WQ0042936_Application (FTSE)_20211012

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: '�a t')OLVI -C' 4) (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 Fuquay-Varina, NC (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Matt Poling, PE per 15A NCAC 02T .0106(b)
Title: Engineering Director
4. Applicant's mailing address: 134 N Main Street %
n
City: Fuquay-Varina State: NC Zip: 27526 d
5. Applicant's contact information: cob
Phone number: [phone] Email Address: mpolingQfuquay-varina.org co o
nt t
o
II. PROJECT INFORMATION: eta A'
-+
1. Project name: Hidden ValleSubdivision Phases 11 and 12 (illi o co
co 1:4
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PcrmitiProject O _
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 el
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: 35.54'' Longitude:-78.76'
5. Parcel ID (if applicable): 0665848737 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike V. Zaccardo, PE License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-6002
Phone number [phone] Email Address: mike.zaccardo rr,timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NC0021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0039437
2. Downstream (Receiving) Sewer Information: 36 inch
El Gravity :TJ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
Al1DkA• LrrA A•C')1

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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home.(Property Owners' Association, has an 1IOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 l5(c) been attached?
❑ Yes ❑ No ® N/A
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
Q Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See I5A NCAC 02:f .0I03(31))
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
b. Has a flow reduction been approved under 15A NCAC 02T .01 14(1)? ® 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(Q)
Daily Design Flow''b
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
51
15,300 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15,300 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(I) and (e)(2) for caveats to wastewater design flow rates (i.c., 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 02 I' .0114(c), design flow rates for establishments not identified [in table I SA 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: 15,300 GPD (per I5A NCAC 02'1'.01.14)
> 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 timcframe 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):
FCIRM• FT A f1f,-1I

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,405
PVC
8
460
DIP
➢ Section [I & 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)
➢ 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 [N 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
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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 2.0 IC.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen El Other (please specify)
6. Power reliability in accordance with 15A NCAC 021 .0305(h)(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 less than 15,000 gallons per day 15A 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.
FflRM• FTA n6-11

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations+'alternatives found in 15A NCAC 02•f ,0305(0 & (g)? ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum scnaratkms that chaff he nrnvirtrrt r •
Setback Parameter*
Separation Required 1
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 It 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 1X.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 02 f .0305(fj or (g), see Section X.1 of this application
* 15A.NCAC 02T.03051g) contains alternatives where separations in 02T_0305(I) 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 WaterClassitications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No 0 N/A
➢ 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
D. 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? L i Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
A Please provide the permit number/permitting status in the cover letter if coverage./authorization is required.
6. Does project comply with l5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes 0 No
Per 15A NCAC 02T.0I05(c)(6), 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 1 5A 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.
A 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 l5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
Ff)RM• PTA n6-7I

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) 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 projects 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 required.
2. Professional Engineer's Certification:
1, taiV. d , attest that this application for µ-Id 5V VW/ Still• pvt fl 4 Plr�z
(Professional Engineer's name from Application hem III 1) (Project Name frophcalion Item II.I) a1V c m
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 Minimum Design Criteria for the Fast-TrackPermitting
or 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 proposed design.
NOTE In accordance with General Statutes 143-2I5.6A 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 disclose 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 I5A NCAC 02 I .0106(b):
GIt3E�r' �Qv:
rttrtrt���,
I Town of Fuquay-Varina attest that this application fo1Htdden Valley Subdivision Phase 11 and 12(Partial
(Signature Authority Name from Application Item 13) (Project Name from Application Item I1.I)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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. 1 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. 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 arc 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.
Signature:
I CiPM• 1-rr'A nF_71
711axtk &4r 6_ Pa-Ci.n,
Date: 10/5/2021

of Watet Reso rces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuqua-Varina
Project Name for which flow is being requested: Hidden Valley Phases 11 and 12
More than one F7SE may be required for a single project if the owner of the WWTP is not responsible for all purr p
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYf
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
I IC Actual Flow
Angier Actual Flow
1'. Total flow for this specific request
g. 'Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Aug. + Obligated Flow
HC Actual Avg. f- Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
All flaws are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
2.155 MGD
0.670 MGD*
0.182 MGD
0.662 MGD
0.641 MGD
5.234 MGD
1.344 MGD
0.676 MGI)
2.568 MGD
0.646 MGD
0.015 MGD**
7.404 MGI)
2.029 MGD
0.858 MGD
3.230 MGI)
1.287 MGI)
98.72%*
* Updated per TOFV reconciliation dated 10/21/2021
**A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 2

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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
SI,S 120 14.4 5.76 3.558 2.049 5.607 0.153
* 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 < U.
Downstream Facility Name (Sewer): Kenneth Creek/Neil's Creek Interceptor
Downstream Permit Number WQ0028647
(Il. Certification Statement:
I Glenn McFadden 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 1 and II plus all
attached planning assessment addendurns for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Sig, 1 n : ljicial Signature
Date
Page 2 of 2

uuLuJKyl l CI IveIupe Iu. JMur JOUJ-1 uJr-'s u,-Mont-u» . r 94.04r7 1
PROJECT NARRATIVE
Project Name: Hidden Valley - Phase 11 & Partial 12
Location: Fuquay Varina, Wake County, NC
Owner:
Developer:
Consultant:
Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along NC Hwy 55,
south of the intersection with Truelove Road. The Phase 13 scope for this project will include the
construction of 66 single-family residential lots.
The proposed public sewer extension will provide domestic service to Phase 14 and 15 of the Hidden
Valley subdivision on a partial tract of 214.69 acres in Fuquay Varina, NC.
Development Flow Rate: 15,300 gpd
(51) 4 bedroom houses @ 300 gpd/unit
RE Cr•`0
+mit 11/2021
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Project Numbe�2754.W1
Project Manager:
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Map Title:
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Wake County, NC
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*••••••
••
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
NC Dept of Environment I Qual
OCT 12 2021
Raleigh Regional Office
TO: NCDEQ DWR — Raleigh Regional Office Date: 10//07/2021 Job #: 37913
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Project: Hidden Valley Phases 11-12
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement)
1
2
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 919-866-4944 or dexter.howell(al�timmons.com.
Thank you,
Dexter Howell
Project Manager
SIGNED:
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
Site Development Residential Infrastructure ' Technology

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. Aliway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
AVAI
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANC) NATURAL RESOURCES
Nov 0 $ 2001
loam eil 'varta
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 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 271 GPD. Reeardless
of the adjusted 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 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 nametpermitted 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 [phone] ext. 371.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
,A' Gregory J. Thorpe, Ph.D.
Telephone [phone] Fax [phone]
50% recycled/ 10% post -consumer paper