WQ0044919_Application (FTSE)_20240120

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dh4slon of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number:_ 14 ca*qq/J(to be completed by DWR)
All items must be completed or the analication 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 NCAC 021 .01 M(bl
Title: PUBLIC UTILITIES DIRECTOR
4. Applicant's mailing address: 1630 US 1 HWY
City:YOUNGSVILLE State:NC Zip:27596-
5. Applicant's contact information:
Phone number: 9L)556-6177 Email Address:CDOHERTY[alFRANKLINCOUNTYNC.GOV
I1. PROJECT INFORMATION:
1. Project name: WRENN FARMS
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: 36.0364' Longitude:-78.4935
5. Parcel ID(if applicable): 1843-92-6389(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:CLAY OLIVER License Number:027400
Firm:TIMMONS GROUP
Mailing address: 5410 TRINITY RD,SUITE 102
City:RALEIGH State:NC Zip:27607-
Phonenumber: 984 222-1613 Email Address:CLAY.OLIVER(a)TIMMONS.COM
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: FRANKLIN COUNTY Permit Number:NC 0069311
Owner Name:FRANKLIN COUNTY
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s):WQ12549
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

Vl. 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 Q erational Agreement(FORM:DEV)been attached?
❑Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners'Association,has an II IOA/POA Onerationdl Agreement(FORNI: I10A)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 0%Commercial 0%Industrial(ke.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(,Q? ®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
TOWNHOME 250 gal/DAY 183 45,750 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 45,750 GPD
a See 15A NCAC 02T .0114(b),(d),(ek 1)and_JCIM 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 ,S 42A:4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02'1 01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:45,750 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM:FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 4,955 PVC SDR-35,26,O
C900 DR-18
➢ 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
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude:- "
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.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)(13)_
➢ 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—(028.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T_0305 I & ? ®Yes []No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-1 waters of Class I or
Class lI 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 42�,0305(f)or(a).see Section X.I of this application
*15A NCAC 02T.0305(&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 weboaee
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(t)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 1S., 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 15A NCAC 02T.0105(cl16)(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.()4Q ,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T.the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. 4yoroval of the request will be Issued
concurrently with the approyai of the permit, and nrnleets requiring g variance approval may be sublect to Ion>:er
review times.Fsl_r projects requiring two or more variances or where the variance is determined by the Division to be a
significant wrtion of the Project,the full technical review is re uire&
2. ProfessiorW Enginleces Certification:
CVM
I, ! !I
` Ver attest that this application for Ll
C�/MS
(Professional ineer'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-T-m-Sk Permitting
9fumg%ations 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-lioensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date: Cq,4
0 .
'` :• C�q'Lr ems•i
• 07400 ,S
.
� t� '.elN6��:•• �•
PP P �): 'Oell
3. A licarrt s Certification per 15A NCAC 02T.010
I, Christopher Doherty attest that this application for Wrenn Farms
(Signature Authority Name from Application Item 13.) (Project Name from Application Item Il l)
attest that this application has been reviewed by me and is accurate and complete to the beat of my knowledge.
I understand that if all required parts Ff 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 1 2 .6A and )43-215.68 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor,which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: 10-24-23
FORM:FTA 10-23 Page 5 of 5

• NC Dept of EnvrroR ? ..
State of North Carolina
NOV 15 2023 Department of Environmental Quality
Division of Water Resources
Raleigh cglo 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 FARMS
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 d
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 0.04575
g. Total actual and obligated flows to the facility 1.97075
h. Percent of permitted flow used 65.7%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Finn 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 I of 8
FTSE l0-23

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 1I 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�
11-14-2023
Signing Official Signature Date
Public Utilities Director
Title of Signing Official
Page 2 of S
FTSF 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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

um.u,myti euvewNa Pw.ou�.oruen-ro�.�.•.u�u-ouaa-u.,c�.�ou��,rr
ROY COOPER
Governor
ELIZABETH S.BISER � ;
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
July 31, 2023
Christopher Doherty, Public Utilities Director
Franklin County Public Utilities
1630US1N
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.
Regardless 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 connectionisl.
DE Q�� North Carolina lkpartmcnt of lincinmmcntal Otwlity ! Disisimt ot'N'atcr Resourecs
512 North Salisbury Street 1 1611%1ai1 Service Center 1 Raleigh,North C'amhna-'7699-161 1
� � o 919.707.9M)

uu�Uoiyi�ciwusuNe iu.ou�.orucu roue yu�u-ouaa-ur�wvv�� r+r
I........... ...,...."
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].
Sincerely, OocuSlgnea 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

FRANKLINTON QUADRANGLE S +'
NORTH CAROLINA �� r
7.5-MINUTE SERIES
o�
0.,s•' o � c�N t'
i Alt 11pG cr
x•� 1 I y _ � BEAM R R1D E R
`e
' �pc EAGLE 5.7D E I
92
p+ M L CREEK
1 Ct'f 'a
a �q'
m FARM OR S
NEAREST +��
SURFACE ,
WATERS Y ON AYE .
S ' PROJECT
EXTENTS
SEWER OUTFAL.L / - W
RECEIVING
GRAVITY SEWER aN
90 MANHOLE IN N
MOSSWOOD BLVD 1
`t
G�0 �
N0 RD
j
89 " $,
G ,
�VNr
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 20DO CAR kA
1 0.5 0 1
BALES
1000 0 1000 2000 3000 4000 5000 6000 70DO 8000 9000 10000
QUADRANGLE LOCATION
i _3
FEET
1 New Hill
CONTOUR INTERVAL 10 FEET 1 Z 3 2 Apex
NORTH AMERICAN VERTICAL DATUM OF 1986 1 3 Lake Wheeler
4 5 4 Cokesbury
This map was produced to conform with the 5 Angler
National Geospatial Program US Topo Product Standard. 6 Mamers
6 7 8 7 LI III ngton
8 Coats
ADJOINING QUADRANGLES

SITE ��

C
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
PROJECT ENGINEERS' REPORT
Project Name: Wrenn Farms
Location: Youngsville, Franklin County, NC
PIN: 1843-92-3676
Owners: ARS Development, LLC
1524 Canterbury Rd
Raleigh, NC 27607
Developer: ARS Development, LLC
1524 Canterbury Rd
Raleigh, NC 27607
Consultant: Timmons Group
John Best, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed development is located at the intersection of NC Highway 96 and Ag Lane in Youngsville,
NC. The project proposes the construction of 183 Residential Townhome lots. The project is anticipated
to generate the following wastewater flows:
183 (3-BEDROOM) UNITS AT 250 GPD =45,750 GPD
The proposed gravity sanitary sewer system will consist of approximately 4,955 LF of 8" PVC SDR-35,
PVC SDR-26 or C900 DR-18
The new gravity sanitary sewer system will be owned,operated,and maintained by Franklin County Public
Utilities.
='per, SEAL �r
043120
41111M
I

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS. NOV` 15 2Q23
TRANSMITTAL
TO: NCDEQ — Raleigh Regional Office Date: 11/14/2023 Job #: 54949
3800 Barrett Drive Project: Wrenn Farms
Raleigh, NC 27609 Reference: FTA/Sewer
Copies Sent To:
0
COPIES DATE NUMBER DESCRIPTION n^i
2 1 Fast Track Sewer Application z
1 2 FTSE Form r '^
1 3 Review fee check
00
1 4 Project Narrative
1 5 USGS Ma
1 6 Vicinity Ma
v
1 7 Flow Reduction Letter
V1
THESE ITEMS ARE TRANSMITTED: o Ln
if enclosures are not as noted, please notify us at once.
E
COMMENTS:Please note that the required $505.00 Fee was previously provided on 08/23/2022.
o �
Feel free to contact me with any questions at 919-866-4934 or [e-mail]. Ln
F
E
Q1 0
o �
O v
C �
L Q
a E
E
Thank you, v
Colie Crosby
Y
Sr. Project Engineer b
7a
v
N
47
4..
C
v
E
a
0
ai
a
O
ar
in

From: Clay Oliver
To: Simpson.Richard
Cc: Colie Crosby
Subject: RE: [External]RE:Wrenn Farms Sewer Extension Additional Information Request
Date: Wednesday,January 17,2024 10:32:02 AM
Attachments: imaae001.Dna
USGS Mai)-NC Franklinton.i)df
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.
Good morning, Richard. I like easy fixes. Here's the revised map.
Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, INC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] Clay.Oliver e timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From: Simpson, Richard <[e-mail]>
Sent: Wednesday,January 17, 2024 10:08 AM
To: Clay Oliver<[e-mail]>
Subject: RE: [External] RE: Wrenn Farms Sewer Extension Additional Information Request
Good morning, Clay.
All other docs are acceptable except the USGS/site map with a very simple fix. I need for you to
"show the proposed sewer line " from the property project to the receive gravity sewer manhole in
Moss Blvd. I will need this for the Wrenn Village also. This is consistent with any Fast Track
Applications.
Kind regards,
Richard
From: Clay Oliver<Clay.Oliver(cDtimmons.com>
Sent:Tuesday,January 16, 2024 4:56 PM
To: Simpson, Richard <[e-mail]>
Cc: Colie Crosby<Colie.CrosbyCcDtimmons.com>
Subject: RE: [External] RE: Wrenn Farms Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Richard,
The revised Wrenn Farms application and topo map are attached. See below in red for our
responses to your comments. I will be emailing our responses to the Wrenn Villas comments
tomorrow. Please let me know if you have any questions or 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(a)timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent:Tuesday,January 16, 2024 3:48 PM
To: Clay Oliver<Clay.01iver(cDtimmons.com>
Subject: RE: [External] RE: Wrenn Farms Sewer Extension 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.
Yes, Please send the requested information as it is duel/20/2024 along with Wrenn Village
application info.
Kind regards,
Richard
From: Clay Oliver<Clay.Oliver(@timmons.com>
Sent:Tuesday,January 16, 2024 3:18 PM
To: Simpson, Richard <richard.simpson(@deq.nc.g_ov>
Cc: Colie Crosby<Colie.Crosby(@timmons.com>
Subject: [External] RE: Wrenn Farms Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Good afternoon, Richard. John Best is no longer handling this sewer extension permit. I will be the
one responding to your comments. Would it be ok to email you the revised application and topo
map? Will you also need hard copies of both?

Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, INC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] Clay.Oliver&timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From: Simpson, Richard <richard.simpson(d)deq.nc.gov>
Sent:Thursday, December 21, 2023 3:04 PM
To: iohn.bestPtimmons.com
Cc: Simpson, Richard <richard.simpsonPdeq.nc.gov>
Subject: Wrenn Farms Sewer Extension Additional Information Request
Hello John,
After reviewing the Fast Track Sewer System Extension Application for Wrenn Farms
(Application Number WQ0044919), 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 II. 4 has the approximate coordinates. The longitude appears to be slightly
off. Please verify.
The coordinates in Section 11.4 have been revised accordingly.
2 -Section V1.6 indicates there is not a flow reduction approval letter, but an approval
letter was attached in the application and approved. Please update.
Section VI.6 has been revised to indicate there is a flow reduction approval letter.
3—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.
4-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
ID
Depirtmwt of Enwronn«+tal Owbt\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.