WQ0044920_Application (FTSE)_20240120

State of North Carolina
Department of Environmental Quality
DWR Lvov 15 202: Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: 6W 00';(6(9-7& (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: FRANKLIN COUNTY PUBLIC UTILITIES(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: CHRIS DOHERTY per 15A NCAg 02T.0106(b)
Title: PUBLIC UTILITIES DIRECTOR
4. Applicant's mailing address: 1630 US I HWY
City:YOUNGSVILLE State:NC Zip: 27596-_ .
5. Applicant's contact information:
Phone number: (2L9)556-6177 Email Address-CDOHERTY FRANKLINCOUNTYNC.GOV
II. PROJECT INFORMATION:
I. Project name: WRENN VILLAS
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: FRANKLIN
4. Approximate Coordinates(Decimal Degrees): Latitude. 36.039819 Longitude: -78.49451 U
5. Parcel ID(if applicable): 1843-92-676(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l. Professional Engineer:JOHN BEST License Number:43120
Firm:TIMMONS GROUP
Mailing address:5410 TRINITY RD, SUITE 102
City: RALEIGH State:NC Zip: 27607
Phone number: (2L9)532-3262 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: FRANKLIN COUNTY Permit Number:NC 006931 1
Owner Name: FRANKLIN COUNTY
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ21549
2. Downstream(Receiving)Sewer Information. 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00179
Owner Name(s): FRANKLIN COUNTY
FORM: FTA 10-23 Pagel 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 Qperational Agreement(FORM: DEV)been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association, has an HQA/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. Has a flow reduction been approved under 15A NCAC 02T.01 14(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" No. of Units Flow
TOWNHOME 250 gal/DAY 179 44,750 GPD
gal/ GPD
gals GPD
gall GPD
gall GPD
gal/ GPD
Total 44,750 GPD
a See 15A NCAC 02T.0I 14(b),(d),(e)(I)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 I SA NCAC 02T.01 14(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:44,750 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

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
8 322 DUCTILE IRON
PIPE
8 3,048 PVC SDR-35 OR
C900 DR-18
D 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
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma 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 2.01C.l.b.❑ 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 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(o):
I. Does the project comply with all separations/altematives found in 15A NCAC 02T.0305(f)&(Q)? ® 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-I waters of Class I or
Class U 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.I of this application
*15A NC 02T.0305(g)contains alternatives where separations in 02T.0305 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 webpatte
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [-]No ❑N/A
➢ If no,please refer to l5A NCAC 18C.0906(0 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 ❑NSA
➢ 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 coverage/authorization is required.
6. Does project comply with ISA NCAC 02T.0105(cX6)(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 permitee 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 the Permitting{of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria Ilatest 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 subiect to longer
review times. For projects requiring two or more variances or where the a variance is determined by the Division to be a
significant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
1, 'AN ��sS attest that this application for wt� y��•�s
(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 Desittn Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$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 NR Ala 15t6•Rr7p
North Carolina Professional Engineer's seal,signature,and date: ��* �N
., OQESS%p'
_ ¢ SEAL
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3. Applicant's Certification per 15A NCAC 02T.0106(b).
1, Christopher Doherty attest that this application for Wrenn Villas
(Signature Authority Name from Application Item 13) (Project Name from Application Item 11 l)
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.
Signatur " Date: 10-24-23
FORM: FTA 10-23 Page 5 of 5

NC Debt of c,rs
NOV 15 2023 State of North Carolina
Department of Environmental Quality
Division of Water Resources
WR
_. Flow Tracking for Sewer Extension Applications
Division of Water Resources g PP
(FTSE 10-23)
Entity Requesting Allocation: FRANKLIN COUNTY
Project Name for which flow is being requested: WRENN VILLAS
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
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: FRANKLIN COUNTY
b. WWTP Facility Permit#: NC063911
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.625
e. WWTP facility's actual avg. flow 1.300
f. Total flow for this specific request 0.04475
g. Total actual and obligated flows to the facility 1.96975
h. Percent of permitted flow used 65.6%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
* 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): Franklin County
Downstream Permit Number: WQCS00179
Page 1 of 8
FTSE 10-23

III. Certification Statement:
i Christopher Doherty 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.
<92C�S4 11-14-23
Signing Official Signature Date
Public Utilities Director
Title of Signing Official
Page 2 of 8
FTS E 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section It 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 8
FTSF 10-23

FRANKLINTON QUADRANGLE j
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CONTOUR INTERVAL 10 FEET 1 2 3 2 Apex
NORTH AMERICAN VERTICAL DATUM OF 1988 3 Lake Wheeler
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ADJOINING QUADRANGLES

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ROY COOPER
Governor
ELIZABETH S.BISER
Secretary
RICHARD E.ROGERS,JR. NORTH CAROL4NA
Director Eny"nmental Quality
July 31, 2023
Christopher Doherty, Public Utilities Director
Franklin County Public Utilities
1630 US 1 N
Youngsville, NC 27596
Subject: Residential Flow Reduction Approval
Franklin County Public Utilities WWTP
Permit No. NCO069311
Franklin County
Dear Mr. Doherty:
On July 26, 2023,the Division of Water Resources(Division) received your request for an adjusted daily
sewage flow rate (flow reduction) that would apply to all Franklin County Public Utilities permitted but
not yet tributary residential connections and all future residential connections tributary to this facility.
The request to include Youngsville and Franklinton,which were excluded from the flow reduction
approval issued to Franklin County Public Utilities on August 19, 2008, and for the reduction to apply to
the entire Franklin County owned operating system has been approved.
In accordance with 15A NCAC 02T.0114(f)(2),the Division has evaluated the request, and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance,the Division hereby
approves for use by Franklin County Public Utilities, an adjusted daily sewage design flow rate of 250
gallons per day per single-family dwelling,effective immediately.This flow reduction shall be
applicable to existing permits with flows not yet tributary to the Franklin County collection system and
all future permits issued to Franklin County Public Utilities.
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statutes, rules, regulations and minimum design criteria as certified by the owner and engineer.
Rep,ardless of the adiusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connections .
`orth Carolina Mpartotent ol'l nvtronmenlal Qualtq Ibiise,n of 11'ater Resources
D F Q�� iL2\orth Sa uhury Street 1 1611\tail SCTV1Ce Center Raleigh,\urth Carolina 27699-W 1
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Franklin County
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A
NCAC 02T, NCGS 143-215.1,or as needed to address changes in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Zac Lentz, PE at [phone],or via email at
[e-mail]..gov.
Sincerely, DxuSigne9 by:
C464531431644FE
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Cc: Chris Doherty, Public Utilities Director([e-mail])
Raleigh Regional Office,Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

s 0 e e c t
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
PROJECT ENGINEERS' REPORT
Project Name: Wrenn Villas
Location: Youngsville, Franklin County, NC
PIN: 1843-92-3676
Owners: ARS Development, LLC
1524 Canterbury Rd
Raleigh, NC 27607
Developer: ARS Development, LLC
1S24 Canterbury Rd
Raleigh, NC 27607
Consultant: Timmons Group
John Best, PE
S410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed development is located approximately 1,175 LF South-East from the intersection of US
Highway 1 and NC Highway 96 in Youngsville, NC. The project proposes the construction of 179
Residential Townhome lots. The project is anticipated to generate the following wastewater flows:
179 (3-BEDROOM) UNITS AT 250 GPD=44,750 GPD
The proposed gravity sanitary sewer system will consist of approximately 322 LF of 8" ductile iron pipe
and approximately 3,048 LF of 8" PVC SDR-35,SDR-26, or C900 DR-18
The new gravity sanitary sewer system will be owned, operated,and maintained by Franklin County Public
Utilities.
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
NOV.15 2023
TRANSMITTAL
TO: NCDEQ — Raleigh Regional Office Date: 11/14/2023 Job #: 54949
3800 Barrett Drive Project: Wrenn villas
Raleigh, NC 27609 Reference: FTA/Sewer
Copies Sent To:
0
COPIES DATE NUMBER DESCRIPTION r4
2 1 Fast Track Sewer Application Z
ko
1 2 FTSE Form XF
CM Ch
1 3 Review fee check
1 4 Project Narrative W Cn
1 5 USGS Map r
1 6 Vicinity Ma r LL
a
1 7 Flow Reduction Letter
THESE ITEMS ARE TRANSMITTED: a Ln
If enclosures are not as noted, please notify us at once. v
COMMENTS Please note that the required $505 00 Fee was previously provided on 08/2312022.
o a,
Feel free to contact me with any questions at 919-866-4934 or [e-mail]. � UJ
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Thank you, a
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Colie Crosby
Sr. Project Engineer
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From: Clay Oliver
To: Simpson,Richard
Cc: Colie Crosby
Subject: [External] RE:Wrenn Villas Sewer Extension Additional Information Request
Date: Wednesday,January 17,2024 10:54:27 AM
Attachments: imaae001.Dna
USGS Map-NC Franklinton-Wrenn Villas.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.
Hello, Richard. Attached is the revised USGS map, and our responses to your comments are in red
below. Please let me know if you need anything else from us.
Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] Clay.Oliver antimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From: Simpson, Richard <richard.simpson(cDdeq.nc.gov>
Sent:Thursday, December 21, 2023 2:55 PM
To: Doherty, Chris<cdoherty(@franklincountync.us>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Wrenn Villas Sewer Extension Additional Information Request
Hello John,
After reviewing the Fast Track Sewer System Extension Application for Wrenn Villas
(Application Number WQ0044920), additional information is required in order to
further process the application. Please provide the following information by January
20, 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—Section IX.5 indicates the proposed project does not need a 404/401 authorization.
The Southwestern area of the proposed project may or may not border upper sections
of Richland Creek. Please verify why you would not need 404/401 authorization.
The southwestern area of the project does border Richland Creek; however, based

on delineated jurisdictional wetlands and streams verified by USACE the proposed
project will not have any impacts on the resources. Therefore,404/401
authorization is not required.
2 -Topographical map and/or the aerial map provided 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 needs 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.
The topographical map has been revised per the comments.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
1. "(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,
Richard
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4239 Office
richard.simpson(@deq.nc.gov
Depirtmait of Erwuonmenul Owi+�T�1�
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�
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.