WQ0041013_Application (FTSE)_20190710

JUL 10 2019 State of North Carolina
DWRDepartment of Environmental Quality
Raleigh Regional QiiCe Division of Water Resources
Dlvlslon of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: A Af L 1l C 13 (to he compicred by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Clayton (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership ❑Privately -Owned Public
Utility
❑ FederaI ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Nanc Medlin per ISA NCAC 021 ,0lO.Ll
Title: Deputy Town Manager
4. Applicant's mailing address: PO Box 879
City. Clayton State: NC Zip: 27528-
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5. Applicant's contact information:
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Phone number: [phone] Email Address: asimerman townofcla onnc.or
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I1. PROJECT INFORMATION:
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1. Project name: Walk at East Villa age - Phase 2
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2. Application/Project status: ® Proposed (New Permit) ❑Existing Pen-nit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.642508 Longitude:-78.443888
5. Parcel 1D (if applicable): 166807-59-0985
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James David Arnold PE License Number: 036865
Firm: The Nau Comnanv. PLLC
Mailing address: PO Box 810
City: Rolesville State: NC Zip: 27571-
Phone number: [phone] Email Address: damold c-thenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Little Creek WRF Permit Number: 0025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0038698 Downstream (Receiving) Sewer Size: 8 inch
Sysjcjn Wide Collection System Permit Nteaitlej: WQC500147
Owner Name(s); Town of Clayton
FORM: FTA 04-I6
Page I of 5

VI. GENERAL REQUIREMENTS
L If [lie 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 Develn eCs Operational Agreement FORM: DI V been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Hone/PropertyOwners' Association has an O erational Agreement FORM: HOA been attached'?
❑ Yes ❑No ®N/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 ;` day care ❑ Medical i dental i veterinary facilities ❑ Swimming Pool :Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filtcr Backwash
❑ Businesses' offices factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater, 100 Residential % Domestic/Commercial 0 % Commercial
0 °'o Industrial (See 15A NCAC 02T .0103 20 )
-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 t 4 ? ® Yes []No
If yes, provide a cony of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
57 Single Family Homes
Daily Design Flow'-b INo. of Units] Flow
250 gal/day
57
14,250 GPD
gap
GPD
gal/
GPD
gal/
GPD
gal:
GPD
gal.
GPD
Total
14,250 GPD
a See 15A NCAC 02T .0114 b d c I and w 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 Iocated 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 .Oi 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation pattems, and other measured data.
S. Wastewater generated by project: 1. 4,= GPD (per i 5A 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 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA tIf Applicable) -1}2T .03tt5 & AIDC (Gra%j1v Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
S I1631 PVC
Section lI & 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — t12T .0305 & ,1IDC(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 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 I 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 Iess than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 021'
.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.
11
10, 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 multiple station power outage.
FORM: FTA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02'I .0305t ff & (g) ® Yes ❑ No
"r 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305 cannot be achieved.
"*Stream classifications can be identified using the Division's NC Surface Water C_ lassifications webnage
% if noncompliance with 02T.0305 or 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
% 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 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)(6) (additional permits/certifications)? ® Yes []No
Per I5A NCAC 02T.0105(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 ofdependent 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 seer, 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 15A 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, complete and submit the Variance.+Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required 2rior to submittal of the Fast Track Application and supporting documents.
2_ Professional Engineer's Certification_
1, James David Arnold, PE
(Professional Engineer's name from Application Item IIL1.)
attest that this application for
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 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 fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, sign#cure, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
`,11y1111111111f/++i
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DA V t O Ap ,,�•.
�++++r111111111111,
07/10/2019
Maow rl . 1= U�`f _ cur4 mf}m)q tpeyt 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. I understand that if all required pans 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a CIass 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: f Date: �i
FORM: FTA 04-16 Page 5 of 5

NC Dept of Environmental Quality
JUL 10 2l
Raleigh Regional Office State of
Department of Enviro North Carolina
Divisionnmental Quality.
1'ntitY Re F!o}v TracEin of 13'ater Resources
questing Allocation; g for SeyVer Extension A
Project Na Tow of
Nam, for which n Cla Applications
�1nre flow is b on �Frslr 10-18)
QT rhnp nice F]SE In Err etng requested;
r4uiredfar Walk
1 C slatinns' aIn a srgR�ep►�jecr aEast Vi11a a Ph
a ° fete this secthe
ion only if o �`� !/re rngrr q/ r/r ��111'w
H psle alrfiiIT . not respan�
WrP Facility n Y u are the rJlny; r6/efnrn/Ipam
owner of the wastewater treat
b. 1Vlyrp Facility pe me' Little Cre
unit #7fJ,),,,
S4S3 ek W ll RF lent plant.
c. WWrp facility's Permitted. Esti
Estimated obligated All flay�,5
e. flow not LCWRF , are tit AfGD
WTp facility's actual
Yet trio Rai - , —5 + J°Co 1.34 +
. Total flow for al all f7 utary to the WWrp 0.8342 1.0
g' Total actual andhis specific request h. Percent to obligated /lot► s 2.9263
pe1ntitied e faci
tlow. used / to the 0.0143
Il. Complete 3.6748
waste , this section for
�+ ater flow 76 Sb%
cacti Pump station you are
res
List putnP station,Ponsible for along t
located betw he route of
this proposed
between the project co
pump nnection point and
Station pump (A) the WWrp;
Station Design (B)
(Naln
tu
Num1b or Permit rill A vera a (C)
ber) No. Capacity,DailyFlowll APprax Obligated, (D)�(BfC)
(Fi Cu Not yet
Arbors �iCD � � pI), 'Tent W 36203 h4l Avg Dail Tributary rota! Current
0.56$g FloIt-. Nil Daily Flo It, Plow Plus
0.2?7S Al Obligated Available
0.U223 Floe•
0.0143 rapacitylll
0.0366
0.1909
that he Firm Ca
Aacity. id
cart be achieved gn no ---
the of
Design►pith the largestany Pum
gvera y Flow • pum A statiofse defGaed ~a
apt} not less ge Dsil • P taken oat as the
than 2.s, per Sessl is the fir r►'ice. rimnm
** A plannin ction 2.4lm capacih• ofthe pumped Ao►v
be
the project connect • ndutn shall be
of the A p'num station di►ided by, apeaking
Addc
ctton ll be attached gn Criteria. factor
Downstream Facility Na point for each
�ou'nstre and the 1L�p where the pul station located
am permit me iSewerj: Walk Available Ca
Number; at East Villa Capacity
is p•
WQ0038698 e Ph 1
Page ! f6
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The Nau Company
Unsulting Civil Engineers
August 8, 2019
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Walk at East Village Phase 2 Sanitary Sewer Permit
Dear Sir/Madam:
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for Phase 2 of the existing Walk at East Village Subdivision located in Clayton, NC.
This phase shall include approximately 1,631 If of 8" PVC gravity sewer that will serve 57
proposed single family lots. Per previously approved flow reduction letter, a flow of 250 gpd lot
will be required for a total flow of 14,250 gpd.
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company,
PLLC
David Arnold, PE
[e-mail]
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Mr- Steve Biggs, Town Manager
Town of Clayton
Post Office Box 879
Clayton, North Carolina 27520
Boar Mr. Biggs:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 2, 2001 NC Dept of Environmental Qualit\
JUL 10 2019
Raleigh Regional Office
Subject_ Town of Clayton
Flow Reduction Approval
Johnston County
On January 3, 2001, the Division of Water Quality received your flow reduction request for new
single-family dwellings in the Town of Clayton. The letter requests approval of a residential flow value of 250
GPD/residence for any future dwellings that may become tributary to the subject wastewater collection system.
The Division also received additional information on April 3, 2001
The information provided flow records between January 1998 and November 2000 for the W WTP.
The evaluation also included the daily wastewater flows for a 33 day period from February 19 through March
23, 2001 for a select 97 homes in accordance with 15A NCAC 2H .0219(I)(3).
Based upon the information submitted, the Division hereby approves the use of 250 GPD per single-
family residence in all applicable non -discharge permit applications for future sewer line extensions for the
Town of Clayton. This consideration applies to any applicable future projects submitted to the Division as well
as any projects which are currently under review. Reyardles,. of the atdiusled dcciert daily ►vmstiwatcr flow rate,
at no time shall the wastewater flows exceed the cffEurni limits drl'tne�l in ihr Tr�t�n's Nl'I71 5 ne rntiE for the
IML1311011 IacihtUI tlxcuedu llle ca tacit cif the -; %ver,; downjrcagr of any netiv sower e.Vcrtsion-
If you have any questions or comments regarding this maticr, please contact Mr. Kim H. Colson at
[phone] ext. 540,
Sir -0 ely. >>�
Kerr 7'. 5teverr,
rc Raleigh Regional Office
1617 Mull Service Center, Raleigh, North Carolina 27699- 1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Ftrployer 50% recycled/I0% post consumer paper

The Nau Company
Consulting Civil Engineers
PO Box 810
Rolesviile, NC 27571
919-435-6395
TRANSMITTAL
Deliver to
NCDEQ Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh NC 27609
919-791-4200
Project name
Submittal type
Project number
Sender
David Arnold, PE
919-630-2552
Date July 10, 2019
Delivery method Hand Delivery
The Walk at East Village - Phase 2
Sanitary Sewer Permit
Quantity
Date
Description
2
07/10/19
Fast Track Application
1
07/10/19
Check for $480
2
07/10/19
Flow Tracking/Acceptance - Fuquay Varina
2
07/10/19
Flow Reduction Letter
2
07/10/19
USGS Quad Map
Z
07/10/19
Aerial Map
IVII
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Comments/Notes
Please see attached application and documents for your review. This is for a Phase 2 of the existing
Walk at East Village Subdivision in Clayton NC. Please let me know if you have any questions or
comments. Thanks, David

Deck, Erin M
From: David Arnold <[e-mail]>
Sent: Thursday, August 8, 2019 2:18 PM
To: Deck, Erin M; Andrew Simerman
Subject: [External] RE: Walk at East Village -Phase 2 Fast Track Sewer extension application
Attachments: 2019-08-08 Walk at East Village Phase 2 Cover Letter and Permit Application
Package.pdf
r _ Externatemail. Do not ai a licks or open attachments unless you verify. Send all suspicious emal[as an attachment to
imp aq.sPdff4L nG:J 4.Y
Erin,
Attached is a new cover letter and previously submitted information. Please let me know if this addresses your
comments.
We do not have any high priority lines. I believe the "No" box was checked on the application. We have streams onsite
but nothing we are proposing crosses them.
Thanks,
David Amold, PE
The Hau Company
d
Mobile [phone]
www.thenauco.com
From: Deck, Erin M <erin.deck(@ncdenr.eov>
Sent: Wednesday, August 7, 2019 1:29 PM
To: darno[[e-mail]; Andrew Simerman <[e-mail]>
Subject: Walk at East Village -Phase 2 Fast Track Sewer extension application
Good Afternoon,
I am in the process of reviewing the subject application and require additional information.
-Per the general instructions, a cover letter is required. Please submit a cover letter with the system type, number of
homes served, flow allocation required etc. If necessary for clarity, include attachments.
-Please verify that there are no high priority lines("any aerial sewer, sewer contacting surface waters, siphons or sewer
positioned parallel to stream banks") as there appear to be streams in the project area. Once this information is
received, I can move forward with drafting this permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258