WQ0040927_Application (FTSE)_20190524

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
60 `L4 (to be completed by DWR)
Application Number: !A
All items must be cow leted or the a �ylicliciiccation will be returned
I. APPLICANT INFORMATION:
I . Applicant's name: Town of Fuquay_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. P.E. per 15A NCAC 02T .0106(b) NC Dept of Environmental Quality
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honevcutt Road MAY 2 4 2019
City: Fuquav-Varina State: NC Zip: 27526-�
Regional Office
Ra1e
5. Applicant's contact information:
><gh
Phone number: 919 567-3911 Email Address: jmeyersQfuquay-varina.ors
I1. PROJECT INFORMATION:
1. Project name: Fuquav-Varina Public Library
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If 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...
3. County where project is located: Wake County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.585198' Longitude:-78.780398
5. Parcel ID (if applicable): 0666573847
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steven J. Miller License Number: 022625
Firm: CLH Design, PA
Mailing address: 400 Regency Forest Drive Suite 120
City: C_ as State: NC Zip: 27518-
Phone number. (9-l9) 319-6716 Email Address: smilleraclhdesignpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: V,OaoQ
1. Facility Name: North Harnett Regional WWTP Permit Number: WWQ�006
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0039452 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ON. -'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's 012crational Agreement FORM: DEV been attached?
❑ Yes ❑No ON -'A
3. If the Applicant is a Home. -Property Owners' Association has an Operational A greement FORM: HOA been attached?
❑ Yes []No ON. -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 "preschool i 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: 0 % Domestic/Commercial 100 % Commercial
0 ° o Industrial See 15A NCAC 02T .0103 20
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(ff? ❑ Yes ;KNo
D If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)}
Community Center (Library)
Office (Offices in Library)
Daily Design Flow 0
5 gal/seat
25 gal/employee/shift
gal/
gal/
gall
gal/
No. of Units
Flow
85
I2
425 GPD
300 GPD
GPD
GPD
GPD
7'ota!
GPD
725 GPD
V/
a See 15A NCAC 02T .0114 b 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 725 GPD (per 15A NCAC 02T .0114) /
➢ 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 Paget of

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers};
l . Summarize gravity sewer to be permitted:
Size (inches) I Length (feet) I Material
1 8 I 311 I DIP
D Section lI & 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)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI1 L 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: __ . Longitude: -_._
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational points) 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 15A NCAC 02T .0305(h)(I ):
❑ 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-I6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC. 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305{t) contains minimum separations that shall be provided for sewer systems-
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer includirip, 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 I or
Class II 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
To2 slope of embankment or cuts of 2 feet or more vertical height
10 feet
-Drainage systems and interceptor drains
5 feet
Any swimm ng pools
Final earth grade vertical
I0 feet
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
➢ If noncompliance with 02T.0305(o or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N A
➢ 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
D 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 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 & Buffer Perm ittin Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(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 ❑ N/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 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:
1. Does the submitted system comply with ISA 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
IfNo, complete and submit the Variance. -'Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re uest is re uired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1, _�-,-;!Jerj T P6 _ attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 seat signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes I43-215.6A 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. �0,III it#, I
North Carolina Professional Engineer's seal, signature, and date:.•�'ES'' •.�� ''. i
= i
iq
� 5
Iolt Jom%rj
3. Applicant's Certification per 15A NCAC 02T .010`6(b1):
Aol—attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. 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 I43-215.6A 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
Ww.17 May
FORM: FTA 04-16 Page 5 of 5

Ad
NCDEQ DWR — Fast -Track Sewer System Extension Application Attachment
Additional Information
Vt. 4. Other: Public Library
Cover Letter
Project: Fuquay-Varina Public Library
Owner: Wake County
Engineer: CLH design, p.a.
Date: 05.E 15/2019
A new public library is proposed at 271 Bramblehill Drive, Fuquay-Varina, North Carolina. A
gravity sewer extension will be required to serve the new facility.
The public library building will be sized for 12 employees total (counting all shifts) and will have
85 seats for library users. The wastewater design flow rate was calculated as 5-gpd per employee
per shift (office use) and 25-gpd per seat (comm nity center use). The a pected Avera Te Daily
Flow for the facility is 725-gpd.
The nearest public sewer, an 8-in gravity sewer main (WQ0039452), is owned and operated by the
Town of Fuquay-Varina. This 8-in gravity sewer is currently under construction by the Adalyn
Place Subdivision (Permit No. WQ0039452). This is the only sewer option for this site. The
system eventually flows to Harnett County's North Harnett Regional WWTP (WQ00)4_). 00"? 1�3f
An 8-in gravity sewer system is proposed to convey wastewater from the library to the existing
public sewer.
No wetlands are within 50-ft of the proposed sewer lines. No stream exists within 100-ft of the
proposed sewer lines.

•
�OF WATFRp State of North Carolina
`O G Department of Environment and Natural Resources
r? Division of Water Quality
p -c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Fu ua-Varina Library
Afore than one FTS,E may be required for a single project if the owner of the 11'Y1"TP is not responsible far 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 o
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636 S
All flows are in AIGD o N o
c. WWTP facility's permitted flow 2.60 ., > v b
d. Estimated obligated flow not yet tributary to the WWTP 0.539 w
e. WWTP Facility's actual avg. flow 1.384
f. Total flow for this specific request 0.007 *,
�..
g. Total actual and obligated flows to the facility 1.930 I�
h. Percent of permitted flow used 74.2%
Il. 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,* (Finn! pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
* 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 pealing
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.
Page 1 of 6
FTSF Oh- I I

Certification Statement:
I Jay T. Meyers, PE, Public Utilities certify to the best of my knowledge that the addition of
Director
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 indicates acceptance of this wastewater flow.
Sig i `g Q ci atit Pate
Page 2 of 6
1~TSE 06-13

State of North Carolina
Department of Environmental Quality
D:w Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting AIlocation: Town of Fu ua -Varina
Project Name for which flow is being requested: Town of Fu
ua -Varina Library
Mors than one FTSE mrry he i squired for a single project if the owner of th} IMITP
is not responsible for all pump
.stations along the route of the proposed wa.steivater• 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 #: NCO021636
A11 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
1.108 MGD
FV Obligated Flow NYT
0.539 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.266 MGD
Angier Obligated Flow NYT
0.190 MGD
e. WWTP facility's actual avg. flow
5.471 MGD
FV Actual Flow
1.470 MGD
Lillington Actual Flow
0.923 MGD
HC Actual Flow
2.387 MGD
Angier Actual Flow
0.691 MGD
f. Total flow for this specific request
0.007 MGD Lli�
g. Total actual and obligated flows to the facility
_
6.586 MGD
FV Actual Avg. + Obligated Flow
2.016 MGD
Lillington Actual Avg. + Obligated Flow
1.036 MGD
HC Actual Avg. + Obligated Flow
2.653 MGD
Angier Actual + Obligated Flow
0.881 MGD
h. Percent of permitted flow used
NC Dept of Environmental Quality
MAY 242019
Raleigh Regional Office
87.81 %
Page 1 of
FTCF (if,_ 1 11

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
Finn Flow"
Current Avg,
Tributary
Flow Plus
(Name or
Capacity. * (Firm pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 2.869 0.944 3.813 1.947
* 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 Pen -nit Number: NCO021636
111. Certification Statement,
I Steve Ward 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 ith local established policies and procedures using the best
available data. This certification lies to those items listed above in Sections I and 11 plus all
attached planning assessment ad dums for which I am the responsible party. Signature of this
form indicates acceptance ofjhi vastewater flow.
Signing t7ffi'cial Signature
Date
Page 2 of 4
F1SE 06-13

Fuquay-Varina Public Library Portion of USGS Quad Map
Wake County North Fuquay-Varina, NC - 2016
Scale: 1' = 2,009

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Proposed
Gravity
Sewer Proje
Site
J. Downstream ON
Connection Point
WQ0039452�
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41-4
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NC Dept of Environmental Quality
CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P: 919.319.6716
www.clhdesignpa.com
Letter of Transmittal
CLH Project Number:
MAY 2 4 2019
Raleigh Regional Office
May 22, 2019
To:
Fast -Track Sewer Review
Company:
NCDEQ Division of Water Resources
Address:
1628 Mail Service Center
City/State/Zip:
Raleigh, INC 27699-1628
Phone:
919-791-4200
Method:
UPS Ground
Subject:
Fuquay-Varina Public Library
Prints
X
Originals
Specifications
Applications
X
Reports
X
Copy of Letter
Submittals
Other:
X (FeO
Copies
Date
Description
2
05/17/19
Fast Track Application (FTA10-14) (1 Original & 1 Copy)
1
05/17/19
Flow Tracking/Acceptance Form (FTSE 06-13) -Town of Fuquay-Varina
1
05/21 /19
Flow Tracking/Acceptance Form (FTSE 04-16) - Harnett County
1
05/20/19
FTA Application Attachment / Cover Letter
1
05/17/19
USGS Quad Map
1
05/17/19
NRCS Soil Map
1
05/17/19
Aerial Map
1
05/20/19
1 Application Fee
Additional Remarks:
Please accept the attached documents for review and approval of the proposed sewer system to serve
Fuquay-Varina Public Library in Fuquay-Varina, North Carolina.
Please call or email Steve Miller (smiller clhdesignpa.com) with any questions or if you need
additional information. Thanks.
Signed:
Cc: File
CLH design, p.a.

Robinson, Jason
From:
Allen, Trent
Sent:
Monday, June 10, 2019 1:10 PM
To:
Cashion, Ted
Cc:
Robinson, Jason
Subject:
RE: 725 gpd to N. Harnett WWTP
No problems.
Trent
From: Cashion, Ted
Sent: Thursday, June 6, 2019 2:04 PM
To: Allen, Trent <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: 725 gpd to N. Harnett WWTP
Hi Trent,
We have a fast track sewer application from Fuquay to discharge 725 gpd from a library to North Harnett WWTP.
Just making sure you're ok with us issuing the permit.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID
Departmanl of EnvironmentAl Quality
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