WQ0045365_Application (FTSE)_20240530

NC Dept of Environmental Quality
y 30 20 State of North Carolina
May 2024
Raleigh 30 l Office Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: W00045365 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay Varina(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ®Municipal ❑ Other
3. Signature authority's name:Michael Wagner per 15A NCAC 02T.0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N Main St
City:Fuquay-Varina State:NC Zip:27526-
5. Applicant's contact information:
Phone number: [phone] Email Address: mwagnerna,f iquay-varina.org
II. PROJECT INFORMATION:
1. Project name:Fuquay-Varina Fire Station#4
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project ❑ARPA funded
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: Wake
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.615161' Longitude:-78.813613'
5. Parcel ID(if applicable): 0657583837(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
l. Professional Engineer:Kenneth A.Loring License Number:23953
Firm: CLH design pa
Mailing address:400 Regency Forest Dr,Suite#120
City: Car State:NC Zip: 27518-
Phone number: [phone] Email Address:kloring(&clhdesignpa.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Terrible Creek WWTP Permit Number:NCO066516
Owner Name: Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0023740
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00193
Owner Name(s): Town of Fuquay-Varina
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 Ouerg ional Agreement(FORM: DEV)been attached?
❑ Yes ❑ No ® NiA
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.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 prcparation/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°o Domestic %Commercial __ ___ %Industrial(See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect?❑ Yes El No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? [:) Yes ® No
➢ If yes,provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow'b No.of Units Flow
Fire Station(16 x 2 shifts) 50 gal'person/shift 32 1600 GPD
gal/ GPD
gal? GPD
gall GPD
gale GPD
gal GPD
Total 1600 GPD
a See I SA NCAC 02T .0114(b).(d). (e)(I) and(e4 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: 1600 GPD(per 15A NCAC 02T .01 14 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

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 303 PVC
8 111 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
l. 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 2.01 C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(bl(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 of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

NC Dept of Environmental Quality
May 16 2024
IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)): Raleigh Regionl Office
1. Does the project comply with all separations/altematives found in 15A NCAC.02T .0305(t)&(e)2 ® 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-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(e), see Section X.1 of this application
*I 5A 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 webrage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑Nt'A
➢ If no,please refer to 15A NCAC t 8C.0906(o 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 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 coveragerauthorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(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:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for th;Permitting of PUM2 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 proiects reguirine a variance approval may be subject to longer
review times.For proiects reguirine 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 ___.Kenneth A. Loring
____ nn
_ , attest that this application for FUC+UaY-Varina Fire Station #4
(Professional Engineer's name from Application Item III I.) {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 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 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.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: •,%•••'H"C,`14R''���i
Digitally signed by Kenneth Lor' Q�� O ��i,
Date: 2024.04.18 11:12:13-0¢13
SEAL ?
23953
A.
0048111111 fossil
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, Michael Wagner ,attest that this application for Fuquay-Varina Fire Station 4
(Signature Authority Name from Application Item 13) (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: P-JU-044. Date: 04/19/2024
FORM: FTA 10-23 Page 5 of 5

. Cnepro;
,qpR� State of North Carolina
rent of Environmental Quality
D-W R . Division of Water Resources
J(rn�r .
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Fuquay-Varina Fire Station #4
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: Terrible Creek WWTP
b. WWTP Facility Permit#: NC0066516
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 1.103
e. WWTP facility's actual avg. flow 1.400
f. Total flow for this specific request 0.001
g. Total actual and obligated flows to the facility 2.504
h. Percent of permitted flow used 83.4%
I1. 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 Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow" Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
^NW WQ0023740 1.274 .510 .235 .045 .280 .230
*The Firm Capacity(design flow)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,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
***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): Terrible Creek WWTP
Downstream Permit Number: NC0066516
Page 1 of 8
FTSE 10-23

111. Certification Statement:
I Michael Wagner 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
U4&WL. 04/19/2024
Signing O icial Signature Date
Public Utilities Director
Title of Signing DJJi-cial
Page 2 of 8
FTSE 10-23

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May 30 2024
QUAD MAP: FUQUAY VARINA Raleigh Regionl Office
DATE. 1981 SCALE 1" = 2000'
FUQUAY VARINA FIRE STA71ON #4 CLH DESIGN P.A.
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DATE MAY,2024 Regency Park
PROJECT NO. 21-110 400 Regency Forest Drive
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FUQUAY VARINA
FIRE STATION 4
4821 Wade Nash Road
Fuquay-Varina, NC 27526
Sewer Permit Application
May 2024
0 Q
Prepared by:
CLH Design, pa

CONTENTS
Project Narrative
Maps
Quad Map
Sewer GIS Map
Applications
FTA 10-23
FTSE 10-23

Project Narrative APR 2 4 2024
Fire Station 4
CLH Project No: 21-110
The project proposes the construction of new Fire Station and associated parking on a 6.20 acre tract
located at the east of the intersection of Wade Nash Road and Lightwater Lane. This tract is mostly
vacant in the mid portion of the property, with a gravel lot and storage that front Wade Nash Road on the
northern side of the site. The Fire Station and associated program elements shall be located on the
Northern portion of the property.
This site proposed public sewer that crosses Wade Nash Road and parallels the road to connect to existing
sewer manhole. The sewer becomes private once on site and has services to the building. The public
sewer has approximately 303-ft of 8-in PVC and 1 I 1-ft of 8-in DIP gravity sewer. Given this information,
sewer permit application package for public sewer is provided with this submittal.
The southeastern corner of the property has a buffered creek. The site does not lie within 100-year flood
area. See the FEMA maps 3720065700J(dated 05/02/2006). The site is within the Basal Creek Watershed
which is in the Neuse River Basin. There are no existing wetlands on the site. There will be
approximately 6 acres of ground disturbance with this project.
The existing, downstream, sewer main serving the fire station flows to the Terrible Creek WWTP
(WQ0066516) which is owned and operated by Town of Fuquay-Varina.

CLH design, p.a.
400 Regency Forest Drive,Suite 120
Cary,North Carolina 27518 '
P:919.319.6716 `Ff
�.�.� 6' C 'L H
www.clhdesignpa.com �O� f:� icN
Letter of Transmittal May 16, 2024
CLH Project Number: 21-110
To: Elaine Wild
Company: Division of Water Resources
Address: 3800 Barrett Drive
City/State/Zip: Raleigh,NC 27609
Method: Hand Deliver
Subject: Fuquay-Varina Fire Station #4
Prints X Originals Specifications Applications
Reports Copy of Letter Submittals Other:
Copies Date Description
1 4/19/24 Application Package
1 4/24/24 Digital Copy of submittal
1 05/16/24 Comment Response letter
Additional Remarks:
Please accept the attached documents on behalf of the Town of Fuquay-Varina for review and
approval of the sewer system proposed to serve the Fuquay-Varina Fire Station#4 in Fuquay-Varina,
NC.
Please call or email Shannon Healy(shealv clhdejgD9 .com)with any questions or if you need
additional information.Thanks.
Signed:
Cc: File
CLH design,p.a.

CLH design, p.a. 11v..
�rrotlnle;tcal1 naali►
400 Regency Forest Drive,Suite 120 J APR)-6►2024
Cary,North Carolina 27518
P:919.319.6716
www.clhdesignpa.com APR a 4 1024 RaleigI'R glom.' omee ��LSIGN
Raleigh Regfoi:al Office
Letter of Transmittal April 24,2024
CLH Project Number: 21-110
To: Raleigh Regional Office—Water Quality Section
Company: NCDEQ— Division of Water Resources
Address: 3800 Barrett Drive
City/State/Zip: Raleigh,NC 27609
Method: Hand Deliver
Subject: Fuquay-Varina Fire Station#4
Prints Originals Specifications Applications
Rep rts_1 I Copy of Letter Submittals Other:
Copies Date Description
1 4/19/24 Application Package
1 4/24/24 Digital Copy of submittal
1 4/24/24 $600 Application fee
Additional Remarks:
Please accept the attached documents on behalf of the Town of Fuquay-Varina for review and
approval of the sewer system proposed to serve the Fuquay-Varina Fire Station#4 in Fuquay-Varina,
NC.
Please call or email Shannon Healy(shealyPclhdesignna.com)with any questions or if you need
additional information.Thanks.
Signed:
Cc: File
CLH design,p.a.

CLH design,p.a.
400 Regency Forest Drive,Suite 120
Cary,North Carolina 27518
P:919.319.6716
www.clhdesignpa.com C I-"
I]ESIGN
Fast Track Sewer System Extension Comment Responses
Date: May 30,2024
To: Elaine Wild
Division of Water Resources—Raleigh Regional Office
From: Shannon Healy—CLH Design,P.A.
Re: Fuquay-Varina Fire EMS Station No.4
Below in red are our responses to the 3rd round of review comments received for the above referenced project,comments
received and dated May 29,2024.
Comment 1: The permit number for Terrible Creek WWTP is still incorrect.Please update the permit number and resubmit
page 1 of the FTA.(The permit number is correct on the FTSE 10-23 form).
Response: The permit number has been updated on the FTA.
Comment 2: Please indicate/name the nearest surface waters to the project area on the map(s).
Response: Basal Creek has been identified on the Quad map.
Comment 3: This information can be submitted electronically,via email.There is no need to submit paper copies of this
request.
Response: Noted.
End of Responses
Thank you for all your help and please call with any questions.
Sincerely,
CLH design,p.a.
Shannon Healy
CLH design,p.a.

CLH design,p.a.
400 Regency Forest Drive,Suite 120
Cary,North Carolina 27518
P:919.319.6716
www.clhdesignpa.com
I #-f
l7LSIc,�N uCi.
Fast Track Sewer System Extension Comment Responses
Date: May 18,2024 MAY 16 2024
To: Elaine Wild
Division of Water Resources—Raleigh Regional Office �}�:'_r�r� Pp,-
From: Shannon Healy—CLH Design, P.A.
Re: Fuquay-Varina Fire EMS Station No.4
Below in red are our responses to the 1 st round of review comments received for the above referenced project,comments
received and dated May 14,2024.
Comment 1: Is this an ARPA funded project?If so,please include the DWI assigned ARPA project number in your response.
Response_ This is not an ARPA funded project
Comment 2: The project coordinates provided in Section 11.4.of the FTA,place the project in the backyard of a residence.
Additionally,Lat/Lon are entered in the FTA as Lon/Lat.Please review project coordinates and update
accordingly up to 5 decimals.
Response: The latitude and longitude of the project have been updated on the application.
Comment 3: Permit Number for Terrible Creek WWTP needs to be corrected in Section IV of the FTA and the narrative,"NC"vs
„WQ„
Response- The permit number for Terrible Creek WWTP has been updated.
Comment 4: According to IX.6.of the FTA,the project does not comply with other permits or certifications. Please describe
the permits and/or certifications that the project does not comply with and provide additional information as
needed.
Response Question 6 in section IX has been answered
Comment 5: The topographical map submitted is not sufficient. The aerial maps provided do not clearly indicate what
portion of the infrastructure is specific to this project. 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 clearly indicate the project
area,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.
Response- Multiple maps have been included to meet the requirements.
Comment 6: Thank you for providing details of the buffered creek and wetland information.
Response: Noted
End of Responses
Thank you for all your help and please call with any questions.
Sincerely,
CLH design,p.a.
Shannon Healy
CLH design,p.a.

From: Shannon Healy
To: Wild,Elaine
Cc: Troy Olson; Kenneth A. Loring; Michael Wagner
Subject: RE: [External]Re: Fuquay-Varina Fire Station#4_Additional Information request
Date: Thursday, May 30,2024 11:02:00 AM
Attachments: imaoe001.pno
2024-05-30 Sewer Permit Application.pdf
Sewer Permit Comment Response Letter.pdf
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Elaine,
See attached for the updated application and the response letter.
Thanks,
Shannon Healy, PE
Civil Engineer
CLH design, p.a.
A Legacy of Community and Educational Placemaking:30 Years and Counting.
400 Regency Forest Drive,Suite 120
Cary, NC 27518
Main:919.319.6716
Direct:919.459.6055
Linkedln I Instagram I Facebook I clhdesignpa com
From: Wild, Elaine<elaine.wild(@deq.nc.gov>
Sent: Wednesday, May 29, 2024 1:55 PM
To: Michael Wagner<mwagner(@fuquay-varina.org>; Kenneth A. Loring<kloring(@clhdesignpa com>
Subject: RE: [External] Re: Fuquay-Varina Fire Station #4_Additional Information request
Hello Michael and Kenneth,
Thank you for the additional information responses submitted to the Raleigh Regional Office on May
16, 2024. Please see my comments below in blue (I have copied your 5/16/24 responses in red).
Please provide the following information by June 13, 2024, and note that the requested information
must be submitted by this date, 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.

Response:This is not an ARPA funded project.—05/14/24&05/16/24 response provided, no
further action required.
2. The project coordinates provided in Section 11.4. of the FTA, place the project in the backyard
of a residence. Additionally, Lat/Lon are entered in the FTA as Lon/Lat. Please review project
coordinates and update accordingly up to 5 decimals.
Response:The latitude and longitude of the project have been updated on the application.—
05/16/24 no further action required.
3. Permit Number for Terrible Creek WWTP needs to be corrected in Section IV of the FTA and
the narrative, "NC" vs "WQ".
Response:The permit number for Terrible Creek WWTP has been updated.—The permit
number for Terrible Creek WWTP is still incorrect. Please update the permit number and
resubmit page 1 of the FTA. (The permit number is correct on the FTSE 10-23 form)
4. According to IX.6. of the FTA, the project does not comply with other permits or
certifications. Please describe the permits and/or certifications that the project does not
comply with and provide additional information as needed.
Response: Question 6 in section IX has been answered.—05/16/24 page updated, no further
action required.
5. The topographical map submitted is not sufficient. The aerial maps provided do not clearly
indicate what portion of the infrastructure is specific to this project. 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 clearly indicate the project area, 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.
Response: Multiple maps have been included to meet the requirements.—Please
indicate/name the nearest surface waters to the project area on the map(s).
6. Thank you for providing details of the buffered creek and wetland information.
Response: Noted.—05/16/24 no further action required.
This information can be submitted electronically, via email. There is no need to submit paper copies
of this request.
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wildPdeq.nc.gov

oyrtiwn a tmwomici
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Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Michael Wagner<mwagnerPfuquay-varina.org>
Sent:Tuesday, May 14, 2024 2:02 PM
To: Wild, Elaine <elaine.wild(@deg.nc.gov>; kloringPclh design Pa.com
Subject: [External] Re: Fuquay-Varina Fire Station #4_Additional Information request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
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Elaine,
Good afternoon. It is not an ARPA funded project.
Mike
Michael Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www•fuquay-varina.org
Office: F acebook Instagram Twitter
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Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
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recipient, please delete this e-mail and any accompanying
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disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.

From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent:Tuesday, May 14, 2024 2:00 PM
To: Michael Wagner<mwagner(@fuquay-Varina.org>; kloring(@clhdesignpa.com
<kloring(@clh design pa com>
Subject: Fuquay-Varina Fire Station #4_Additional Information request
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Hello Michael and Kenneth,
After reviewing the Fast Track Sewer System Extension Application for Fuquay-Varina Fire Station #4,
additional information is required in order to further process the application. Please provide the
following information by June 13. 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. The project coordinates provided in Section 11.4. of the FTA, place the project in the backyard
of a residence. Additionally, Lat/Lon are entered in the FTA as Lon/Lat. Please review project
coordinates and update accordingly up to 5 decimals.
3. Permit Number for Terrible Creek WWTP needs to be corrected in Section IV of the FTA and
the narrative, "NC" vs "WQ".
4. According to IX.6. of the FTA, the project does not comply with other permits or
certifications. Please describe the permits and/or certifications that the project does not
comply with and provide additional information as needed.
5. The topographical map submitted is not sufficient. The aerial maps provided do not clearly
indicate what portion of the infrastructure is specific to this project. 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 clearly indicate the project area, 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.
6. Thank you for providing details of the buffered creek and wetland information.
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
e1aine.wildCc0deq.nc.9ov
ZA
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Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.usj
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parties by an authorized state official.