WQ0040678_Application (FTSE)_20190122

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
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 15A 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 1)2T .0300, Division nolicies and good engineering 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 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (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):
➢ Projects that require an environmental assessment in accordance with 15A NCAC l C .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);
➢ Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all requited 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 Fetter (Required for All Application Packages):
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
➢ 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 file amount of$480.00 dated within 90 days of application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
1). Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
❑ Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may he made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North -Carolina Secretary 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 die Register of
Deeds in the county of business.
❑ The Project Name in Item IL 1 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 .0106 b .
Per 15A NCAC 027' .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 Pagel of3

I;. blow Tracking/Acceptance Dorm (Form: FTSC 04-16) (If Applicable):
❑ Submit the completed and executed FTSF form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D 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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of project -specific FTSE.
F. Site Maps (All Application Packages):
❑ Submit an 8.5-inch x t 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include a street level map showing general project area.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within [lie permit the Applicant would Iike 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 .0305(h)(1), submit documentation of power reliability for pumping stations.
D 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."
D If file 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 it multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115 a 1 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
Cl 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/PropertyOwners' Associations
❑ Per 15A NCAC 02T .01 I5(c), submit the properly executed Operational Aere_ement (FORM_ HOA).
❑ Per 15A NCAC 02T .0115(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 die properly executed Onerational Agreement (FORM: DEW
For snore information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-I6 & SUPPORTING DOCUMBN'lWHON Page 2 of

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE -
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 296ASOO
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Reaional Office
226 Green Street Suite 714
Anson, Bladen, Cumberland, Harnelt, 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]
Slanly, 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
Wilmin ton Re tonal Office
127 Cardinal Drive Extension
Brunswick, Carterel, Columbus, Duplln, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional „Off lco
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality, Section
Suite 300
Davis, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM, FTA 04.16 & SUPPORTING DOCUMIIN'TA-110N Page 3 oF3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division at Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: A 0 (p� (to be comptated by DWR)
All items must be completed or the application will he returned
I. APPLICANT INFORMATION:
I . Applicant's name: Town of Fuauay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type. ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stale/County ® Municipal ❑ Other
3. Signature authority's name: Jay T. Meyers, per.i SA NCAC 02T .0I 06(b)
Title: Public Utilites Director
4. Applicant's mailing address: 401 Old Honeycutt itnad NC Dept of fins
City: Euqunv-Varinfl State: NC Zip: 27526- _ rron►nental Quality
5. Applicant's contact information:
i
Phone number. 19 567-3911 Email Address: 'me ers fu ua - arina or
11. PROJE CT INFORMATION: Ralelgll Regional Of
1. Project name: Sunset Bluffs Phase i
2. Application/Projcct status: ® Proposed (Nc%v Permit) ❑ Existing Pennit/Projwt
If modification, provide the existing permit number: WQ00 and issued date: _-_. NC Dept of Environmental Quality
If new construction but part of a master plan, provide the existing permit number: WQ00�
3. County where project is located: Waite BAN 2019 #
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.623808° Longitude:-78,806333`"
5. Parcel ID (if applicable): 0658728946 (Wake CountyPINl Raleigh Regional Office
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Russell Briggs License Number: NC 011889
Firm: B&F Consulting
Mailing address: 2805 Toberrnga Lane
City: Raleigh State: NC Zip: 27606-_
Phone number: (" 618-0180 Email Address: tvssell.brieesRbundfconsultine.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: _
t
1. Facility Name: Terrible Creek W TP Permit Number: N 000 665I6
Owner Name: Town of Fliquay-Varinili
V. RECEIVING DOWNSTREAM SEWER INTOILMATION (if different than WWTF): j
1. Permit Number(s): WQ
System Wide Collection System Permit Numbcr(s) (if applicable): WQCSOJO IS
Owner Name(s): '£own of Fuquav-Varina
FORM: FTA 04-16 Pagel 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 ®NIA
2. If the Applicant is it Developer of lots to be sold, has a Developer's O erational A reement FORM: DGV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Rome/Pr a Owners' Association has an Operational A preement ORM: HOA been attached?
❑ Yes ❑No ®NIA
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/Filtcr Backwash
❑ Businesses I offices I factories
❑ Nursing, Home ❑ Other ((explain in A(tachrrreut)
5. Nature of wastewater: 100 % Domestic/Commercial __.. °/, Commercial
% Industrial See 15A NCAC 02T .0103 20 )
�his there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 1407 ® Yes ❑ No
D If Yes, nrovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f11
Daily Design Flaw 00
No. of Units
Flow
Residential (4 br)
300 gal/d.u.
28
8400 GPD
gnu
GPD
gall
GPD
gal/
GPD
gall
GPD
gaV
1'nra!
GPD
8400 GPD
a See 15A NCAC 02T A114(b)(d),(e)(1) and (c)(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 021'.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8400 GPD (per 15A NCAC 02'r .0 i 14
D 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

Vli. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Grstvtty Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
His
543
PVC
8"
1584
C900
D Section II & III ofthe 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 nice( minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pumn StationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIIIS PROSE CT
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 (TD11)
5. Summarize the force maim to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material j
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - I SA NCAC 021'.0305(h)(1)(13):
D Required for all pump stations Willi 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 - 1SA 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 timefiames, shall be provided
in the raise of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (62B .0200 & 15A NCAC OZT .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &(g)
➢ 15A NCAC 02T.0305(f) contains minimum senarntinna hint chall hr nrnvirawd fur
® Yes ❑ No
Setback Parameter*
Se aration 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 it source ofdrinkinp water
100 feel
"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 feet or more vertical height
10 feet
Drainage systems and interce tar drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
Z NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fi cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface MLater Classifications web a e
➢ If noncompliance with 02T.43ti5ffj orb), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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
D 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 I SA NCAC 02B 0200? ® Yes ❑ No
A This would include Trout Buffered Streams per I5A 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 dial impact wetlands or surface waters
➢ Information can be obtained fi•om the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105c (additional perniits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(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 I SA hKAC 02T,0402."high-priority sewce, means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned par.alleI 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 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with Sl A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and )Force Mains (latest version!. and the Gravity Sewer Minimum DccigWCdteria (latest version) as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Annroval of the rettt�est is_renuired prior to submittal of the Fast Track Annlicalion and supporting documents.,
2. Professional Engineer's Certification:
name from Application Item 111.1
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 Perrnitting
ofPump 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;
3. Applicant's Certification per ISA NCAC 02T .0106(b):
?vbliG (/rl�1�a*�i%S ztr, attest that this application for
& titre from AmUcation Item I.3.1
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 etiminal prosecution. 1 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
incompletc.
NOTE - In accordance with General Statutes 1 3-215 A and L43-215.6B 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.
FORM: FTA 04-16 Page 5 of 5

,State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Traeldng/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town ofFuguay-Varina
Project Name for which flow is being requested. Sunset Bluffs, Phase 17
More than one ME may be requ red for a single project rf the owner of the WWTP is not responsible for all pimp
.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 #: NC0066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
c. WWTP facility's actual avg, flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
AlI lows are in MGD
3.000
0900
l J 42
0.008
2.050
68.3%
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)
Design
Pump
Average Daily
Station
Firm
Flow"
(Name or
Capacity,*
(Firm / po,
Number)
MGD
MGD
Basal
1.200
0.480
(B)
(C)
(D)=(13+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***
0.071
0.080
0.151
0.329
* 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

Certification Statement:
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. 'Phis 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.
?
Si ing fcial Sig Lure Dale
Page 2 of 6
FTSE 06-13

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:
IT A 0 a
NCD
DMoR
ENVIRONMENT AND NATURAL RESOURGE5
malt Vaw
Town of Fuquay-Vadna
Flow Reduction Approval
Waite 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(l)(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 dill note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adjusted desin daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
li its defined in the Town's NP'DES permit for tktreatment.facility or exceed the ca ac'ty 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 perruit number, project nameLRermitted flgw, new dory
tinder red ctio uqd the difference between, them), if you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since ,
L'
Gregory 1. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

SCALE 1.24 000
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FUQUAY-VARINA, NC
2016
NORTH CAROLINA-WAKE CO.
7.5-MINUTE SERIES
USGS QUAD MAP
SUNSET BLUFFS
PHASE 17
SUBDIVISION AREA

Department of Environment T'T
and Natural Resources 1
Division of Water Quality
IL
Michael F. Easley, Governor
William G. Ross Jr., Secretary NC ENR
Gregory J. Thorpe, Ph.D., Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 7, 2001
,VIr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
Dear Mr. AIlway:
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 fEo%v 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(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 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 27I GPD. Regardless
of the adi seed 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 anv 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, project name, permitted flow, new flow
under reduction and the difference between them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at (9l9)733-5083 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 Telephone [phone] Fax [phone]=48
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B&F CONSULTING
RUSSELL B R 1 G G S, P. E. 9 1 9. G 1 8. 0 1 8 0
AMBER F A R R E L L Y, P. E. 9 1 9. 3 8 9. 8 1 0 2
LETTER OF TRANSMITTAL SHEET
lu I ROM
NCDEQ-DWR Amber Farrelly
l.01%11' INY l] VI I
f 1st Track Sewer Application 1 /22/2019
1I)l7RIaS PI Il1Nl. NL NMI N
3800 Barrett Drive 919-791 -4200
HI:
Sunset Bluffs Phase 17 lust Track Sewer Application
O URGENT iJ FOR :1PPlu)V 11. ❑ PI.F.ASF. Ithrl"(`.LI?
No FSXOKINIKXIS: -111I \C URE. I N( 1.0',1A) IS (.()NSII)I ltl I) Pltl I IMIN ERN L NLI SS SI AI.1 1) 0111E IM IS]
Please find attached the requested forms and documentation for last Track Sewer Extension
Application as it pertains to the approved project entitled: Sunset Bluffs Phase 17 (Subdivision).
Project Narrative_ The proposed sewer is necessary to pro-6de public sewer service through
the above named property to sennce 28 residential units along an extension of internal roadway
for adjacent approved phases to tie into the existing adjacent subdivision. "1be existing sewerline
will be extended through die public roadway right of way for service purposes.
Please find attached the following items for Sewer 17xtcnsion Systems Extension Review
• Two copies of plan sets for reN iew
• One original of the Fast Track Sewer System Extension Application
• One original of the F low'fracking/Acceptaance for Sewer Extension Permit App.
• One USGS Quad slap for the project area
• One NRCS Soil Report and Map for the project arch
• Copy of all items fisted above on attached CD in .pdf format
• A check in the amount of $480.00 to NCDEQ-DWR
Please let me know if you need anything further
Thank you,
Amber Farrdy, P.E.
ambcr.farrelk R,bandfconSLI1611g.Com
919-389-8102
2805 TOBERMORY LANE - RALEIGH. NC 27606