address: 'tne erg fu ua-varina.nr
11. PROJECT INFORMATION:
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I. Project name: Trilogy Farm
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2. Application/Project status: ®Proposed (New Permit ❑ Existing Permit/Project
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Ifa modification, provide the existing permit number: WQ00 and issued date:
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tfnew construction but pan of a master plan, provide the existing permit number. WQ00_
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3. County where project is located: Wake
_
4. Approximate Coordinates Degrees): Decimal'
{ Latitude: 35.669975 Longitude:-78.709875-
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5. Parcel ID (ifapplicable):
Parcel
�- 2
(or ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
U
L Professional Engineer: Michael L. StewartLicense Number. 22024
Firm: Stewart -Proctor
Mailing address: 319 Chapanoke Road
City: Raleigh State: NC Zip: 27603-
Phone number: 9!9 779-1855 Email Address: stewnr e(n}aol.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creel: Wastewater Treatment Plant
Permit Number: NC
O►%ier Name: Town of Fu ua Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (irdifferent than WWTF):
I. Permit Number(s): WQ40650 Downstream (Receiving) Sewer Size: 8 inch
S siem Wide Collection S ystent Permit Numbe s if a licaMie : WQCS00193
Owner Name(s): Town of Fuauay-Varina
FORM: FTA 04-16
Page I of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes []No EtN/A
2. If the Applicant is a Developer of lots to be sold, has a Develo eCs O seraliunal A vreemenE FORM; DIM been attached?
❑ Yes []No /ON/A
3. If the Applicant is a Home /Pra erty Oti4ners' Association. has an O erational rORreenieitt FORhri: I lOA been attached?
❑ Yes ❑No [;J'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 1 veterinary facilities ❑ Swimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories o ❑ Swimming Pool/Filter Backwash
❑ Nutsina Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial 90 Commercial
% Industrial ee 15A 1VCAC 02'I' .01t)3 20�)
—GIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T 0114ff1? 0 Yes ❑ No
r If ves, provide a coav of flow reduction aonrovnl letter
Summarize wastewater generated by project:
Establishment Type (sec OZT.0i 14{� Daily Design Flow a�b
60 Residential Lots Phase 1 300 gal/per lot
ball
gall
gall
gal/
gat/
No. of Units
60
Flow
18,000 GPD
GPD
GPD
GPD
GPD
GPD
Total
18,000 GPD
a See 15A NCAC 02T .0! IA b d1 el I 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(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.
Wastewater generated by project i 8.000 GPD (per I �A NCAC 02T .11 l l4
r Do not include fixture 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.
VIII
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 8,271 PVC
);, Section lI & nil 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)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T�0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 A N17Af, 02T .0305 h
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
1W 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 XQ:
D 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(i)):
1. Does the project comply with all separations found in 15A NCAC 02 T .0305 (n & (g]
➢ 15A NCAC. 02T.0305 contains minimum separations that shall be provided for sewers stems:
2 Yes ❑ No
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 11 impounded reservoirs used as a source of drinking water
L00 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 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.0305fg) contains alternatives where separations in 02T.0305tt cannot be achieved.
➢ **Stream classifications can be identified using the Division's MCC $M face Water ClassiFwatiuns wrbau
➢ If noncompliance with 02Z'!'_0305f fJ q ( &I see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes [:]No ❑ N/A
➢ Seethe 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 l5A 'NCAC 0213 .=0? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per I SA NCAC 28.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 4QL & Bu fcr Prrmitting Branch
5. Does project comply with 15A N ]AC ?T_0I05 c 6j (additional permits/certifications)? 10 Yes ❑ No
Per 15A_NCAC 02T_q l05{ck6), 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 I SA 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 9 No ❑ N/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 Page 4 of 5

,IL
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02L the Minimum Design Criteria for the Permitting of pum Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
0 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the re nest is re uired prior to submittal of the Fast Track Aipplication and supporting
documents.
2. Professional Engineer's Certification:
l ' L R attest 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 I43-215.6A 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 S 10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Certification per 15A NCAC 02T .0106(b):
that this application for
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 civil penalties up to $23,000 per violation.
Date: v {
FORM: FTA 04-16
Page 5 of 5

r =OF W A rF/?Q State of North Carolina
�O G Department of Environment and Natural Resources
j Division of Water Quality
to Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Trilolo y Farms Subdivision - Phase I
More than one FTSE may be required for a single project if the owner of the IVIYTP is not responsible for all pump
stations along the route ofthe proposed wastewaterJloi
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP Z
b. WWTP Facility Permit 4: NC0066516
All flo►vs are in MGD
c. WWTP facility's permitted flow 3.000
�
d. Estimated obligated flow not yet tributary to the WWTP 0.779
N
e. WWTP facility's actual avg. flow 1.353 ''
Cn+
f. Total flow for this specific request 0.018 w
CM
g. Total actual and obligated flows to the facility 2.150 a
h. Percent of permitted flow used 71.7%
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)
Design
Pump
Average Daily
Station
Firm
FIow**
(Name or
Capacity,*
(Firm I po,
Number)
MGD
MGD
Mills
0.504
0,20'2
Middle
r•. i.
_ 0.720
0.288
(Q)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0.134
0.044
0.178
0.024
0.136
0,044
0.180
0.108
* 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.
Page 1 of 6
FTSE 06-13

W
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.
Page 2 of 6
FTSE 06-13

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State nf' North Carolina
Department of Environment P 1 19 2019
and Natural Resources N.C.Nwj
Division of Water Quality IUcigh Regional Off,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director NC ENR'I�
N(fT" CAROUNA DEPARTMENT OF
ENVFRONMENT AND NAMRAI- RESOURCES
November 7, 200I
Mr. Michael A. AlIway, Assistant Town Mlanaaer
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
ZIDEI IM
if4=tI1 Val
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September I0. 2001, the Division of Water Quality Non Discharge Permitting
flow reduction request for future and present, but not yet tributary, -family Unit received your
Fuquay-Varina_ The letter requests approval of a residential flow single
ule family GPD/n si in the
Town of these
dwellings.of 220
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(1)(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 he extensions and present, but not yet tributary Varina• The Division did note that the average flow per residence in February 2000 projectsfor
271 GPD. Regardless
of the ad"usted design daily wastewater flow rate_ at inn r;. _ rk_pr .L_
downstream of an new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, pro'ect naM_"ermitted flow, new flow
under reducti nand the difference b_et_weem them), if you have any questions Or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since
C'
' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer Telephone [phone]$3 Fax 919-7I5-6048
509e rerycled/109b post -consumer nanrr

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AUG 2 9 2019
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Cover Letter — Trilogy Farm
The purpose of this application submittal is to permit sewer for Trilogy Farm
residential development.
Items included in application package:
1. FTA 04-16 Fast Track Sewer System Extension Application
2. Check $480.00
3. FTSE 10-18 Flow Tracking/Acceptance for Sewer Application
4. 8.511)x I P USGS colored copy
5. Aerial map of site.
NC Dept of Environmental Quality
AUG 2 9 2019
Raleigh Regional Office