WQ0042141_Application (FTSE)_20201125

State of North Carolina
Department of Environmental Quality
DWR
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SXSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 4AQ 00 _l�_LL[�_ (to be completed by DWR)
All itents must be com Ieted or then Iicatimt viil be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuduay-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: Lay Mevers, P.E.- per 15A NCAC 02T .0I Ofi(b1 tal Qual ity
Title: Public Utilities Director
riC Dept of Environtnen
4. Applicant's mailing address: 114 N. Main lreci q0M
City: Fucuay-Varina State: NC Zip: 27526-� NovGL
5. Applicant's contact information: I,p egional office.
Phone number: Q19) 567-3911 Finail Address: imeyers a fueuay-yarina.org Ra�CI�',
II. PROJECT INFORMATION:
1. Project name: Favelieville Road Commercial
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
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.66083° Longitude:-78,69489'
5. Parcel ID (if applicable): 689866132
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: N. Ray Watson Jr License Number: 11682
Firm: McAdams
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-_
Phone number: [phone] Email Address: walso[)lncadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Terrible Creek Permit Number: NC 006651�f
owner Name: '_rown of FuauayVarina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(;): WQqq3y064M Downstream (Receiving) Sewer Size: g inch
sleet Wide Collection Svsletn Pern►it Numbcr[s)ppl+blc1: WQCS00193
Owner Name(s):1'own of Fuc u V
FORM: ETA 04-16 Pago i of 5

VI. GENERAL REQUIREMENTS
I. 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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a lionie/Properly Owncts' A;zsociation has an Operational Agreement (DORM: 1-10A) 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 / 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: % Domestic/Commercial 100 % Commercial
% Industrial (Sec l SA NCAC 02T.0 103(?l)))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T ,01 14(Q? ❑ Yes ® No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021,01140
Daily Design Flow ° b
No. of Units
Flow
restaurant, full service
40 gal/seat
54
2160 GPD
restaurant, full service
40 gal/seat
40 gal/seat
30
20
5
1200 GPD
800 GPD
1250 GPD
restaurant, full service
service station
250 gal/fixture
gal/
GPD
gal/
GPD
Total 5410 GPD
a See A NCA2:1' .0114(lJ� tl _(e)( I ) and te)(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 .0l 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.
8. Wastewater generated by project: 5410 GPD (per )NCAC
)> 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T ,0305 & NIDC (C;rnvlty SCw4v1-s):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
452
PVC
8
407
DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section Ill contains information related to minunum slopes for gravity sewer(s)
➢ 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 Pum) 8tatio1ks/h0VVC IVlnbts:
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 (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
I Size (inches) I Lengt► (feet) I Material
6. Power reliability in accordance with I5A_NCAC U2'I' .U3U5(hKJI ,
❑ Standby power source or pump with automatic activation and telemetry - ISA 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 tinieframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX• SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NC& 02'f .0305ffl & , ® Yes ❑ No
Setback Parameter*
Separation Rc uired
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
18 inches
Reclaimed water lines (vertical - reclaimed over sewer)
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 II impounded reservoirs used as a source of drinking water
**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)
100 feet
_
50 feet
_
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
An building foundation
5 feet
10 feet
Any basement
_
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
36 inches
Final earth grade vertical
➢ I SA NCAC 002`C.03n5(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_webnage
If noncompliance with 02T.0305(f) 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
➢ Seethe 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
Y 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 0213 .020M ❑ Yes ® No ❑ N/A
Y 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?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)j6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 021.0I05(cj O, 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, Aormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02_f.(i402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to atreambanks that is subject to erosion that undermines or deteriorates the sewer.
® Yes ❑ No ❑ N/A
Y 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 permittec or Its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual Systern-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA 1JCAC 02'I', the Mininnnn Design Crileiv for the Fc nniltin �f I'tkmp Staliuus
pttd Force ivlaius (latest version), and the Graff Sewer Mi tinnim Uc,i gn Criterial latest very#oi j as applicable?
® Yes ❑ No
If No, complete and submit (lie Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aporoval of the re uest is required prior to submittal of the Fast Track A1plication and su ortln documents.
2. Professional Engineer's Certification:
I, -AIO,e,CI AXr PA t/ IAIIJ 7SO/y -Z P, attest that this application for
(Professional Engineer's name from Application Item III. I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in die 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 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 violaliorl,,t+kr"narrurrpq
North Carolina Professional Engineer's seal, signature, and date: ; e,Cj j- FES8 's
z
411111/1 N
3. Applicant's Certification per 15A NCAC 02T .0106(b): �� o2 2)
I, �a T MPS �� �(��p� �i �rt e�1 r. __.__attest that this application for
(Sinatur�Authorily>fs name & title from Application Itcm 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 arc not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statute 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,
Signatu7_ a11t;
__Datc: �_1t[Oy ZOZ�
�C Dept of EoyIf
VO4 25 20
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FORM: FTA 04-16
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JX Dept of Environmental Quality
0MCADAMS NOV 25 22 LETTER Of TRANSMITTAL
Tonal Office
Date: November 25, 2020 Raleigh Rcb HAND DELIVER
To: Mr. Jason T. Robinson, PE Re: Fayetteville Road Commercial
Raleigh Regional Office Sanitary Sewer Fast Track Application
Water Quality Regional Operations ist Submittal
NC Division of Water Resources, DEQ
Raleigh, North Carolina 27609 Job #: MOC-20030
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
❑ Plans ❑ Prints
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
2
Copies
FTA 04-16 Application and Supporting Documentation
2
Copy
FTSE 06-13 Flow Tracking Acceptance
1
Copy
Project Narrative
1
Copy
Echeck for $480 Application Fee
1
Set
Sanitary Sewer Plans
Transmitted as checked below:
❑ For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
creating experiences through experience
® For review + comment
❑ Other
❑ Other
Signatur vat'yrt'/
"N.'Raelatson, Jr, PE If
Technical Manager, Multi -Site
2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

�J MCADAMS
November 24, 2020
Mr. Jason T. Robinson, PE
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: 8205 Fayetteville Road Commercial
Sanitary Sewer Fast Track Application
Project Narrative
MOC-20030
NARRATIVE > MOC-20030
Qua�.ry
n�itonmenta`
0114
" q %� To
O,JNZA
In support of the plans and application, this Project Narrative is provided to provide background on the project and
scope of work proposed.
Protect Location
The project is within the city limits of the Town of Fuquay-Varina, Wake County, North Carolina. The project is 3 tracts
located on the east side of US 401 (Fayetteville Road). The property to the north is Kings Grant Commons Shopping
Center, the property to the south is vacant, the property to the east is residential.
Proposed Development
The proposed development will be 3 commercial developments:
Based on 2T rules, the estimated flows are:
• Lot 1
Quick Service Restaurant with drive through-42 interior seats, 12 exterior seats, 54 total seats
40 gallons per day per seat
54 x 40 = 2,160 gallons per day
• Lot 2
Restaurant with drive -through, 20 interior seats 10 exterior seats
Restaurant, 10 interior seats, 10 exterior seats
Total 50 seats
40 gallons per day per seat
50 x 40 = 2, 000 gallons per day
• Lot 3
Automotive service, 5 plumbing fixtures (2 water closets, 1 urinal, 2 hand sinks)
creating experiences through experience 2905 Meridian Parkway. Durham, NC 27713/919 361 5000

tJ MCADAMS
2T, service station, 250 gallons per plumbing fixture
5 x 250 = 1,250 gallons per day
NARRATIVE > MOC-20030
Proposed Public Sanitary Sewer
There is not sanitary sewer serving this project. There is a 20-foot wide Town of Fuquay-Varina public utility easement
that adjoins the site at the northeast corner. The manhole is approximately 700 feet east of the northeast corner of
the site. There will be approximately 50 feet of aerial crossing over wetland. The sanitary sewer will turn south for
approximately 315 feet in a new Town of Fuquay-Varina Public Utility Easement to the south property line of the
proposed development.
Laterals will be provided for the 3 proposed developments.
The sanitary sewer system connects to Terrible Creek Wastewater Treatment Facility operated by the Town of Fuquay-
Varina, Permit Number NC0066516.
Consideration of this response is greatly appreciated. If you should have any questions or require additional
information, please do not hesitate to contact me at 919. 418. 4715.
Sincerely,
MCADAMS
N. Ray Watson, Jr, PE
Technical Manager, Multi -Site Commercial
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`p C. Dejya ct%VAp0&f?onmcnt and Natural Resources
a0i�h �Cr� Division of Water Quality
o Flow Tracking/Acceptance for Sewer>F;xtension Permit Applications
i (PTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: 8205 Fayetteville Road Commercial
More than one ME ma), be reclrnred for a single project if the owner of the WWTP is nvi responsible for all prong
stations along the route ofthe proposed wastewaterflow.
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
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWT1' 0,803
e. WWTP facility's actual avg. flow 1,152
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility 1.960
h. Percent of permitted flow used 65.33%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pwnp stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm
Flow**
(Mane or
Capacity,*
(Firm / pt),
Number)
MGD
MGD
Cyperss
0.343
0A37
Mills
0,504
0.202
Middle
0.720
0.288
(B)
(C)
Obligated,
Approx.
Not Yet
Current Avg.
'tributary
Daily Flow,
Daily Flow,
MGD
MGD
0.024
0.005
0.113
0.086
0.143 _
_ 0.086
(D)=(B+C) (f)=(A-D)
Tolal Currant
Flow Plus
Obligated
Available
Flow
(rapacity***
0.029
0.108
0.199
0.003
0.229 _
0.003
"The Firm Capacity of any pump station is detiord as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Avernge Daily Flow Is the firm capacity of the pump station divided by it peaking
factor (pl) not less than 2.5.
*** A Planning Asseasment Addendum shall be attached for each pump station located
between the project connection point and the W WTP where the Available Capacity is < 0.
Page I of 6
FUSE 06-13

In.
Certification Statement.
I Jay T. Meyers, P.E., 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 Il
plus all attached planning assessment addendums for which I am the responsibte party.
Signature of this form indicates acceptance of tins wastewater flow.
Page 2 of 6
2Q /VVV �OZ
Date
FfSE 06-13