WQ0043003_Application (FTSE)_20211108

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: V.1Q,oOy1,pp3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuauay-Varina, NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑Privately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Michael Wagner per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 1415 Holland Road
❑ Other
lit
be
Af
City: Fuquav-Varina State: NC Zip: 27526 aft
5. Applicant's contact information: /t/ �Lfr0
Phone number: [phone] Email Address: mwagnerc (quay-varina.org �aje , �`08 rhenfa,
Po.
II. PROJECT INFORMATION: �� 'c6°1�8
1. Project name: Ronal Creek Phases 8-10 and 12 �OcJ
2. Application/Project status: ® Proposed (New Permit) ElExisting Permit/Project �� c0
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6650 Longitude: -78.7025
5. Parcel ID (if applicable): 0689776188, 0689778875, 0689785555, 0689786890, 0689789264, 0689876933, 0689880602,
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo, PE
Firm: Timmons Group
Mailing address: 5410 Trinity Road. Suite 102
City: Raleigh State: NC Zip: 27607-6002
Phone number: [phone] Email Address: mike.zaccardo{aitimmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC0066516
Owner Name: Town of Fuquay-Varina
License Number: 022321
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 13912
2. Downstream (Receiving) Sewer Information: 8 inch E1 Gravity Li Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 06-21
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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Peveloper's Operational Agreement (FORM: DEVI been attached?
❑Yes No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA1PQA Operational Agreement jFORM: f lOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes No El NA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
® Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
® Retail (stores, centers, malls)
® Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 71.1 % Domestic 28.9 % Commercial % Industrial (See 15A NCAC 02.T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under I5A NCAC 02T .0114(t? ❑ Yes ® No
➢ if yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow a,b
No. of Units
Flow
Residential Single -Family - 4 bedroom
300 gal/day
29 units
8,700 GPD
Residential Townhome - 3 bedroom
225 gal/day
57 units
12,825 GPD
Commercial - Retail
100 gal/1,000 sf
7,463 sf
747 GPD
Commercial - Restaurant
40 galiday,'seat
200 seats
8,000 GPD
gal/
GPD
gall
GPD
Total
30,272 GPD
a See 12A. NCAC 02T .01 L4I b), (di. tte0(I) and (0(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 .0114(c), design flow rates for establishments not identified [in table 15A 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: 30.272 GPD (per 15A NCAC' 02T .{l 114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,592
PVC
8
1,732
C900
> Section II & 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 sewer(s)
D Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations.Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0I C.l .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC O: T .0 105(hx 1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow Tess than 15,000 gallons per day I5A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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 timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS = (02B .0200 & 15A NCAC 02T .0305(0):
l . Does the project comply with all separations,'alternatives found in 15A NCAC 02T _0305(fl & I d1?
15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer systems:
ElYes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T_0305(f) or (g), see Section X. I of this application
*I 5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC' Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per : 5,•1 NCAC" 02B .0200? ❑ Yes ❑ No
> This includes Trout Buffered Streams per I5A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I5A NCAC 02T.0105( c)((}) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05; cl1 61, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the PcrmifiiRg of Pu p Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria {latest versiost) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and projects requiring a variance approval may be subject to longer
review times. For prolects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is reauired.
2_ Professional Engineer's Certification: �//
I, til� - , attest that this application for V1v�r pto gj-/Q
(Professional Engineer's name from Application Item III .1.) ( jed Name from Application Item 11.t)
it
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,
Minimum Design Criteria for Gravity Sewers (latest version), and the M itrimum Design Criteria for the Fast -Track Penn itting
of Pump Stations and Force Mains i Iat %t version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disrinse any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Michael Wagner , attest that this application for _ _ Royal Creek Ph 8-10 and 12
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item ILI}
attest that this application 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. 1 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 I43-215.6B, 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 welt as civil penalties up to $25,000 per violation.
Signature:
Date: 11/05/2021
FORM• FTA 06-2I
„ c cc

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina, NC
Project Name for which flow is being requested: Royal Creek Phases 8-10 and 12
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP
b. WWTP Facility Permit #: NC000066516
z
n
All flows are in MGD P b
c. WWTP facility's permitted flow 3.0 1 • = c
d. Estimated obligated flow not yet tributary to the WWTP 1.045rri
t< -,,
e. WWTP facility's actual avg. flow 1.348 o o e
f. Total flow for this specific request .030 o' r'o
No
g. Total actual and obligated flows to the facility 2.423 P § Z
h. Percent of permitted flow used 80.7% 0 a
II. Complete this section for each pump station you are responsible for along the route of this pposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)—(B+C) (E)=(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm / p0, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Royal
WQCS00193 .490 .196 .000 .068 .068 .128
Mill
WQCS00193 .503 .201 .107 .068 .175 .026
Middle
WQCS00193 .720 .288 0.125 .068 .193 .095
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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.
Downstream Facility Name (Sewer): Terrible Creek WWTP
Downstream Permit Number: NC000066516
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Michael Wagner certify to the best of my knowledge that the addition of
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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
/4.4
11/05/2021
Signing Official Signature Date
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-18

WVbUJ1y11 LIIVCIVFJC IV. 1 Lt�VVJLJ'L1w*I-YUJL'UALV'IJ IJl'I,LJUVLVJ
Project Narrative
Project Name:
Location:
Owner/ Developer:
Consultant:
Royal Creek Phases 8-10 and 12
Fuquay Varina, Wake County, NC
Cambridge_FV, LLC
831 East Morehead Street, Suite 245
Charlotte, NC 28203
Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone:[phone]
Project Description and Narrative:
VfigAtth
arr,L
3 022321
%
A,y;,�'fY." ZyPGc,
11/8/2021
The proposed project is inside Fuquay Varina jurisdictional limits and is located along Lake
Wheeler and Highway 401. The scope of this project will include the construction of 86
residential lots, 14,923 SF of commercial buildings and associated roads.
The proposed public sewer extension will provide domestic service to Royal Creek mixed -
use on a 67.72-acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 30,272 gpd
(29) Single Family houses @ 300 gpd/unit
(57) Townhomes @ 225 gpd/unit
Commercial
(7,460 SF) restaurant -200 seats @ 40 gpd
(7,463 SF) retail @ 100 gpd/1000 SF

USGS Map
Quadrangle
North Carolina
7.5-Minute Series

Royal Creek
Vicinity Map

••
NC Dept of Environmental Quality
TIMMONS GROUP NOVO8 2021
YOUR VISION ACHIEVED THROUGH OURS.
Raleigh Regional Office
TRANSMITTAL
TO: NCDEQ DWR — Raleigh Regional Office Date: 11/08/2021 Job #: 41166
3800 Barrett Drive Project: Royal Creek Phases 8-10 and 12
Raleigh, NC 27609 Reference:
Copies Sent To:
® ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement)
1
2
i
Check for $480
1
3
Project Narrative
1
4
USGS map
1
5
Vicinity Map
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS
Feel free to contact me with any questions at 984-222-1613 or [e-mail].
Thank you,
Clay Oliver
Project Manager
SIGNED:
5410 Trinity Road, Suite 112 , Raleigh, NC 27607
Fqx 919.859.5663
TEL [phone]
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