WQ0042505_Application (FTSE)_20210430

t
DocuSign Envelope 10; 94E2BEDD-439F419A-941&70E3372912958
State of North Carolina
D Department of Environmental Quality
R Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �Z�a (,,be completed by DWR)
All items must be completed or the annlication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Jay T. Meyers, PE per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N Main Street
City: Fuquav-Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number: 919 567-3911 Email Address: imeyers - fuquay-varina.ora
II. PROJECT INFORMATION:
I. Project name: Varina Gateway Townes Phases 9-18
2. Application/Project status: ®Proposed (New Permit) Existing Permit/Project
Z
f7
If a modification, provide the existing permit number: WQ00WA and issued date: NIA
0
If new construction but part of a master plan, provide the existing permit number: WQ000 o
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c
3. County where project is located: Wake
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.6500' Longitude:-79.8I28' w
5. Parcel ID (if applicable): 06�60-0702 0' t�
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: O
I. Professional Engineer: Zachary L. Fuller, PE License Number. 033776 n
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ca
Firm: Withersltavenel, Inc.
Mailing address: H 5 MacKenan Drive
City: CM-1 State: NC Zip: 27511-
Phone number: [phone] Email Address: zfullerawithersravenel.com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NCO00066516
Owner Name: Town of Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 0040523 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if apnlicable): WOCS00193
Owner Name(s): Town of Fuguuav-Varina
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public t;tility, 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 Developer's Operational Agreemen[ (FORM: I1EV) been attached?
❑ Yes [--]No ON -A
3. If the Applicant is a Home;Pro eemr Owners' Association, has arl Opuratiunal Agreement (FOR ki - f 10A) been attached?
❑ Yes ❑No ®N;'A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool I day care ❑ Medical 1 dental I veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filler Backwash
❑ Businesses r offices; factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic.'Commercial 0 % Commercial
0 % Industrial (&05A NCAC 02T .0103(201•)
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01141 fk? ® Yes ❑ No
i If -Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow "6
No, of knits
Flow
Three Bedroom Townhome
300 gaVday
129
38,700 GPD
gab'
GPD
gall
GPD
gaV
GPD
gall
GPD
gal!
GPD
Total
38,700 GPD
a See 15A NCAC 02T .0114fb1. (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G_S. 42A4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 38,700 GPD (per 15A NCAC 02T .01 14)
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

t)ocuSign Envelope ID: 94E2BEDD439F-419A-941B-70E33729F958
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .03115 & MDC (Gravity Sewersl:
1. Summarize gravity sewer to be permitted-.
Size (inches)
Length (feet)
Material
8
800
C900PVC
8
1,347
PVC
8
1.773
DIP
➢ Section H & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 1 SA NCAC 02T .0305(h)(l ):
❑ Standby power source or pump with automatic activation and telemetry - l5A 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
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 stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

DocuSign Envelope ID, 94USEDD-439F419A-941 B-70E33729F958
1X. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(,f) & (g) ® Yes ❑ No
D 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter'"
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class 11 impounded reservoirs used as a source of drinking water
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 see item IX.2
50 feet
*'"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305(t:) contains alternatives where separations in 02T.0305(f) cannot be achieved.
D *"Stream classifications can be identified using the Division's NC Surface Water Classifications webaage
D If noncompliance with 02T.0305(fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
D Seethe 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
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per 15A NCAC 213.0202
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 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/certifications)? ® Yes [-]No
Per ISA NCAC 02T.0105(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 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes ® No ❑ NIA
➢ 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 -'Vide Collection permit.
FORM: FTA 04-16 Page 4 of 5

DocuSlgn Envelope ID- 94E2BEDD-439F-419A-941B-74E337291F958
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T. the Minimum Design Criteria for the Permitting of PumJ2 Stations
and Force Mains latest version and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance;'Alternative Design Request application (VADC I0-14) and supporting documents for
review. Approval of the request Is re uired prior to submittal of the Fast Track Anplication and supilardne documents.
2. Professional Engineer's Certification:
ZaChafy_ Fuller. PE attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and scat 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:
u�Ot1� + A C A RO<�aa
°
o SEAT_
°
033776 °
°°°°° ... 1/11/2021
3. Applicant's Certification per 15A NCAC 02T .0106(b): F590CBSC3A2E4tt..
I, Ttcer-5S/,FeL )�jl't:_u-��1t> 2t'feayr attest that this application for
(Sid ature Aufhority's/name & title from Application Item I.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 all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Date: )Sf f 2DZ
FORM: FTA 04-16 Page 5 of 5

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
Project Name for which flow is being requested: Varina Gateway TH Ph 9-18
More titan one k-TSE may be required for a single project if the owner of the WWTP is not responsible for all punip
stations along the route of lire 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 #: NCO066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. 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
A11 flows are it: MGD
3.000
0.942
1.152
0.039
2.133
71.10%
n
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)—(B+C)
(C)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx_
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firmlpt),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Basal
P_ et_
0032764
1.20
0.480
0.158
0.199
0.357
0.123
* 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
(po 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): Basal Creek Townhomes Ph 1-8
Downstream Permit Number: 40523
Page 1 of 6
FTSE 10-18

11I. Certification Statement:
I Jay T Meyers, PE 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.
I it
ti
t1 1c-
Title of Signing Offrcial
Page 2 of d
FTSE 10-18

-0 WithersRavenel
NOOur People. Your Success.
April 30, 2021
Raleigh Regional Office — Water Quality Section
Barrett Drive
Raleigh, North Carolina 27699-1628
NC Dept of Environmental Quality
APR 3 0 2021
Raleigh Regional Office
RE: Basal Creek Townhomes — Phases — 9 -18 — Fast -Track Sewer System Extension Application
WR Project No. 02170270.00
To whom it may concern:
On behalf of D.R. Horton, Inc., please find attached documentation in support of a Fast Track Application (FTA
04-16) for the above referenced project. As noted in the application, this project will consist of 4,006 LF of fl-
inch gravity sewer that will tie to the existing sewer system in the subdivision. All wastewater generated in phases
9 —18 will be treated at the Terrible Creek Waste Water Treatment Plant (WWTF Permit No. NC4000066516).
The proposed project meets all NCDENR-DWR minimum design criteria for sanitary sewer
extensions. Sanitary sewer infrastructure installed within 50' of the wetlands will be in accordance
with the Alternative Design Criteria (15A NCAC 2T .0305(f). The design flow rate for phases 9-18 is
calculated at 38,700 gpd (300 gallons per day per dwelling for a 3-bedroom residence x 129
residences) in accordance with the Town of Fuquay-Varina's flow reduction. The proposed sanitary
sewer lines are more than adequate to convey the design flow rates for Basal Creek phases 9 - 18.
Included with this submittal are one original and one copy of the items listed below:
• Application Form (FTA 04-16)
• Application Fee — Check in the Amount of $480.00
• Flow Tracking/Acceptance Form (FTSE 04-16)
• 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
WithersRavenel
Zack Fuller, PE
cc: Bobby Stuart — D.R. Horton
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919,467.6008 1 www.withersravenel.com I License No, C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

BASAL CREEK TOWNHOMES
ESTIMATED CERTIFICATE OF OCCUPANCY SCHEDULE
'HASE
9
BLDG/AREA
Andrade Dr.
EST. CO DATE
Sep-21
•
10
10
Sugar Cone Way
Sep-21
18
11
Cherry Top Dr.
Mar-22
14
12
Cherry Top Dr.
Mar-22
10
13
Apple Churn Dr.
Dec-21
12
14
Apple Churn Dr.
Dec-21
18
15
Andrade Dr.
Apr-22
12
16 1
Andrade Dr.
Apr-22
11
17
Cherry Top Dr.
Jun-22
12
18 1
Cherry Top Dr.
Jun-22
12

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Town of Fuquay-Varina GIS r I o
UID-
Map Created from TOFV WabApp an 10191201E + nk� ,�nr I ��
Legend
Schools ni Town Building Railroads Parcels
Town Buildings Parks and School Grounds Highways
Fire Station PARK = Major Roads
Police Station SCHOOL Streets

011.atrt Vi i11 V1 Lit l 111 V111111
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
Dear Mr. Allway:
A-Wky?
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
U= Of R411146Varft
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake 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 Fuquav-Varina in accordance with 15A NCAC 2H .02190)0).
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-
Vatina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES germit for the treatment faciIit or exceed the ca acity 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 permit number, pLoject namet.permitted flow, new now
under reduction and the difference beiween them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Sincere �
i
X Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh. North Carolina 27699-16 17 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50"r recycled/l0"o post -consumer paper

;:WithersRavenel
Our People Your Success.
5 Macl(enan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEQ . Raleigh Regional Office
Barrett Drive
Raleigh, NC 27699-1628
❑Attached
WE ARE SENDING
YOU THE ❑Shop Drawings
FOLLOWING
ITEMS: ®Copy of Letter
Letter of Transmittal
04/30/2021 UMQ81FI02170270.00
+ Water Quality Section
Basal Creek Townhomes
❑Under Separate Cover Via__
❑Prints ❑Plans ❑Samples ❑Specifications
❑Change Order ❑Disk ❑Other. ..__._
1 7`
Application Fee $480 —1 s� 1 r
1
Cover Letter
*1
1
Application Form (FTA04-16) ADD
1
Flow Tracking/Acceptance Form (FTSE 04-16)
1
Site Map (USGS Quad) &Street level Map
1
Flow Reduction Letter Copy NC Raleigh eglon
THESE ARE TRANSMITTED as checked below:
® For approval ❑Approved as submitted ❑Resubmit copies for approval
❑Far your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
®For review and comment ❑Other
❑FOR BIDS DUE _ w—__ __❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO:
SIGNED: Zack Fuller
QA/QC:
If enclosures are not as noted, kindly notify us at once.