WQ0045071_Application (FTSE)_20240322

DWR
Division of Water Resources
NC Dept of Environmental
Quality State of North Carolina
JAN 09 2... Department of Environmental Quality
Division of Water Resources
Raleigh Regional CMST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0045...
(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: ❑ Individual
❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal
❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Joshua Baird, PE per 15A NCAC 02T .0106(b)
Title: Engineering eering Director
4. Applicant's mailing address: 111 E. Second Street
City: Clao State: NC
Zip: 27520-
5. Applicant's contact information:
Phone number: (2L9) 553-1554
Email Address: jbaird(q_)townofclaytonnc.org
II. PROJECT INFORMATION:
1. Project name: Neuse Country Club Sewer Extension
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.635386' Longitude:-78.396525'
5. Parcel ID (if applicable): 05I04003E (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: J. Andrew Stocks License Number: 51543
Firm: Stocks Engineering
Mailing address: PO Box 1108
City: Nashville State: NC Zip: 27856-
Phone number: (2L2) 459-8196 Email Address: astocks(a,stocksen ing eering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sam's Branch Water Reclamation Facility Permit Number: NCO025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0007097
2. Downstream (Receiving) Sewer Information: 8 inch
® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00110
Owner Name(s): Town of Cla3lon
FORM: FTA 10-23 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 ® 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 ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ®Yes ❑ No
➢ If _yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential
250 gal/day
4
1,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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 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: 1,000 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 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
271
PVC
8
233
DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 H impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
si nificant portion of the rooect the full technical review is re uired.
2. Professional Engineer's Certification:
I, S 'S' C1C—V-S _,attest that this application for NLC SCL.4a lc €�St t>aI
(Professional Engineer's name from Application Item III. I.) (Project Name from Application Item H.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,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subj ect
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: ��N CAR��i�i�
S�0
SEAL r' —
051543 3�2o_Z
�'yGf
Applicant's Certification per 15A NCAC 02T A 106(b):
I, Joshua Baird , attest that this application for Neuse Country Club Sewer Extension
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application 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: Date: 3/21 /2024
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division 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: Neuse Country Club Sewer Extension
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: Sam's Branch WRF
b. WWTP Facility Permit #: 0025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.997
e. WWTP facility's actual avg. flow 3.248
f. Total flow for this specific request .001
g. Total actual and obligated flows to the facility 4.246
h. Percent of permitted flow used 75.15%
lI. 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***
Glen
0.4954
.1982
.1641
0
.1641
3.41
* 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): unknown name
Downstream Permit Number: WQ0007097
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Joshua Baird 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 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.
0-
Official Signature
3/20/2024
Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature
Date
Page 3 of 6
FTSE 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility'spermitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their flow records, to the best of their ability, so it is known how much flow has been
obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
C. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
£ = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
£ = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow
through the pump station (C) for each pump station that will be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not
less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the permitting
process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity
is<0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant likelihood that needed improvements or reductions in obligated flows will be in place
prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for any expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

i
ENGINEERING
nes�rjwi.w� the Futu.ve, Today
Friday, March 22, 2024
A B M "Tanvir" Pasha, MS
Division of Water Resources — NCDEQ
3800 Barrett Drive, Raleigh, NC 27609
1.919.791.4250
RE: Response — NCC Sewer Extension —Additional Information Request
Mr. Pasha,
This letter is written in response to the comments, issued February 27, 2024, regarding the
Construction that is proposed to take place in Clayton and is known as Neuse Country Club
Sewer Extension. A reply or explanation for each comment issued by your department is provided
below and follows the original format of your memorandum.
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project
number in your response.
This project is not ARPA funded.
2. According to 15A NCAC 02T.0114, Section IV.1 of FTA 06-21 should include valid WWTF
information, which must match FTSE 04-16 sections La and I.b. Please update page 1 of
the FTA and resubmit it. Please review query 3 before addressing this one.
The Town of Clayton has provided updated information on the FTA.
3. Section La of the FTSE 04-16 mentions Little Creek WWTP; however, in Section Lb, Facility
permit NCO025453 is listed as Sam's Branch WRF. Please specify the correct facility name
and permit number in both the FTSE 04-16 form and FTA 06-21.
The Town of Clayton has provided updated information on the FTSE.
4. FTSE 04-16, Section II should include the permit number of the facility. Please update the
permit number instead of 'Glen Laurel PS#1'.
The FTSE downstream permit number has been provided by the Town of Clayton.

5. In the FTSE 04-16, Jonathan is not listed as the signatory authority for WQ0007097. Please
submit a Change of Delegatory Signature Authority form to the department and provide me
with a copy.
The sewer system has been designed with bends that are less than 90 degrees.
6. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a
USGS Topographic Map and an aerial map should be included with the application.
The maps need to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer, pumpstations, and force mains, and the downstream
connection points for the receiving sewer. Please provide the required maps in a
professional way according to the application requirements.
M
Included you will find all the requested documents with the comments addressed and any additional
information that was needed to show the modifications to the plans as described above. If you have
any further questions regarding the above response to the comments issued, please contact us.
Thank you.
Sincerely,
Stocks Engineering, P.A.
y. aov4ew4,00lz,:2,
J. Andrew Stocks, PE
J. Michael Stocks, PE 252.459.8196 (voice)
801 E. Washington Street 252.459.8197 (fax)
PO Box 1108 252.903.6891 (mobile)
Nashville, NC 27856 mstocks(d).stocksenaineerina.com

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LETTER OF TRANSMITtWf? of Environm7iiental Quality
J. Michael Stocks, PE
252,903,6891
Stocks Engineering, PA
PO Box 1108
Nashville, INC 27856
252.459.8196
To:
Elaine Wild
NCDEQ-DWR
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone:
919-791-4254
Overnight No
Yes
We are sending you the following:
❑ EC Plans ❑ Prints/Plans
❑ Contracts x Permit Applications
These are transmitted as checked below.-
x For Approval ❑ As Discussed
❑ For Review and Comment
Remarks
JAN 4 9 874
J. Kevin MWoe
Raleigh PU
Job No.
2022-063
Job Name:
NCC Sewer Extension
Date:
118124
Sent By.
Andrew Stocks
❑ Construction Plat ❑ Site Plan Drawings Cl Computer Disk
❑ Site Work Calculations ❑
❑ For Your File ❑ As Requested
❑ For Your Signature, then return to:
Ci For Your Use

NC Dept of Environmental Quality
Sewer Project Narrative JAN 0 9 2024
For
NCC Sewer Extension, Clayton, NC Raleigh Regional Office
The Neuse Country Club in Clayton, NC is converting old tennis courts into 4 single
family residential lots. This subdivision, which is located on the South side of Birkdale
Drive near Lafoy Drive, will consist of 100% domestic flow. The sewer system extension
will be constructed of approximately 271 LF of 8" SDR 35 PVC gravity drainage sewer
pipe and approximately 233 LF of 8" DIP gravity drainage sewer line. This facility is
estimated to flow 250 GPD per the Town of Claytons Flow Reduction Letter. With these
4 single family attached dwelling units, the projected flow for this facility is 1,000 GPD.
The wastewater treatment plant facility that will be handling this flow is the r UL r w.@
On March 22, 2024, Consultant submitted corrected FTA ice,, Pc.Q6c�
WWTP (Permit # NC0025453). The permitted flow for the WWTP is unknown. The
proposed flow will be delivered via an existing lift station to existing gravity line that will
drain to the WWTP. See the include FTSE Form.

E£CEIVED JUL 0 2001,1:4
State of North Carolina '7 w �a�
Department of Environment
and Natural Resources f
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
Kerr T. Stevens, Director NORTm 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
GPDlresidence 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 ly,
/Kerr T. Stevens
cc; Raleigh Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

3/26/24. 9:25 AM
Mail - Pasha. Tanvir - Outlook
[External] RE: Neuse Country Club Sewer Extension -Additional Information Request
Andrew Stocks <[e-mail]>
Fri 3/22/2024 10:10 AM
To:Pasha, Tanvir <[e-mail]>
1 7 attachments (3 MB)
3-22-24 Comment Response Letter.pdf, FTA 10-23 REV_JB.pdf; FTSE 04-16_PUBLIC SEWER updated Mar2024.pdf; Aerial Location
Map.pdf, Aerial Location Map with Sewer Layout.pdf; USGS Map small.pdf; USGS Map With Sewer Layout small.pdf;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Mr. Pasha,
Please see attached a digital copy of the additional information requested by your comments below.
A hard copy including these documents is being placed in the mail today and you should receive it early
next week.
If there is anything else you need, please let me know.
Thanks,
"For such a time as this",
J. Andrew Stocks
J. Andrews Stocks, PE
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative Cost-efficient
engineering solutions. We value clients, and we are not only Committed to meeting their
needs, but exceeding their expectations with a Strong commitment to moral, ethical and
professional standards.
From: Pasha, Tanvir <[e-mail]>
Sent: Tuesday, February 27, 2024 2:29 PM
To: Andrew Stocks <[e-mail]>
Subject: Fw: Neuse Country Club Sewer Extension —Additional Information Request
Sorry for my typo! Please see the email below.
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 1/4

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
RE: [External] RE: Neuse Country Club Sewer Extension -Additional Information Request
Chris Rowland <[e-mail]>
Fri 3/8/2024 10:46 AM
To:Pasha, Tanvir <[e-mail]>
Cc:Joshua Baird <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Will do sir.
Thank you for providing this information.
Regards,
Chris N. Rowland
Town of Clayton
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6512
crow] and@townofclaytonnc. org
ClaytonNC.org
From: Pasha, Tanvir <[e-mail]>
Sent: Friday, March 8, 2024 9:58 AM
To: Chris Rowland <[e-mail]>
Cc: Joshua Baird <[e-mail]>
Subject: Re: [External] RE: Neuse Country Club Sewer Extension —Additional Information Request
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
Write down the downstream facility name as listed in the permit WQ0007097. See picture below.
Permit: NQ0007097 Version: 1.0
Permit Type: Gravity Sewer Extension, Pump Stations, & Pressure Seiner Extensions
ermit Classification: Individual Pri
Program Category: Non -discharge
Facility: Clayton Town -Glen Laurel I Details
Owner: own of Clayton Details
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 1/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_E
NORTH CAROLINA
Department of Environmental quality
From: Chris Rowland <crowland(@townofclaytonnc.org>
Sent: Friday, March 8, 2024 8:09 AM
To: Pasha, Tanvir <[e-mail]>
Cc: Joshua Baird <jbaird townofclaytonnc.org>
Subject: RE: [External] RE: Neuse Country Club Sewer Extension —Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Mr. Pasha,
Thank you. Please advise if any previous permit information is available.
In the meantime, we will work with the engineer of record to get the revised documents to you.
Regards,
Chris N. Rowland
Town of Clayton
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6512
crowland.g ownoMaytonnc.org
ClaytonNC.org
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 2/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
From: Pasha, Tanvir <[e-mail]>
Sent: Thursday, March 7, 2024 5:12 PM
To: Chris Rowland <[e-mail]>
Subject: Re: [External] RE: Neuse Country Club Sewer Extension —Additional Information Request
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
Good Afternoon Chris,
Thank you so much for bringing the issue to my attention. I will check the database. I understand the
situation and appreciate your efforts. Please address other issues and send me those documents before
March 28.
Best
Tanvir
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D _E �//��)/()
NORTH CAROLINA �"
Department of Environmental Duality
From: Chris Rowland <[e-mail]>
Sent: Thursday, March 7, 2024 2:39 PM
To: Pasha, Tanvir <[e-mail]>
Subject: [External] RE: Neuse Country Club Sewer Extension —Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Mr. Pasha,
Good afternoon. I hope all is well.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 3/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
In regard to your inquiry regarding the subject permit application, comment #4 states that a previously
issued WW permit number should be listed other than simply a pump station name.
The Town is certainly in agreement with this, but we are having difficulty in locating the permit number
associated with this facility as it is many years old. I was hoping that your office may have access to this
information, and if not, to possibly provide a path forward in acceptance of this new application.
We are actively working on satisfying all other comments and hope to have the revised application to
your office prior to the March 28 deadline. Any assistance would be much appreciated.
Regards,
Chris N. Rowland
Town of Clayton
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6512
crowland@townofclaytonnc. org
ClaytonNC.org
From: Andrew Stocks <astocks@stocksenginee ring.com>
Sent: Thursday, March 7, 2024 10:41 AM
To: Chris Rowland <[e-mail]>; Joshua Baird <[e-mail]>
Subject: RE: Neuse Country Club Sewer Extension —Additional Information Request
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
Chris,
I wanted to check in on the revised FTSE. We now have less than 3 weeks for me to meet my
resubmittal deadline with the State.
Any update?
Thanks,
"For such a time as this",
J. Andrew Stocks
J. Andrews Stocks, PE
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative Cost-efficient
engineering solutions. We value clients, and we are not only Committed to meeting their
needs, but exceeding their expectations with a Strong commitment to moral, ethical and
professional standards.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 4/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
From: Chris Rowland <[e-mail]>
Sent: Thursday, February 29, 2024 8:36 AM
To: Andrew Stocks <astocks stocksengineering.com>; Joshua Baird <jbaird townofclaytonnc.org>
Subject: RE: Neuse Country Club Sewer Extension —Additional Information Request
Understood
Regards,
Chris N. Rowland
Town of Clayton
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6512
[e-mail]
ClaytonNC.org
From: Andrew Stocks <[e-mail]>
Sent: Thursday, February 29, 2024 8:35 AM
To: Chris Rowland <[e-mail]>; Joshua Baird <[e-mail]>
Subject: RE: Neuse Country Club Sewer Extension —Additional Information Request
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
Thank you. If we don't resubmit within the next 30 days I will have to start the process over again and
repay the submittal fee. I would really like to avoid that if we can.
Thanks,
"For such a time as this",
J. Andrew Stocks
I Andrews Stocks, PE
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative Cost-efficient
engineering solutions. We value clients, and we are not only Committed to meeting their
needs, but exceeding their expectations with a Strong commitment to moral, ethical and
professional standards.
From: Chris Rowland <[e-mail]>
Sent: Thursday, February 29, 2024 8:33 AM
To: Andrew Stocks <astocks@ stocksengineering.com>; Joshua Baird <j [e-mail]>
Subject: RE: Neuse Country Club Sewer Extension —Additional Information Request
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 5/9

3/26/24. 9:24 AM
Andrew,
Mail - Pasha. Tanvir - Outlook
Joshua is the one who completes the FTSE. I will speak with him and try to get this turned around asarp.
Regards,
Chris N. Rowland
Town of Clayton
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6512
[e-mail]
ClaytonNC.org
From: Andrew Stocks <astocks@stocksenginee ring.com>
Sent: Wednesday, February 28, 2024 4:53 PM
To: Chris Rowland <[e-mail]>; Joshua Baird <[e-mail]>
Subject: FW: Neuse Country Club Sewer Extension —Additional Information Request
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
Chris,
I need some help from you addressing the comments we received below from the Sewer Permit
Submittal. I have attached a blank FTSE as well as the one that was submitted that generated these
comments.
I know the answer to number 1 but I believe I need your input on 2-5 regarding the FTSE. Can you
please help me get these addressed in a timely manner?
Thanks,
"For such a time as this",
J. Andrew Stocks
J. Andrews Stocks, PE
Stocks Engineering, PA
801 East Washington Street 252.459.8196 (voice)
P.O. Box 1108 252.459.8197 (fax)
Nashville, NC 27856 252.450.5140 (cell)
www.stocksengineering.com
"Designing the Future —Today" - We remain dedicated to providing innovative Cost-efficient
engineering solutions. We value clients, and we are not only Committed to meeting their
needs, but exceeding their expectations with a Strong commitment to moral, ethical and
professional standards.
From: Pasha, Tanvir <[e-mail]>
Sent: Tuesday, February 27, 2024 2:29 PM
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 6/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
To: Andrew Stocks <astocks stocksengineering.com>
Subject: Fw: Neuse Country Club Sewer Extension —Additional Information Request
Sorry for my typo! Please see the email below.
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
E
NORTH CAROLINA
Department of Environmental quality
From: Pasha, Tanvir
Sent: Tuesday, February 27, 2024 2:07 PM
To: [e-mail] <[e-mail]>; [e-mail]
<jbaird townofclaytonnc.org>
Subject: Neuse Country Club Sewer Extension —Additional Information Request
Hello Joshua and Andrew,
After reviewing the Fast Track Sewer System Extension Application for Neuse Country Club Sewer
Extension, additional information is required in order to further process the application. Please
provide the following information by March 28, 2024,. and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a new
application and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so,_please include the DWI assigned ARPA project
number in your response.
2. According to 15A NCAC 02T.0114, Section IV.1 of FTA 06-21 should include valid WWTF
information, which must match FTSE 04-16 sections La and Lb. Please update page 1 of the FTA
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 7/9

3/26/24. 9:24 AM
Mail - Pasha. Tanvir - Outlook
and resubmit it. Please review query 3 before addressing this one.
3. Section La of the FTSE 04-16 mentions Little Creek WWTP; however, in Section Lb, Facility
permit NCO025453 is listed as Sam's Branch WRF. Please specify the correct facility name and
permit number in both the FTSE 04-16 form and FTA 06-21.
4. FTSE 04-16, Section II should include the permit number of the facility. Please update the permit
number instead of 'Glen Laurel PS#1'.
5. In the FTSE 04-16, Jonathan is not listed as the signatory authority for WQ0007097. Please submit a Change
of Delegatory Signature Authority form to the department and provide me with a copy.
6. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map and an aerial map should be included with the application. The maps need to
clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the required maps in a professional way according to the application
requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new
application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October
3, 2023 has stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and
Stormwater Fees, Section 12.14(a)].
Sincerely,
Tanvir
A B M "Tanvir" Pasha, MS (he/him)
Environmental Engineer
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAMPuZYIEU3FJgAHIXBzClvE%3D?nat... 8/9