WQ0042782_Application (FTSE)_20210819

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: _ (to be completed by uWR)
All items must be completed -or the application will be returned
I. APPLICANT INFORMATION:
i. Applicant's name: Town of f u a -V i a (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 Q21=.0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: J1114. Main Street
City: Fuquay-Varina State: NC Zip: 27526- �Cb
5. Applicant's contact information: '�tO�
Phone number: 9( 19) 567-3911 Email Address: jmeycrsA a -v i a.or �bYzrp%
11. PROJECT INFORMATION: e���t py
1. Project name: Carolina Gardens Subdivision - Phases 6-1 07* slf�
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project kl,* �
a
If a modification, provide the existing permit number: WQ00. and issued date: ore,
If new construction but part of a master plan, provide the existing permit number: WQ00
f00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.56' Longitude:-78.77°
5. Parcel ID (if applicable): 0665_968722. 0665982183, 0666705143
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler, PE License Number: 026466
Finn: 'I'immon§ Group
Mailing address: i it Road Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: North arnett Regional WWTP
Owner Name: Harnett County
Permit Number: NC0021636
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WQO.439437 Downstream (Receiving) Sewer Size: 10 inch
Systeiii Wide Collection S s em Permit Numbers if applicable) : WQCSOO193
Owner Name(s): Town or Fuquay-Varina
FORM: FTA 04-16 Page l of S

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 Vevelo,.per's Olsci tiupnl Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N)A
3. If the Applicant is a flowe/Property Owners'AgEociation. has an Opgrational re men[ F R • HOA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool I day care ❑ Medical 1 dental I veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (Sgg 15A NCAC 021' .0103(20))
- is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under .I SA NCAC 021. 01 14(l)? ® Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see OZT&I 140
Daily Design Flow •,e
No. of Units
Flow
Residential - 4 bedroom
300 galiday
248
74,400 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
74,400 GPD
a See I5A NCAC 02T .0114(I ). (d), CJ 1) and (el(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 .0 114(c), design flow rates for establishments not identified [in table ISA NCAC 021'.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 74.400 GPD (per I5A NCAC 021'_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 S

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MI)C (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
9,442
PVC
8
5,491
C900
8
2,717
DIP
➢ Section 11 & H[ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: . 9 Longitude:
3. Design flow of the pump station: mil,ions 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 ) SA NCAC 021..0305(h)(1):
❑ 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
➢ 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 o1'5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A. NCAC 02T.03�fi & (a) ®Yes []No
➢ 15A NCAC 02T.0305(f) contains minimum senaralions that shall be nrevided fnr sewer sysiemv
Setback Parameter*
Se aratian Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains(horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
*"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 1I 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 slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (verticaI2
36 inches
D 15A NCAC 021'.0305(g) contains_ alternatives where separations in GZJ,QJQ5(Il cannot be achiexed.T
➢ " Stream classifications can be identified using the Division's NC Surface Water Classifications wubp gee
If noncompliance with 02T.0305(I) 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
P, See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ 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 ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buflbr Permitting Brflnch
5. Does project comply with 15A NCAC, Q2T.0105(e)(G) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05c 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 NgAC 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 -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Mininwol Deshit {;riwria (or the J-*cpii liiM,p(' PkuM1p S1a1ioi,LS
and Force -Mains
-(latest vanionj and the Gr vomit ,Setiver Mininit4m Design Criteria (latest virsitNl} as applicable?
® Yes ❑ No
IfNo, complete and submit the VarianceJAiternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required Prior to submittal of the Fast Track Application and sunnortinc documents.
2. Professional Engineer's Certification_
I, J07_6WtCfZ�M.[C attest that this application for
(Professional Engineer's name from Application Item II1,1.)
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, ine:usion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143 215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
,.«...«....... -...... lf _........
North Carolina Professional Engineer's seal, signature, and date: �.•'��� N CAI `,'4
#Z
q
3. Applicant's Certification per 15A NCAC 02T .0106(b):
CC
attest that this application for
(Si nature uthori4'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. 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. 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 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.
Date{
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
(FTSF, 10-18)
Entity Requesting Allocation: 'Town of Fuqua-Varina
Project Name for which flow is being requested: Carolina Gardens Ph 6-12
More than one FTSE nray be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposerl wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Ilarnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600 _
d. Estimated obligated flow not yet tributary to the WWTP 0.652
e. WWTP facility's actual avg. flow 1.490
f. Total flow for this specific request 0.074
g. Total actual and obligated flows to the facility 2.142
h. Percent of permitted flow used 82.37%
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) (EHA-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / p0, Avg. Daily Daily Now, Obligated Available
Number) No_ MUD MGD Flow, MGD MOD Flow Capacity"*
Hidden 39437 0.720 0.288 0.037 0.175 0.212 0.076
* 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): Hidden Valley
Downstream Permit Number: 0039437
Page 1 of 6
FTSF 10-1 R

III. Certification Statement:
I Jay 1' Mej+ers, 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.
�o zo7,1
ign' g icial gnalure D to
eV �` LV_J
Title of Signing Official
Page 2 of b
FTcr• I n_t u

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROJECT NARRATivF-
Project Name: Carolina Gardens - Phases 6-12
Location: Fuquay Varina, Wake County, NC
Owner: PuIte Home Company LLC
1225 Crescent Green Drive Suite 250
Cary, NC 27518
Developer: Pulte Home Company LLC
1225 Crescent Green Drive Suite 250
Cary, NC 27518
Consultant: Timmons Group
Mike Zaccardo, 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 Purfoy
Road, south of the intersection with Holland Road. The scope of this project will include the
construction of 248 residential lots and associated roads in phases 6-12.
The proposed public sewer extension will provide domestic service to Phases 6-12 of Carolina
Gardens Subdivision on a 105.39-acre tract of land (Phases 6-12) in Fuquay Varina, NC.
Development Flow Rate: 74,400 gpd
(248) single-family houses @ 75 gpd/ unit (assuming 4-bedroom units)
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Fuquay-Varina — North Carolina
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VICINITY MAP

Mate of :North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory 1. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Vadna, North Carolina 27526
Subject:
Dear Mr. Allway:
1
NCDENR
NORTH CAROLINA DEPARTMENT OF -
ENVIRONMENT ANo tdsCwRAL REsouncES
IRECEEIAAM
t4ov 0 8 2001
Town of Fuquay-Varina
Flow Reduction Approval
Wake County
t of ptwey-Va,"
On September 10, 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flaw reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Vadna. 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 21-i ,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. Regardless
limits defined in the Tow 's NPDFS ormit for the'ireatment-facility or exceed the capacity of the sew r
dowtistream 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 er mit number, ro eci name,�ermittect how, new_i]ow
under re( and the ciiffergr %.k, tweest them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at (91 9)73 3 -5083 ext. 371.
Since ,
L'
le Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephonc 919-733-5083 Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

0•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
T: NCDENR-Raleigh Regional Office Date:08/18/2021 Job #:40697
Division of Water Resources
Project: Carolina Gardens PHs 6-12
3800 Barrett Drive Reference:
Raleigh, NC 27609 Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Acceptance Form/ Certification Statement
1
6
Check for $480
1
7
NCDENR Letter Dated Nov. 8 2001 — Flow Reduction
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.howelIO-timmons.com.
Thank you,
Dexter Howell
Project Manager
W
SIGNED: 7
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