WQ0039808_Issuance of Permit_20180221

ROY
• COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Water Resources
Environmental Quality
February 21, 2018
Adam Lindsay, Town Manager
Town of Clayton
111 E. Second Street
Clayton, NC 27520
Subject: Permit No. WQ0039808
Town of Clayton
Parkview Phases 4&6
Wastewater Collection System Extension Permit
Johnston County
Dear Mr. Lindsay.:
In accordance with your application received January 9, 2018 we are forwarding herewith Permit No.
WQ0039808 dated February 21, 2018, to the Town of Clayton (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a
name change must first be approved by this office.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes,and filed with the Office of Administrative Hearings,6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made,this permit shall be final and binding.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive. Raleigh.NC 27609 Fax:(9191 78X-7159

•
Town of Clayton
Permit No.WQ0039808
If you need additional information concerning this matter, please contact Jason Robinson at (919) 791-
4200or via e-mail at [e-mail].
Sincerely,
for Linda Culpepper.
Interim Director, Division of Water Resources
by S. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Donald C. Adams, PE of Adams& Hodge Engineering, PC: [e-mail]
Johnston County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Clayton
Johnston County
for the construction and operation of approximately 853 linear feet of 8-inch gravity sewer to serve 51
townhomes as part of the Parkview Phases 4 & 6 project, and the discharge of 12,750 gallons per day of
collected domestic wastewater into the Town of Clayton's existing sewerage system, pursuant to the
application received January 9, 2018 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 and updated in March 2008, as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2008, as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of iss ce until rescinded and shall be subject to the specified
conditions a imitations cont therein.
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039808
Permit Issued: February 21, 2018
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SUPPLEMENT TO PERMIT COVER SHEET
Town of layton is hereby authorized to:
Construct, and then operate u.on certi'ication the aforementioned wastewater collection extension. The
sewage and wastewater collected by t is system shall be treated in the Town of Clayton's Little Creek
Wastewater Reclamation Facility in accordance with Permit Number NC0025453.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable; nd the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force wins adopted June 1,2000 and updated March 2008,as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification provided
by a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as-con-tructed project meets the appropriate design criteria and rules.
Construction and operation is conting-nt upon compliance with the Standard and Special Conditions
identified below.
I. SPECIAL CONDITIONS
•
No Special Conditions
II. STANDARD CONDITIONS
1. This permit shall not be transfera•le. In the event there is a desire for the wastewater collection
facilities to change ownership, or t ere is a name change of the Permittee, a formal permit request
shall be submitted to the Division ac ompanied by documentation from the parties involved, and other
supporting materials as may be ap•ropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidabl: unless the wastewater collection facilities are constructed in
accordance with the conditions of his permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's
Minimum Design Criteria for the Fas -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and updated March 2008, as applicable;Ppp cable; and other supporting materials unless specifically
mentioned herein. [15A NCAC 02T.1110]
3. This permit shall be effective only ith respect to the nature and volume of wastes described in the
application and other supporting da a. [15A NCAC 02T.01101
4. The wastewater collection facilitie- shall be properly maintained and operated at all times. The
Permittee shall maintain complianc: with an individual system-wide collection system permit for the
Page 4 of 8

operation and maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit
is not required, the following performance criteria shall be met: [15A NCAC 02T.0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to •
land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
• once per week.
•
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems,the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal
means to require grease interceptors at existing establishments. The plan shall also include
legal means for inspections of the grease interceptors, enforcement for violators and the legal
means to control grease entering the system from other public and private satellite sewer
systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall
be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a)through (i) of this Rule for a minimum of three
years with exception of the map,which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
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a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable •
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to
the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully
executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with
the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of
sewer lines &force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media ([D or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,separation
distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity,
pump cycle times, and level control settings, pump station buoyancy,cy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force mains
with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump
is dedicated to multiple 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.
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•
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit. Please
note that variances to the Minimum Design Criteria should be requested and approved during the
permitting process prior to construction. After-construction requests are discouraged by the Division
and may not be approved,thus requiring replacement or repair prior to certification &activation. [15A
NCAC 02T.0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined,
a slope variance can be requested from the Division with firm supporting documentation.This shall be
done through a permit modification with fee. Such variance requests will be evaluated on a case-by-
case basis. Resolution of such request shall be evident prior to completing and submitting the
construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T.0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T;the Division's
Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008,
as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 and updated March 2008 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division,in accordance with North
Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities,and/or referral of the North Carolina-licensed Professional
Engineer to the licensing board. [15A NCAC 02T.0104; 15A NCAC 02T.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation
of nuisance conditions,the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement facilities. [15A NCAC
02T.0110; 15A NCAC 02T.0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal,State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by the
Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
•
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Town of Clayton
PERMIT#: WQ0039808
PROJECT: Parkview Phases 4& 6
ISSUE DATE: February 21, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this
permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that d cuments the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality egional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion of
this Certification shall be considered a vi lation of the permit and shall subject the Permittee to appropriate
enforcement actions. The Permittee i responsible for tracking all partial certifications up until a final
certification is received. A Final Certi ication shall be a complete set of record drawings and design
calculations regardless of whether parti Is have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permit ee, hereby state that this project has been constructed pursuant
to the applicable standards & require ents, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permi ted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe(❑ seriodically,❑weekly,n full time)the construction of the project
name and location as referenced abov- for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was use., in the observation of the construction such that the construction
was observed to be built within substan ial compliance of this permit; 15A NCAC 02T;the Division of Water
Resources' (Division) Gravity Sewer Mi imum Design Criteria adopted February 12, 1996 and updated
March 2008, as applicable; the Division'. Minimum Design Criteria for the Fast-Track Permitting of Pump
Stations and Force Mains adopted Ju e 1, 2000 and updated March 2008, as applicable; and other
supporting materials.
North Carolina Professional Engineer's S-al w/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers(attach if necessary):
Division of
Water Resources,Raleigh Regional Office,Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
T nratinn• RRM Rarratt ririln. Ralainh NC 1761113 17.,..•/0101'722 '71 CO

0
• State of North Carolina
Department of Environmental Quality
_ DAN R
_ 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: Vv lX 00 '"8o8(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Clayton(company,municipality,HOA,utility,etc.)
2. Applicant type: El Individual El Corporation El General Partnership El Privately-Owned Public Utility
❑Federal El State/County ®Municipal ❑Other
3. Signature authority's name:Adam Lindsay per 15A NCAC 02T.0106(b)
Title:Town Manager
4. Applicant's mailing address: 111 E.Second Street
City:Clayton State:NC Zip:27520-
5. Applicant's contact information: d t„
Phone number:[phone] Email Address:crowlandc townofclaytonnc.org c
co
5
II. PROJECT INFORMATION: o ..61°
1. Project name:Parkview Phases 4&6 — t
c
2. Application/Project status: ®Proposed(New Permit) El Existing Permit/Project o
If a modification,provide the existing permit number:WQ00 and issued date: n crs
a�
If new construction but part of a master plan,provide the existing permit number:WQ00
3. County where project is located:Johnston Z
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.6634° Longitude:-78.4620°
5. Parcel ID(if applicable): 165908-97-7935
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Donald C.Adams,Jr,PE. License Number:25469
Firm:Adams&Hodge Engineering,PC(Firm#C-4187)
Mailing address:335 Athletic Club Blvd
City:Clanton State:NC Zip:27527-
Phone number:[phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Little Creek WRF Permit Number:00-25453
Owner Name:Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ0039354 Downstream(Receiving)Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if applicable):WQCS09447—
Owner Name(s):Town of Clayton 00l17
•
Set aµHai 1,
FORM:FTA 04-16 Page 1 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 ZN/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 ZN/A
3. If the Applicant is a Home/Propertv Owners'Association,has an Operational Agreement(FORM:HOA)been attached?
El Yes ❑No ZN/A
4. Origin of wastewater:(check all that apply):
Z Residential Owned El Retail(stores,centers,malls) El Car Wash
❑Residential Leased El Retail with food preparation/service El Hotel and/or Motels
El School/preschool/day care El Medical/dental/veterinary facilities ❑Swimming Pool/Clubhouse
❑ Food and drink facilities El Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories El Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T.0103(20))
I-*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? Z Yes ❑ No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a.h No.of Units Flow
Residential Townhomes 250 gal/day 51 12,750 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 12,750 GPD
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.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 021.0114]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 12,750 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why:
El 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

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
• 1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 853 PVC
> Section II&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)—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 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 15A NCAC 02T.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 of 5

.IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®Yes ❑No
• ➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
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 II impounded reservoirs used as a source of drinking water 100 feet
**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) 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 systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
D 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 webpage
➢ If noncompliance with 021.0305(0 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
> 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?
D. 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 15A 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 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

e. . .

• •
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/Alternative 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 supporting documents.
2. Professional Engineer's Certification:
I, Donald C. Adams,Jr., PE attest that this application for
(Professional Engineer'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 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 143-215.6B, 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.
North Carolina Professional Engineer's seal,signature,and date: r'� G p►R p ''
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
Adam Lindsay,Town Manager attest that this application for
(Signature Authority'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. 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 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 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: `I /A ,: • Date: /a 25.17
I
FORM:FTA 04-16 Page 5 of 5

v
State of North Carolina
Department of Environmental Quality
ADivision of Water Resources
Division of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Parkview Phase 4 & 6
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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Little Creek WRF
b. WWTP Facility Permit#: 0025453
All flows are in MGD
c. WWTP facility's permitted flow 2.5 + 1.3
d. Estimated obligated flow not yet tributary to the WWTP 0.9068
e. WWTP facility's actual avg. flow 1.6417
f. Total flow for this specific request 0.0128
g. Total actual and obligated flows to the facility 2.5485
h. Percent of permitted flow used 67.07%
II. 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, * (Firm/p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
NRLS #2 1.0800 0.4320 0.1925 0.2106 0.4031 0.0289
* 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(p1)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): Sam's Branch
Downstream Permit Number: WQ0030569
Page 1 of 6
FTSE 04-16

l

4rEtv�Q JUL 0 2001
State of North Carolina ". G41> (A`�
Department of Environment
and Natural Resources ` `"
Division of Water Quality
Michael F.Easley, Governor NCDENR
William G. Ross Jr., Secretary
Kerr T.Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 2, 2001
Mr. Steve Biggs,Town Manager
Town of Clayton
Post Office Box 879
Clayton,North Carolina 27520
Subject: Town of Clayton
Flow Reduction Approval
Johnston County
Dear Mr.Biggs:
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 WWTP.
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(1)(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. Regardless of the adjusted design daily wastewater flow rate,
at no time shall the wastewater flows exceed the effluent limits defined in the Town's NPDES permit for the
treatment facility or exceed the capacity of the sewers downstream of any new sewer extension.
If you have any questions or comments regarding this matter,please contact Mr. Kim H. Colson at
[phone] ext. 540.
Si a ly,
.l
/Kerr T.Stevens
cc: Raleigh Regional Office
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone [phone] Fax [phone]
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STREET LEVEL MAP - PARKVIEW- PHASES 4&6
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A

Robinson, Jason
From: Andrew Hodge <[e-mail]>
Sent: Tuesday, February 20, 2018 2:19 PM
To: Robinson, Jason
Cc: Donnie Adams
Subject: [External] FW: Parkview Phases 4&6
External email, 13o not click links or open attachments utt1 vet itied, Send all sapid pus email 3 an attachment to
Hey Jason,
Donnie forwarded me this email you sent him.
We had the wrong# for the Town of Clayton's System Wide Collection System Permit. The correct permit#is
WQCS00110
Do I need to revise the sheet in question and email it back to you or is this all you need from me now?
Thanks!
Andrew Hodge, PE
Adams&Hodge Engineering, PC
314 E. Main Street
Clayton,NC 27520
(M)919-369-1938
Firm#C-4187
Ell ADAMS & HDDGE ENGINEERING
From: Donnie Adams
Sent: Thursday,February 15, 2018 4:50 PM
To: Andrew Hodge<[e-mail]>
Subject: FW: Parkview Phases 4&6
Donnie Adams, PE
Adams& Hodge Engineering, PC
335 Athletic Club Blvd
Clayton,NC 27527
Firm License#4187
919-763-7278
4- &La-mulki
ADAMS HDDDE
ENGINEERI1 PC
From: Robinson,Jason [mailto jason.t.robinson(c ncdenr.gov]
Sent: Thursday, February 15, 2018 4:47 PM
To: Donnie Adams<donniegadamsandhodge.coni>
1

•
Cc: crowlandgtownofclayto.nnc.org
Subject: Parkview Phases 4&6 •
Donnie,
We're reviewing the referenced sewer extension application and have a question about section V. of the
application.
It states that the System Wide Collection System Permit is WQCS00147 and Clayton is the owner. However,this
permit number is for Aqua's Neuse Colony Collection System. Was this a mistake?
•
Thanks,
Jason
Jason T.Robinson,P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources,DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
2