WQ0042723_Application (FTSE)_20210802

State of North Carolina
Department of Environmental Quality
D R W.
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; O d y1 23 (to be completed by DWR)
All items must be completed or the application 3MUl be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuguav-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) NC Dept of Environmental Quality
Title: Public Utilities Director
4. Applicant's mailing address: 134 N Main Street AUG
City: Fuquav-Varina State: NC Zip. 27526-
5. Applicant's contact information: Raleigh Regional Office
Phone number: CU M7-D I Email Address: 'me ua varina,or
11. PROJECT INFORMATION: /
I. Project name: Carolina Gardens Pimp Station Abandonmeet lC "
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00 i
3. County where project is located: Wake 1
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.58 257° Longitude: - 8.87 00188°
5. Parcel ID (if applicable): PIN 0666392352
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Thomas Spaulding License Number: 019375
Firm: The Spaulding Groun, PA
Mailing address: 5318 Bmau gg Oak Ct
City: Ralei State: NC Zip: 27606-_
Phone number; 919 854-7990 Email Address: tomAMoulding Qroup.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. FaciIity Name: Harnett County WTTP Permit Number: A/C..bo.11014
Owner Name: Harnett Coun
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. PermitNumber(s): WQ0041329 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if a licable : WQCS001 3
Owner Name(s): Town of Fugusv-Varina
FORM: FTA 04-16 Pagel 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 NC Dept of EnvironmOntal Quality
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM. DEV) been attached?
❑ Yes []No ®NIA A 2 201
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A Raleigh Regional Office
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 / dental / 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 (See 15A NCAC 02T .0103120U
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ® Yes ❑ No
x If yes, provide a coup of flow rglluction approval Ietter
7, Summarize wastewater generated by project:
Establishment Type (see 02T.0114
Daily Design Flow iy6
No. of Units
Flow
n/a
gall
0 GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
Ta1a1
GPD
a See 15A NCAC 02T .0114(bl, (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown nonarsidential 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
x 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 pernuts that connect to this line
® Flow has already been allocated in Permit Number: WQ0040574
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _.._
FORM: FTA 04-16 Page 2 of 5

c�
THE SPAULDING
Transmittal
To: NCDENR- Water Quality
Raleigh Regional Office
380o Barrett Drive
Sending:
❑■ Attached
❑ Shop Drawings
❑ Copy of Letter
❑ Total Quantity
'qk- MIA of Environmental Qual;ty
GROUP, PA
planning • civil engineering
Raleigh - egional Office
Date: 8/22/ 2021
Attention: Jason Robinson, PE/ Staff
SN Job #: 941
Re: Carolina Gardens PS abandonment
Fuquay-Varina, Wake County
❑ Under Separate Cover via:
❑ Prints ❑ Plans
❑ Change Order ❑ Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
1
Fast Track Application for Gravity Sewers
2
Project Narrative, Cover Letter
2
$480.0o Review Fee
2
FTSE (Fuquay-Varina and Harnett County)
2
USGS Map- Color
2
Vicinity Map
2
Watershed Classification Form
Transmittedfor:
❑ Your use
❑ As Requested
❑ Review and Comment
Comments:
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Mr. Robinson/Staff,
Please see enclosed Fast Track Application (FTA 04-16) alid accompanying documents fore review
and approval. Please don't hesitate to contact me with any questions_ Thank you,
Copy to:
From: Tom Spaulding, PE
Phone: [phone] ■ Fax. [phone] a 1611 Jones Franklin Road Suite 101 t Raleigh, NC 27607

i
k
f
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravi Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 153 ,PVC
NC Dept of Envrrowavatal Quuilty .
Raleigh Regional Office
x Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
x Section III contains information related to minimum slopes for gravity sewer(&)
x 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 (Puma Stations/Force Mains):
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 (IDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(Ii)*
x Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
x 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 - I SA NCAC 02T .0305(h)(1)(C):
x 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.
x 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

IX. SETBACKS & SEPARATIONS — (028.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0,0^305(f) & (S) ® Yes ❑ No
x ISA 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-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-Vr 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 heijlht
10 feet
Drainage systems and inte for drains
5 feet
Any swimming pools
10 feet
Final earth giade vertical
36 inches
x 15A NCAC 02T.0305W contains alternatives where separations in 02T.0305(t) cannot be achieved.
x **Stream classifications can be identified using the Division's NC Surface Water Classifications webuagee
x 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
x See the Division's draft separation requirements for situations where separation cannot be meet
x No variance is required if the alternative design criteria specified is utilized in design and construction
x 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
x This would include Trout Buffered Streams per I5A NCAC 2B.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
x Information can be obtained from the 401 & Buffer Permittina Branch
5. Does project comply with ISA NCAC 02T,0105(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02T.0105(c1(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, stoimwater 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
x 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 021, the Minimum Design Criteria for the Peapilling of Pump Station
and Force Mains tiniest version), and the Gravity Sewer Minimum Design Criteria (latest version as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. A roval of the re uest Is a uired rior to submi I of the Fast Track A licatlon and supporting docu ts.
2. Professional Engineer's Certification:
attest that this application for
Professional ginger's name from Application Item III.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 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 143-215.613, 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 S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
T,
s name & title from Application Item 1.3.)
attest that this application for
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 143-21 OB, 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
FORM: FTA 04-16 Page 5 of 5

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 Fugluay-Varina
Project Name for which flow is being requested: Carolina Gardens PS Abandonment
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 wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett EsOonal WWTP _
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.013 MGD
FV Obligated Flow NYT
0.782 MGD
Lillington Obligated Flow NYT
0.034 MGD
HC Obligated Flow NYT
0.534 MGD
Angier Obligated Flow NYT
0.663 MGD
e. WWTP facility's actual avg. flow
5.975 MGD
FV Actual Flow
1.4448 MGD
Lillington Actual Flow
0.829 MOD
HC Actual Flow
2.987 MOD
Angier Actual Flow
0.711 MGD
f. Total flow for this specific request
0.000 MGD
g. Total actual and obligated flows to the facility
7.988 MGD
FV Actual Avg. + Obligated Flow
2.230 MGD
Lillington Actual Avg. + Obligated Flow
0.863 MGD
HC Actual Avg. + Obligated Flow
3.521 MGD
Angier Actual + Obligated Flow
1.374 MOD
h. Percent of permitted flow used 107%
*North Harnett WWTP is being evaluated by HWR for planned future expansion.
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 4
FTSE 06-13

List pump stations located between the project connection point and the WWTP.-
(A)
(B)
(C)
(D)=M+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 MOD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 3.558 1.807 5.50 0.260
* 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 (pf) 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.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward T 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
in 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 H plus all
attached planning assessment ac ndums for which I am the responsible party. Signature of this
form indicates acceptance 9f t s'wastewater flow.
1 I —A, AJ
Signing Official Signature Date
Page 2 of 4
1~TSE 06-13

THE SPAULDING GROUP, PA
planning • civil engineering
Carolina Gardens Pump Station Abandonment
Project Narrative:
The purpose of this project is to install 153 if of 8" sanitary sewer from an existing
manhole just upstream of the Carolina Gardens neighborhood to a newly constructed
manhole & wastewater system in the Arlington Meadows neighborhood in order to take
an existing pump station adjacent to 1009 Carolina Gardens Avenue, Fuguay-Varina
offline. Please see enclosed Utility Plans.
Project Schedule:
Construction is anticipated to begin in S?Q, r✓ G .Za 2.Z

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Map Location I USGS Topographic Map Figure 1
CHATHAM WAKE
LEE JOHNSTON
HARNETT
Parker Property
Sage Project # 2019.41
NSAIDE
Fuquay Varina, NC Quadrangle
December 2016 USGS Topography
May 17, 2019
Sage Ecological Services. Inc.
0 1,000 2,000 Office: 919-335-6757
Feet Cell. 919-559-1537

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VICINITY MAP

State of North Carolina
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:
do
NCDENR
NoRTm CAROUNA DEPARTiNENT of
ENVIRONMENT AND NATURAL RESOURCES
P.ECEll V
Zia 41lI -vA"
Subject: Town of Fuquay-Varina
FIow Reduction Approval
Waite 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. Regardless
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, prSject name ermitted flow, new flow
under_rednetion and QLe difference between them): If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since ,
C'
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax 9 i9-7i5-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper