WQ0041838_Application (FTSE)_20200716

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. Jf q 00 Yr 13OZ) (to he completed by DWR)
All items roust he cum leted or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: 1'own of Fuyuay-Varina (company, municipality, 110A, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Lay T. Meyers. PE per 13A NCAC 021 _{1106(h}
Title: Public Utilities Director
4. Applicant's mailing address: 134 N Main St.
City: Fuquay-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (2L9) 567-3911 Email Address: nee rs'rr ay-vari_n ,in
—01,14fep& g[r)
❑ Privately -Owned Public Utility
❑ Other
If. PROJECT INFORMATION:
1. Project name: Ascend Varina Gateway
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQOONrA and issued date: NIA
If new construction but part of master plan, provide the existing permit number: WQ000
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6500-' Longitude:-78.8128
5. Parcel ID (if applicable). 0658513119
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Tucker McKenzie PE License Number: 44527
Firm: WithersRavenel Inc.
Mailing address: 115 MacKenan Drive
City: Cyr r State: NC Zip: 27511-_
Phone number: 919) 469-3340 Email Address: tincken/icnwithcrsravenel.cntn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: terrible Crock WWTP Permit Number: NCefO066516
Owner Name: Mown nl'Ly qua-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0040523 Downstream (Receiving) Sewer Size: 10 inch
System Wide COIlection System Permit Nut nberU il'aplrlic lble : WQCSO0193
Owner Name(s): lawn of huyuav-Varina
FORM: FTA 04-16 Page 1 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 a Developer of lots to be sold, has a Devclo er's C?pernlinnal Agrccmen[ [FORNL DEiVi been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a I_Iaune/Property Owners' Association l�_ui_Ctperational greement Bolt: I10A 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 l dental! veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
El Businesses /offices /factories ❑ Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (ticc 13A NCAC 02''I' .(1.!01GN)
I 7A Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. 11as a flow reduction been approved under 13A.NC.AC.02'i' A U1 Q? ❑ Yes ® No
D If ves, rovide a co v of floe' reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow',b
No. or Units
Flow
Multi -family l R 2 Bedromm Units
240 gal/bdrm
240
57,600 GPD
Multi -family 3 Bedroom Units
360 gal/bdrm
24
14,400 GPD
MF Amenity
100 gal/1000sf
2,200
220 GPD
Mixed Use Bldgs
100 gal/1000
14,070
1,407 GPD
gal/
GPD
gal/
GPD
Total
73,627 GPD
a See I iA NCAC 02'I' .[}i 14 i( WL�001L �) ) 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 .0I 14(c), design flow rates for establishments not identified (in table I JA NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 73,627 GPD (per I5A NCAC 02 I' M1 14)
t 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: I'"I A 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -112 I' 11305 & NJ J)C (Cravit% Sewera:
I_ Summarize gravity sewer to be permitted;
Size (inches) Length (feet) Material
8 1,650 PVC
t Section fI & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewcr(s)
Z Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable)--112"I` . 3w; & -i IlC_{f'uut1� yt,itihnti�l.urcc tit;twsl:
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) I Length (feel) I Material
6. Power reliability in accordance with I5A W Al: 03
❑ 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
D 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)(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 stalions' 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 — (0213.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02 1' .D- 0. t L- � ®Yes [--]No
i 15A NCAC 02T.0305() contains minimum-a-mr-itlnns thm Aid ho ,..,.,,11..14 r,
Setback Parameter*
Separation Required
Stone 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 II impounded reservoirs used as a source of drinking water
100 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 slo a of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools
10 feel
Final earth grade(vertical)_36
inches
D 15A NCAC 02T.0305(g contains alternatives where separations in 02'1'.0;05�,ff) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Willer Classi(ication, WehlLa3e
If noncompliance with 02T.0305(f) or Lqh see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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 setbacks found in the river basin rules per ISA NCAC" 0213 .n200? ❑ Yes ❑ No ® N.-'A
D This would include Trout Buffered Streams per 15A NCAC 213A202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Iturlcr Itcrntitting Branch
5. Does project comply with 15A NCAC 021.0 I t. i(c)1j�)) (additional permits/certifications)? ® Yes [-]No
Per ISA NCAC 021.0105((f,}, 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 021'.1)402, "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 ❑ N'A
D 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 permittecor its representative at least once every six -months and Inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitce's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of

Docu&gn Envelope ID: 93EEB65E-A110-483C-937E-GG540E0eA22D
X. CE;RTIFICATiON5:
Does the submitted system comply with I i 1 \t 1t 11, 1, the \linunum De,itru i nlctl.t I,4+1 life I'cl.rttlttina,+I I1l1llll1 Slalgm+♦
(:hw';t %4n"wst3, and the( ire+ its Se%%%:r m imnittlp I itctla [l,ttctil %el,t+m as applicable?
®Yes No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. 1 t naval of tfte re ucsl is re uirrd orior U+ cultnntta) tic the Fast I rack % policalian and.tiu 11 mrtin . dncu+a ell I.,..
2. Professional Engincer's Certification:
Tucker Mckenzie attest that this
application for
(Professional Engineer's name from Application Item Ill. I.)
has been reviewed by me and is accurate, complete and consistent with the informutiun 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
fur 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 propuscd design.
[VOTE 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 v
„"eosan,a,
North Carolina Professional Engineer's seal, signature, and dale:
a�a°H CAiwJ'°°°°
� ,•euas•„ [ J
�a.�S4,,.�aq,
G q�V , y
SEAL f e,
L; AQvotit,
°: 44527
CC,e'�C114���••,��"
°�'O°aoao»saso+e
3. Applicant's Certification per 15A NCAC 02T .0106(b)-.
:Z'w T b r_ e,f ? E,� i attest that this application for
r tS+Inaturc tulhtt It}'s name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if a!i required supporting documental=on and attachments are not included, this
application package is subject to being returned as incomplete. f 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 c;.vit 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 arc 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 L4,215,6A and I I ; 'I ; (JI, any person who knowingly makes any false
slalement, 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 $75,000 per violation.
Signature.
Date: Iq so) IIWW
FORM: FTA 04-16 Page 5 of 5

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'Resourccs 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 02'r 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 021'.030It, Di%ision nalicies and cued engineering„practices.
While no upfront engineering design documents arc 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 11 .-1 NC kC [)21_tE_;0; 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):
D Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
Y Projects that involve a variance from the requirements of I SA NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
1r STEP or simplex grinder pumps connecting to pressurized systems (c.g_ force mains);
D Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required 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 Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
D 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 (Ali New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
1r if necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Typc in Item 1.2 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 the Register of
Deeds in the county of business.
❑ The Project Name in Item H.I 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, scaled and dated by a North
Carolina licensed Prntossional Fn ginecr.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 021' .0106(LI).
Per 15A NCAC 02T .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: 171A 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) or Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D 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(al. — --
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 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 (aerial) showing general project area so that Division staff can easily locate it in the field.
C. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like 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 1 iA NCAC 02'1' .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 1 SA 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."
➢ 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per I5A NCAC 02T .01 1 i :(i)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Canimissiun demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Com mission's Waler and Se%vur Division Public Siaff 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 tots to be sold):
❑ Flomell'ro erty Owners' Associations
p Per ISA NCAC U2'i .01 I>LL), submit the properly executed ON
r,ni2nal Akrectife tiF It (71Z�11: f.lt)f1).
❑ Per 15A NCAC 02T .01 15(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 the properly executed Qper itioiud Agreement (1:0104: Dim.
For more information, visit the Divisions collection systems website
INSTRUCTIONS FOR FORM: F I'A 04-16 & SUPPORTING DOCUMENTATION Page 2 of

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION
AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE -
REGIONAL OFFICE ADDRESS
I COUNTIES SERVED
Asheville Regional Office 2096 US Highway 70
Water Quality Section Swannanoa, North Carolina 28778
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714
Water Quality Section Fayetteville, North Carolina 28301-5094
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue
Water Quality Section Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba, Cleveland
[phone]
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
[phone] Fax
Raleigh Regional Office
Water Quality Section
Washington Regional Office
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional O_ft
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Chatham, Durham, Edgecombe, Franklin.
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Curriluck, Dare, Gates, Greene, Hertford, Hyde
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR DORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

�OF WATFR� State of North Carolina
`p G Department of Environment and Natural Resources
jr Division of Water Quality
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: Ascend Varina Gateway
Afore than one FTSE may be required for a single project if the owner of the WH'TP is not responsible for all pump
stations along the route of the proposed wasteivater 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
A11 flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.872
e. WWTP facility's actual avg. flow 1.353
f Total flow for this specific request 0.035
g. Total actual and obligated flows to the facility 2.260
h. Percent of permitted flow used 75.3%
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:
Pump
Station
(Name or
Number)
Basal
(A)
Design
Average Daily
Firm Flow**
Capacity,' (Firm I pf),
MGD MGD
(B)
(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***
1.20 0.480 0.143 0.171
0.314 0.166
* 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.
Page 1 of 6
FTSE 06-13

Certification Statement:
I day 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.
ure
N 3+
Date
Page 2 of 6
F TSE 06-13

-0 WithersRavenet
No� Our People Your Success.
July 16, 2020
NCDepto'Environmental Qualm
JuL 16 2020
Raleigh
Regional Barrtt Office- Water Quality Section yak gh Regional Office
Raleigh, North Carolina 276og
RE: Ascend Varina Gateway- Fast -Track Sewer System Extension Application
WR Project No. 2i90447.0
To whom it may concern:
On behalf of DHIC - Varina Gateway, LLC, please find attached documentation in support of a Fast -Track
Application (FTA 04-i6) for the above referenced project. As noted in the application, this project will consist of
i,65o LF of 8-inch gravity sewer an o LF of 6-inch ravity s . All wastewater generated will be treated at the
Terrible Creek Waste WaterTreatme lant (WWr Permit No. NC-0000665i6).
Iew,. U
The proposed project meets all NCDENR-DWR minimum design criteria for sanitary sewer extensions.
The design flow rate the multi -family development is calculated at 34,327 gpd (75 gallons per day perms
bedroom x 436 bedrooms and loo gallons a day per i000 square foot x i6,270 square foot amenity sef
center) in accordance with NCAC 2T Rules for wastewater flow rates. The proposed sanitary sewer epww
lines are more than adequate to convey the design flow rates for Ascend Varina Gateway Multi Family
Development.
Included with this submittal are one original and one copy of the items listed below:
• Application Form (FTA04-i6)
• Application Fee - Check in the Amount of $480.00
• Flow Tracking/Acceptance Form (FTSE o4-16)
• Site Map (USGS Quad - Fuquay-Varina)
• Street Level Map (Aerial)
Please advise if you require additional information or have any questions concerning our submittal.
Sincerely
WithersRavenet
dn?_X"YIC"
Amy McDonald
cc: Charles Persons, DHIC - Varina Gateway, LLC
115 MacKenan Drive, Cary. NC 27511
t: 919.469 33401 f 919.467.60081 www wither5ravenel.com I License No C-0832
Cary I Greensboro I Pittsboro � Raleigh I Wilmington

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Robinson, Jason
From: McDonald, Amy <[e-mail]>
Sent: Thursday, August 27, 2020 3.33 PM
To: Robinson, Jason; McKenzie, Tucker; PE
Cc: Freshour, Chris; Cashion, Ted
Subject: RE: [External] RE: Ascend Varina Gateway Application Corrections
Attachments: Ascend Varina Gateway Revised Sewer Flow Calculations.pdf
• Ufemal email[ Do. not+tit# tilinktor open atta men unless -you verify. 5erid all-susigTWdus em2til as an attachrhenC to
ov
Jason —
Good afternoon. My apologies for the delay in getting this back to you, I had to be out of the office unexpectedly. The
flow calculations have been revised with the correct flow rate. We have removed the 6" line as this will be a private
service line for each of the buildings. The typographical errors have been corrected as well. Please advise if there are
additional changes required.
Regards,
Amy
Amy McDonald
WitheFsRavenel
1 1 i NlacKenan Dri%e I Car}. NC 27: 11
Oflice:919,469.33.0 Direct:919.533.3135
Nli,hilc: 919.427.4322
amcdnnald i-mithersravrncl,cntn
CONFIDENTIALITY AND NONDISCLOSURE
From: McDonald, Amy
Sent: Tuesday, August 25, 2020 2:23 PM
To: Robinson, Jason <[e-mail]>; McKenzie, Tucker <[e-mail]>; PE
<[e-mail]>
Cc: Freshour, Chris <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: RE: [External] RE: Ascend Varina Gateway Application Corrections
Thanks Jason. A revision will arrive shortly.
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, August 25, 20201:11 PM
To: McDonald, Amy <AMcDonaldPwithersravenel.com>; McKenzie, Tucker <TMcKenzie@withersravenel_com>; PE
<[e-mail];>

Cc: Freshour, Chris <cfreshour withersravenel.com>; Cashion, Ted <ted,[e-mail]>
Subject: RE: [External] RE: Ascend Varina Gateway Application Corrections
Thanks Amy,
I looked at the attachment. F-V does propose to use 75 gpd/br for the multi -family residences, but again, they cannot,
as it only applies for single-family residences. So the application will need to be revised for that.
If the 6" lines do meet the 2T Rules I provided below, then they do not need to be included in the application.
Thanks, let me know if you have any questions.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittin U dates**
E-moil correspondence to and from this address may be subject to the North Caa•ohno Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: McDonald, Amy mailto:AMcDonaid withersravenel.com]
Sent: Tuesday, August 25, 2020 1:04 PM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>; McKenzie, Tucker <TMcKenzie withersravenel.com>
Cc: Freshour, Chris <cfreshour withersravenel.com>; Cashion, Ted <ted.cashion ncdenr. ov>
Subject. [External] RE: Ascend Varina Gateway Application Corrections
External email.. Do not elick--l16ks;7 r open zttachments unless you verify. Send all suspiclous email as an attachment fa
tMgrt.saam(a?n_a.gc
Jason —
Thank you for such a quick response, it's very much appreciated
I used the approved allocation request, attached, from Fuquay to determine the initial flow. Your clarification
regarding the approved flow reduction for single family homes only is good to now moving forward.
I believe these lines fall within the criteria set fort in 15A NCAC 02T .0303 (a) (1), the 6" line serves each of the
building on the site by conveying wastewater from the building to the gravity sewer adjacent/running through
our site. Once built all sewer will be inspected by Fuquay-Varina prior to issuance of building permits. If I have
misinterpreted please let me know and I will revise accordingly. This is why I initially included the 6" line.

Please advise on mu interpretation of the 6" SS and will make the revisions and return to you asap.
Thanks,
Amy
Amy McDonald
WithersRavenel
115 NIacKenan Dri%c I Cary. NC 27511
Office:919.469.3340 I Direct:')19.535.5135
Mobile: [phone]
amcdonaldra,with ersravcnel.com
130a
CONFIDENTIALITY AND NONDISCLOSURE
From: Robinson, Jason <jason.t.robinson(@ncdenr.gov>
Sent: Tuesday, August 25, 202012:38 PM
To: McDonald, Amy <[e-mail]>; McKenzie, Tucker<TMcKenzie(@withersravenel.com>; PE
<imevers(@fuQuay-varina.ors>
Cc: Freshour, Chris <cfreshour@ withers rave nel.com>; Cashion, Ted <ted.cashion(c-)ncdenr.eov>
Subject: RE: Ascend Varina Gateway Application Corrections
Hi Amy,
I sent a second email last Wednesday that had the following additional comment:
Section VI.7 states that this is for multi -family dwellings. The flow reduction approval that was granted for
Fuquay-Varina is specifically for single-family dwellings. Multi -family dwellings cannot use this flow reduction,
and should use the design flows from 1A NCAC 02T .0114
If these are multi -family residences, they cannot use the approved 75 gal/br flow reduction, as that approval specifically
states that it is only for single-family residences. So the app needs to be revised to use the design flow from the 2T Rules
(240 gallons for 1 and 2 bedroom dwellings, 360 for 3 bedrooms, etc).
Also, what is/are the 6" line(s) serving (that was removed from the revised permit)? Do the 6" lines meet the 2T Rules
below, and therefore do not need to be included in the permit?
, t,

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Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting IJ dates"
E-mail correspondence to and from this address may be subject to the North Carol-na Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: McDonald, Amy mailto:AMcDonald withersravenel.com]
Sent: Tuesday, August 25, 202011:41 AM
To: Robinson, Jason <•ason.t.robinson ncdenr. ov>
Cc: Freshour, Chris <crreshour withersravenel.com>
Subject: [External] Ascend Varina Gateway Application Corrections
Importance: High
+ , E ernal erriail: Do riot chick-lfii. sor open attacfiments unless'you verify. Send all suspicious email as an attachment to
Yeport.soam��lu, nc--g4v -
Jason —
I have attached the corrected application per your comments below. I have corrected Tucker McKenzie's email address
as well. Please advise if this pdfs sufficient or paper copies need to be delivered to your office. I look forward to hearing
from you.
Regards,
4

Amy
1. Item V1.6 was checked "no" for an approved flow reduction. However, F-V has been approved for a flow
reduction, and the application proposes to use it in V1.7 (75 gal/br). This item should have been checked yes,
and the flow reduction approval letter should have been included with this application. I have checked the
appropriate box.
2. Item V1.8 does not match the flow shown in Item V1.7. The flow rate has been corrected and is consistent in
sections VL7 & V1.7a
3. Item VI1.2 proposes 530 LF of 6" gravity. The Division's Minimum Design Criteria requires that all public
sewerline are a minimum of 8" The 6" sewer has been removed.
4. Item IX.2 is checked "no" for meeting wetland separation requirements. Please explain. The checkbox was an
error on my part and has been corrected.
5. Item IX.6 is checked "no" for any portion of this proposed line meeting the definition of a "high priority
line". Please confirm there are no high priority lines associated with this project. This is correct, there are no
high priority sewer lines for Ascend Varina Gateway.
Amy McDonald
.4ithersRavenel
E I \IacKcnan Wkc I Cary. NC 27a I I
Office sf19.469.3341) 1 Direcc 919.535.51 35
%lollYIc- 919.42-.4322
amcdnnald R.. wiIhemravcncl.coin
CONFIDENTIALITY AND NONDISCLOSURE