WQ0044855_Return Application_20231208

NC Dept of Envlrorinlerltas Qttality
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources f
Rakig l RV -Q.a&W er CK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number:Lc41CCq 415 SS (to be completed by DWR)
All items must-be completed or the annlication will be returned Incomplete Application
Returned
1. APPLICANT INFORMATION: December 8, 2023
I. 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:Jonathan K.Jacobs. PE.CFM per 15A NCAC 02T d1.106M
Title:Assistant Engineering Director
4. Applicant's mailing address: 1 I I E. Second Street
City:Clayton State: NC Zip: 27520-
5. Applicant's contact information:
Phone number:fflIJ9 553-1554 Email Address:jjacobs rr townofclaytonnc.ore
II. PROJECT INFORMATION:
I. 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): 05104003E(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer:J.Andrew Stocks License Number:51543
Firm:Stocks Engineering
Mailing address: PO Box 1 108
City:Nashville State:NC Zip:27856-
Phone number: 2( 52)459-8196 Email Address:astocks&stocksenggmeering.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Little Creek WWTP 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 O Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00110
Owner Name(s):Town of Clayton
FORM: PTA 06-21 Page l of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's-Operational Agreement(FORM: DEV)been attached?
[-] Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HO/POA_Operational Agreement(,FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 15(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 0-%Commercial 0%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(f)? ®Yes ❑No
➢ If yes,provide a covy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow'° No.of Units Flow
Residential 250 gal/day 4 1,000 GPD
gal/ GPD
gaV GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1,000 GPD
a See 15A NCAC 02T.01 14(b).(d),fe)(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 I NCAC 02T.9 1.14]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.01 14)
➢ 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 06-21 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 271 PVC
8 233 DIP
➢ Section 11 & 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
VI11. 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
I. 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)(I):
❑ 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 ofthis permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS&SEPARATIONS--(02B.0200& 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/altematives 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
'Water mains(vertical-water over sewer preferred, 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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V),B,SA,ORW, HQW,or SB from normal
high water(or tide elevation)and wetlands 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
*I SA NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(fl 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 WAtq I.siifications 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 L Luirements 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 .0200'2 ®Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.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(cX6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0I05(cX6).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 I SA 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 permtttee 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 06-21 Page 4 of 5

X. CERTIf[CATIONS:
I. Does the submitted system comply with 15A NCAC 021,the Minimum Design Criteria for the Permitting of Pump Stations
and horce Mains latest versionh and the Graves 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 protects requiring a variance approval may be subject to longer
review times.For oroiects requirine two or more variances or where the variance is determined by,the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification
1, J.Andrew Stocks ,attest that this application for_Neuse Countt r Club Sewer Extension
(Professional Gngincer's name from Applicalion Item lit t.) (Project Name from Application Item 11.1)
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 llte 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,
Mini num Design Crilcrin I'L (if ity Sewers(latest versi(pll),and the Minimum Design Criteria for the Fast-TjAc , tr't tin
g
of Pltltly SjgdM.Md r-olgC MlRilp(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 pet-son 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 subject
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: I ����H ,�ARp��/i I
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, Jonathan K.Jacobs ,attest that this application for_Neuse Counlry Club Sewer Extension
(Signature Authority Name front Application Item 1.3.) (Project Name from Application Item II 1)
attest that this application has been reviewed by me slid 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. 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signatur - Date: w
FORM: F"FA OG-21 Page 5 of 5

"R' �� C1]VII'011ti1Cf1t3�QU81itY
State of North Carolina
Department of Environmental Quality
DWR ajelgh RIV910nal MCC Division of Water Resources
Divlslon 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 6YWTP 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 WWTP
b. WWTP Facility Permit#: 0025453
Al!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 .8402
e. WWTP facility's actual avg. flow 2.963
f. Total flow for this specific request .001
g. Total actual and obligated flows to the facility 3.8042
h. Percent of permitted flow used 67.33%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Tributary Flow Plus
(Name or Capacity, * (Firm:pf), Avg. Daily Daily Flow, Obligated Available
Number) MGD MGD Flow,MGD MGD Flow Capacity***
Glen
e, 41 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): Glen Laurel PS #1
Downstream Permit Number. W 0007097
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
I Jonathan K. Jacobs 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.
liv, 10/09/2023
Signing Official Signature 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

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NC Dept of Environmental Quality
Sewer Project Narrative
For Raleigh Regional Office
NCC Sewer Extension Cla ton NC
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 flout+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 Little Creek
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.

LETTER OF TRANSMITTAL Quality
Stocks Engineering, PA OCT 1 I ?0?3
PO Box 1108
J. Michael Stocks, PE Nashville, NC 27856 J. Kevin Varnell
252,903,6891 252.459.8196 l2al
To: Ted Cashion Job No. 2022-053
NCDEQ-DWQ Job Name: NCC Sewer Extension
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Date: 10110123
Phone: F19-791-4252 1 Overnight No Sent By: Andrew Stocks
We are sending you the following.,
❑ EC Plans ❑ Prints/Plans ❑ Construction Plat 0 Site Plan Drawings ❑ Computer Disk
❑Contracts x Permit Applications ❑ Site Work Calculations ❑
These are transmitted as checked below:
x For Approval ❑As Discussed ❑ For Your File 0 As Requested © For Your Use
❑ For Review and Comment ❑ For Your Signature, then return to:
Copies Date Description
2 10/10/23 Fast Track Sewer Application
2 10/10/23 Flow Tracking/Acceptance for Sewer Extension Applications
2 10/10/23 USGS Map with location of site shown
2 10/10/23 Street Map of Surrounding Area
2 10/10/23 Sewer Narrative
1 10/10/23 Permit Fee Check
Remarks_

From: Wild,Elaine
To: Jonathan Jacobs;Andrew Stocks
Cc: Joshua Baird
Subject: Neuse Country Club Sewer Extension_Incomplete Application Return
Date: Friday,December 8,2023 4:25:00 PM
Attachments: imaae001.ona
imaoe002.ono
imaae003.ona
imaoe004.ono
imaae005.ona
imaoe006.ono
imaae007.ona
imaoe008.ono
Dear Jonathan and Andrew,
An email was sent on November 1, 2023 indicating that additional information was needed for the
Neuse Country Club Sewer Extension project in order to further process the application for a Fast
Track Sewer Extension Permit. As of today's date, the Division of Water Resources has not received
the additional information requested, therefore, in accordance with 15A NCAC 02T.0107, the
project application is being returned as incomplete. If you wish to pursue permitting for this project,
please submit a completed application accompanied by a new application fee.
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 note that the fee for fast track sewer extension permits has increased to$600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Storm water Fees,Section 12.14(a)].
Sewer Extension Permitting I NC DEQ
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov

�ro+�a tm.mmmr Ow��
Lmail correspondence to and from this address is subject to the North
Carolina Public Records Lay.,and may be disclosed to third parties.
Sewer Extension Permitting I INC DEQ
subchapter t rules.pdf(state.nc.us)
From: Wild, Elaine
Sent:Thursday, November 2, 2023 9:11 AM
To:Jonathan Jacobs <jja cobs @townofclaytonnc.org>, Andrew Stocks
<[e-mail]>, Williams,Theresa K<[e-mail]>
Cc:Joshua Baird <[e-mail]>
Subject: RE: [External] RE: Fast Track Fee Increase
Good Morning Jonathan,
I reviewed the application for the Neuse Country Club Sewer Extension project yesterday and sent
an additional information request, attached for your convenience. Please feel free to include any
supplemental documents in your reply to that email.
Have a great day!
Thank you,
Elaine Wlld
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildPc1eq.nc.gov
z!5:fREQ�
aw�aat�.rwwrWrry V
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From:Jonathan Jacobs <iiacobs(@townofclaytonnc.org>

Sent: Wednesday, November 1, 2023 5:03 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>; Andrew Stocks <astocks(@stocksengineering.com>;
Williams, Theresa K<Theresa.Williams(@deq.nc.gov>
Cc:Joshua Baird <ibaird(@townofclaytonnc.org>
Subject: Re: [External] RE: Fast Track Fee Increase
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.
Elaine,
My apologies! The project was submitted as Neuse Country Club Sewer Extension.
I will make sure to email the general email moving forward.
Thank you,
Jonathan K. Jacobs, PE, CFM
Town of Clayton
Interim Planning Director
Assistant Engineering Director
111 E. Second Street
Clayton, NC 27520
[phone]
ClaytonNC.or�
Sent from my iPhone
From: Wild, Elaine <elaine.wildCcDdeq.nc.gov>
Sent: Wednesday, November 1, 2023 4:05:01 PM
To:Jonathan Jacobs <jiacobs(@townofcla)1tonnc.org>; Andrew Stocks
<astocks(@stocksengi nee ring.com>; Williams,Theresa K<Theresa.WilliamsPdeq.nc.gov>
Cc:Joshua Baird <ibairdPtownofclaytonnc.org>
Subject: RE: [External] RE: Fast Track Fee Increase
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.
Hello Jonathan,

What is the project name? I will be able to direct you to the staff member working on that FTA.
In the future, please direct any general Fast Track related questions to
DEQ.DWR.RRO.FastTracks(@deq.nc.gov.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(c)deq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From:Jonathan Jacobs<iiacobs(@townofclaytonnc.org>
Sent: Wednesday, November 1, 2023 3:53 PM
To:Andrew Stocks<astocks(@stocksengineering.com>; Williams,Theresa K
<Theresa.WilliamsPdeq.nc.gov>
Cc: Wild, Elaine<elaine.wild(@deq.nc.gov>;Joshua Baird <jbaird(@townofcla)ltonnc.org>
Subject: [External] RE: Fast Track Fee Increase
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.
Theresa—I was completing an FTSE for another permit and realized I made an error on the original
FTSE that was submitted for this project.
I am going to make corrections and resubmit to your attention. Is that acceptable?
Let me know and I will make the corrections and get that over to you as soon as possible.
Thank you!

Jonathan K. Jacobs, PE, CFM
Interim Planning Director
Assistant Engineering Director
111 E. Second St.
Clayton, NC 27520
0: 919-553-5002 x6537
D: 919-553-1554
ClaytonNC.or r
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From: Andrew Stocks<astocks(@stocksengineering.com>
Sent: Monday, October 23, 2023 3:34 PM
To: Williams, Theresa K<Theresa.WilliamslcDdeg.nc.gov>; Jonathan Jacobs
<ijacobsCq)townofclaytonnc.org>
Cc: Wild, Elaine<elaine.wild(@deg.nc.gov>
Subject: RE: Fast Track Fee Increase
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.
Theresa,
Thank you following up on this. Apparently I missed the previous email on the 11th. We have placed
a check in the mail to your attention.
Thank you again!
"For such a time as this",

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: Williams, Theresa K<Theresa.Williamsftdeq.nc.gov>
Sent: Monday, October 23, 2023 3:14 PM
To:;�jacobs�townofclaytonnc.org
Cc: Andrew Stocks<[e-mail]>; Wild, Elaine<elaine.wild(@deq.nc.gov>
Subject: RE: Fast Track Fee Increase
Good Afternoon,
I am still waiting for the application fee in the amount of$600 to process your application.
Thank you,
Theresa K. Williams
Administrative Specialist
Water Resources
Water Quality Regional Operations Section (WQROS)
North Carolina Department of Environmental Quality
Office: [phone]
theresa.williams(@deq.nc.g_ov
"Your smile is your logo. Your personality is your business card. How you leave others after an
experience with you becomes your trademark." -Jay Danzie
Physical Address:3800 Barrett Drive, Raleigh, INC 27609
Mailing Address: 1628 Mail Service Center, Raleigh, INC 27699-1628

NORTH CAROLINA
E --A
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Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Williams, Theresa K
Sent: Wednesday, October 11, 2023 4:43 PM
To:[e-mail]
Cc: astocksPstocksengineering.com; Wild, Elaine <elaine.wild(@deq.nc.gov>
Subject: Fast Track Fee Increase
Good Afternoon,
I received your application for Neuse Country Club Sewer Extension.
There has been an increase in the amount required to process the application.
I have attached a letter explaining the new requirements.
Please follow the instructions on the letter and respond accordingly.
Thank you,
Theresa K. Williams
Administrative Specialist
Water Resources
Water Quality Regional Operations Section (WQROS)
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
"Your smile is your logo. Your personality is your business card. How you leave others after on
experience with you becomes your trademark." -Jay Danzie
Physical Address:3800 Barrett Drive, Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center, Raleigh, NC 27699-1628
Q:>
NORTH CAROLINA -
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

Wild, Elaine
From: Wild, Elaine
Sent: Wednesday, November 1, 2023 4:41 PM
To: [e-mail];Andrew Stocks
Subject: Neuse Country Club Sewer Extension-Additional Information Request
Hello Jonathan 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
Decembebr 1,2023, 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. According to Section VI.6.,there is a flow reduction approval. Please provide the flow reduction approval letter
for 250 GPD per residence.
2. The topographical and aerial map submitted are not sufficient. 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 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[as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,Section
12.14(a)].
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
i

D_EQ2�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
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