WQ0040336_Application (FTSE)_20180907

F
State
of Nurth Carolina
Department of Environntctital Quality
DWR
Division
of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPL ICATIOsN
Division of Water Resources
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: TU (to be compacted by DWK
All items must he comnleted or the annlication will be returned
f. APPLICANT INFORMATION:
I . Applicant's name: Town of Fuquay-Varina (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privalcly-Owced
Public thil ip
❑ Federal ❑ State/County ® MunicipaI ❑ Other
3. Signature authority's name: Jay T. Mevers per 15A_NCAC 0?T .W 06(b}
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City: Fuquati Varina State: NC Zip: 27526•
5. Applicant's contact information:
y,
Phone number: (9l9} 567-3911 Email Address: 'me ers [e-mail]
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H. PROJECT INFORMATION:
0
Project name: Sunset. Bluffs Phases I5 & 16
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9
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/Projecr
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'bn
If a modification, provide the existing permit number. IAIQ00 and issued date:
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Irnew construction but part of a master plan, provide the existing permit number. WQ00 ,_.y ,
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3. County where project is located: Wake
-,
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.625821 Longitude:-78,806218:
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5. Parcel ID (if applicable). 0658728946 (Wake County I'll`!}
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(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Russell Briggs License Number: NC 011889
Firm: B&F Consulting
Mailing address: 2805 Tobermnry Lane
City: Raleigh NC State: NC Zip: 27606
Phone num en __--= Lmail Address: E rums a.inc.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Numl}er: NC00 66516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
0
1. Permit Number(s): W V Downstream (Receiving) Sewer Size: 12 _ inch
System Wide Collection System Permitf Number(s) (if applicable): WQCS_QO [R3
Owner Name(s): TVWA D'f F01mr YOtPlw,
FORM: FTA 04-16 page I of 5

V1. GENERAL. REQUIREMENTS
1. Ifthe Applicant is a Privately -Owned Public Utility, has a Certificate ofPublic 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: DF.V) been attached
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Properly [owners' Association, has an Operational Arent (FOR NI: HOA) been attached?
[]Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Ivlotcis
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filler Backw'isli
❑ Businesses I offices I factories ❑ Nursing Home ❑ Other (Expinin in Attachment)
5. Nature of wastewater. 100 % Domestic/Corntnercial % Commercial
% Industrial (See I5A_NCAC 02-1-.0103(20))
&Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t)? $Yes ❑ No
D If yes, provide a copy of flow reduction apprnval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow N"
No. of Units
Flow
Residential (4 br)
300 gal/d.u.
29
8700 GPD
gal/
G1'D
gal/
GPD
gay
GPD
GPD
GPD
gal/
gal/
Tn1al
8700 GPD
a See 15A NCAC 02T .0114 d eKD and 2) for caveats to wastewater design flow rates (i.e., minimum flow pei
dwelling; proposed unknown non-residential development uses; public access facilities located near high Public use ai eas:
and residential property located south or east ofthe 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 021.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 8700 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. F'l'A 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (Ir Applicable) - 02T.0305 & MDC Gravit Seivcrs :
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
-- —r-
1078
C-900
8
1987
PVC
r- Section If & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section 111 contains information related to minimum slopes for gravity sewcr(s)
D Oversizing iines to meet minimum slope requirement is not allowed and a violation or the M t)C
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & M DC (Punta Stations/force Mai its):
COMPLETE FOR EACH PUMP STATION INCLUDED 1N THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _ Longitude: -
3. Design now or 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 (TDJI)
5. Summarize the force main to be permitted (for this f'ump Station):
%*.e (inches) Length (feet) Material
6. Power reliability in accordance with _15A NCAC 02'1'.0305(h)(I :
❑ Standby power source or pump with automatic activation and telemen-y - I5A NCAC 02T .0305(h)(1)(13)_
Required for all pump stations with an average daily now greater than or equal to 15,000 gallons per day
D Must he permanent to facility
at ifthe ptimp station lies an ave= age daily flow lest f tan 1 5.909 Sallofts per day,
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - t 5A NCAC 02T .0305(li)(1)(C):
t It shall be demonstrated to the Division that the portable source is owned or contracted by Ilse applicant (draft aly-cement)
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(f)):
I, Does the project comply with all separations found in 15A NCAC 02T.0305 & f-- Yus ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systems i
Setback Pan, metes"
Separation Required
Storm sewers and other utilities not listed below vertical)
24 inches
Water mains vertical -water over sewer including in beatched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over scwcr
2 feet
*"Any private or public water supply source, includingany wells, W5-1 waters of Class I or
Class II impounded reservoirs used as a source of drh&n = water
100 feet
*"Waters classified WS (except WS-1 or WS-V), B, 5A, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 fee:
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 fee;
Any buildin = foundation
5 feet
Any basement
10 fee:
Top slope of embankment or cuts of 2 feet or more veil ical height
10 fee:
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth ode vertical
36inches
> 15A NCAC 02T.0305 el contains alternatives where separations in 02T.D30 cannot be achieved.
�- **Stream classifications can be identified using the Division's NC Surface Water Classifications weh ji=
If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) I Yes ❑ No
y See the Division's draft separation requirements for situations where separation cannot be meet
Z 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 0213.0200" © Yes ❑ ivo
> This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Carlifications? 0 Yes ❑ No
• Welland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
• Informal ion can be obtained from the 401 & Buffer Permittin Branch
5. Does project comply with 15A NCAC 02T.0105(c)(G) (additional permits/certifications)? 9 Yes ❑too
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, stormwater management plans, etc.).
6. Does this project include any sewer coliection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sr�4c,
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
[:]Yes © No
D If yes, include an attachment with details for cash line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the periuiItee or its representative at least once every six-monttis:ind iuspee i imix
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-10 Nags, cif -.

' X. CERTIFICATIONS:
L Does the submitted system comply with 15A NCAC 02T, the Minimum Desi np Criteria for the ['ermitlin of Pon 5t.�l.i���.=,
and Force Mains (latest version), and the Gr,_-rav_ity, Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
IFNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting docuuieiatr: tier
review. Aporoval of the request is re uired orior to submittal of the Fast Track Application and supporthip documents.
2. Professional Engineer's Certification:
I, — .-... - _ _ _ _ attest that this application for
(Professional Engineer's name from Application Item II1,L)
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 .o tae best of my knowledge. I further, attest that to the be5i
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Seaver
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for (fie Fast --Track Permitting
of Pump Stations and Force Mains (latest version), Ahhough othev professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed th s material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215,6H, any person who knowingly makes any take
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which ;11av
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:
d
3, Applicant's Certification per 15A NCAC 02T .0106(b):
I, . may / WC, b� tG �� tT� e5 I�attest that this applicat on f�sr
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 parrs 01
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 understated that any discharge of wastewalei firom 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 RCSOLINCS shOnld a cunditiun
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
rLILtCus'.d to lilt, -,Is
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 misdemew ur, which )nay
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signature: _ — -- bate:
FORM, FTA 04-16 page 5 ot's

State of North Carolina:AW
Department of Environment and Natural Resources
rDivision of Water Quality
-mac Flow TraeldnglAcceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which Dow is being requested: Sunset Bluffs, Phase 15 and 16
More than one ! 1'SE inay be required for a single project if the owner oJ7he WWTP is not responsible for aNlnunip
stations along the route of the propused waste,vater 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 4. NC0066516
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.511
e. WWTP facility's actual avg. flow 0.702
f. Total flow for this specific request 0.009
g. Total actual and obligated flows to the facility 1.222
h. Percent of permitted flow used 40.7%
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)
(B)
(C)
(D)-(B*C)
(C)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
fatal Current
Station
Finn
FIow**
Current Avg.
Tributary
Plow I'lus
(Name or
capacity,*
(Finn 1 pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capaeily***
Basal0-11
1.200
0.480
0,071
0.069
0.140
0.340
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can he achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by at peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall he attached for each pump station located
between the project connection point and the VM'TP where the Available Capacity is -< 0.
Page 1 of 6
R—Si," 06-13

Certificasion 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 perfoitned 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 1I
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
g ffici Signature
late
Page 2 oF6
FTSE D6-13

State 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
Subject -
Dear Mr. Allway:
(i to
NCDENPw
NORTH CAROI-INA DEPARTM[Nr OF
ENVIRONMENT AND NATURAL, Rr-f OUR -I-. :
t4I)'i 0 e, 2:U
To= d FW "v-Vary
Town of )~uquay-Varina
Flow Reduction Approval
Wake County
On September 10, 2001, the Division of Rater Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwel'ings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for thcse
dwellines.
The information provided water use information for 2000 and actual daily waste water flow record--Lgs
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that ar e
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(1)(3).
Rased 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 presen-L, bur 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 GPf,. Ruuargjess
of the adjusted_ design -daily wastewater flow rate. .at„no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDU permit for the treatment facility or exceed the capacity of the sewers
downstream of new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previousIX permitted projects (indicateyermit number, gEgi ctnnme, tt ittesW
under redact on andthe difference_between them), if you have any questions or comments regarding this
matter. please contact Marie Doklovic at [phone] ext. 371.
S ince
C'
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]&1,8
An Equal Opportuniry Affirmative Action Employer 50% recycled/10% post-consorner paper

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SUNSET BLUFFS
PHASES 15116
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