WQ0044160_Application (FTSE)_20230216

NC Dept of Environmental Quality
DWR
FEB 16 207--!'
State of North Caroling
Department of Environmental Quality
Division of Water Resource
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 06-21 & SUPPORTING DOCUMENTATION
ApplicationNumber: �,c}QD{7`t J� Itohecompletedb)DWR1
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
l 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 02T ,0I06Ib1
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US Hwy #1
City: Youngsville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number. [phone] Email Address: cdohe a,franklincountync.us
IL PROJECT INFORMATION:
l . Project name: Avery Woods Subdivision Phase 1
2. ApplicatioNProject 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: 36.024391' Longitude:-78.501289"
5. Parcel ID (if applicable): 1842-76-1367, 1942-66-1923, 1842-77-3839 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Christopher A. Lewis. PE License Number: 041421
Firm: FLM Enizzincerina. Inc.
Mailing address: PO Box 91727
City: Raleigh State: NC Zip: 27675-
Phone number: (9l9) 802-7146 Email Address: clewis tbflmengineerim,.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County WWTP Permit Number: NCO06931 I
Owner Name: Franklin Coun Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. PermitNumber(s): WQ3z,6g2.
2. Downstream (Receiving) Sewer Information: 8 inch 0Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00179
Owner Name(s): Franklin County Public Utilities
FORA: FTA 06-21 Page I of 5

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'
❑ Yes ❑ No ®N'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A-r�ment FORM:.UEV,) been attached'
❑Yes ❑No ®NA
3. If the Applicant is a Home/Property Owners' Association, has an HOA:TOA O. Rerational 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 preparat ion..se ry ice ❑ Hotel andlor Motels
❑ School..' preschool / day care ❑ Medical dental ` veterinary facilities ❑ Swimming Pool,:Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooE'Filter Backwash
❑ Businesses ` offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103t20f)
If industrial, is there a Pretreatment Program in effect? El Yes ❑ No
6. Has a slow reduction been approved under 15A NCAC 02T .01 14(t)? ® Yes ❑ No
If yes, provide a copy of flow reduction aoProval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'-'
No. or Units
Flow
Single Family Townhomes
250 gal/day
103
25,750 GPD
gal/
GPD
gal;
GPD
gall
GPD
gaff
GPD
gaV
GPD
Total
25,750 GPD
a See I SA NCAC 02T .f?I 14(b). (d). (e)( 1) and Ie)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T Al 14(c), design flow rates for establishments not identified [in table 1.5A NCAC 02T 01 141 shall be
determined using available flow data, water using Fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 25.750 GPD (per I SA NCAC, Q3T .01 14)
Do not include future flows or previously permitted allocations
If permitted now is zero, please indicate why:
❑ Pump Station?Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line,
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: ___ - Issuance Date: _
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & VIDC lGravit} Sewe
I Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6,153
SDR35 PVC
8
1,452
CL350 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 ffigi`s):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Avery Woods Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.016772' Longitude:-78.5016I 1'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.215625 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): 152 gallons per minute (GPM) at 1123 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
3,376
DR18 C900 PVC
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 ISA NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> I f 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 06-21 Page 3 of 5

iX. SETBACKS & SEPARATIONS — (028.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations,'aiternatives found in 15A .NCAC 027' .030.51t) & LW,? ®Yes ❑ No
15A NCAC 02T.0305(f) 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
"My private or public water supply source, includip- dity wells, WS-1 waters of Class I or
Class I1 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02T.03051 f3 or Igl. see Section X. I of this application
* 15A NCAC 02T.0305te1 contains alternatives where separations in 02T.0305{ f3 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 wd e
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(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 ❑ 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 I SA NCAC 02B .0200? ® Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 2R.0202
5. Does the project require coveragelauthorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
> Please provide the permit numberfpermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)f6) (additional pennitsfcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)f6), 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_).
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 06-21 Page 4 of;

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02 F, the Minimum Design Criteria fur the Permittina, of Putnv Statiun
and Force Mains f latest versionl,, and the Gravity Seivet Minimum Design Criteria (latest versionl as applicable?
M Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Varian ce/A hernat ive 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 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.
I, "Vq tS , attest that th is application for ArVLSit1 t&(000 S S I D NA41 t
(Proressional Engineers name from Application Item [I1.I i (Project Name fron► Applicatkm Rent II 4 i
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 she best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravitt..Sewers._(lDtest version3, and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Staligns and Force Mains OaMg version, Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.68, 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. 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 Enaineer to referral to the licensing board. (21 NCAC 56.0701)
..... .. ...............� i.**+44-1+4rr ........ _..—......
C r�
North Carolina Professional Engineer's seal, signature, and date: �.`���'�H
:_
AL '
i. 041421
.2 Otjr��c�cf �co
OP
i HER
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, C iL•S'rt,py+ DCbtr# M-r , attest that this application for aK Eit y rlao D S T-lg f
? Signature Authority Name from Application tem t.3 1 (Project Name from Application item 11. l )
attest that this application has been reviewed by me and is accurate and complete to the best or 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.
Signatu
Date: O L l 3 2d Z3
FORM: FTA 00-2 I Page 5 of 5

NC Dept of Environmental Qualli,
State of North Carolina
Department of Environmental Quality
FEB IS 2U'l Division of Water Resources
Flow Tracking for Sewer Extension Applications
Raleigh Regional Office (FTSE 10- t S)
Entity Requesting Allocation: Franklin County Public Utilities
Project Name for which flow is being requested: Avery Wood Subdivision Phase l
Hore than one FTSE pray be required for a single project if the owner of the WWTP is not responsible for rrlt 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 Wastewater Treament Plant
b. WWTP Facility Permit #: NC00693I 1
A11 flows are in MGD
c. WWTP facility's permitted flow 3.0070
d. Estimated obligated flow not yet tributary to the WWTP 0 , b gz
e. WWTP facility's actual avg. flow l oo
f. Total flow for this specific request 0.02775
g. Total actual and obligated flows to the facility 2, .6 % q15
h. Percent of permitted flow used G Z *f&
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
0004-62
PLACE
1.3ta
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx,
Not Yet
Total Current
Daily Flow**
Current
Tributary
Flow Plus
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
o.5L4L1
a.dg9_
o.otZS
O.Lt i5
o.43z-5
* 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): F'q-p-,AkL%04 CAL;,&E,,
Downstream Permit Number: "QCS bb I? () —
Page I of 6
F I-S F 10-18

III. Certification Statement:
I CK TnQµea, DQµ 4 certify to the best of my knowledge that the addition of
the volume of wastewater to be permit din 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 Iisted 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.
Title of Signing Official
Page 2 of 6
I'-1 S k 10-18

FLMENGINEERING
February 15, 2023
Jason Robinson & Ted Cashion
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Avery Woods Subdivision Phase 1
Public 8" Gravity Sewer
Mr. Robinson:
This letter is to accompany the submittal package for the Avery Woods Subdivision public gravity
sewer application form FTA 06-21.
Forsyth Investments Company, LLC is proposing to construct 219 single-family residential lots as
part of the Avery Woods Subdivision. The site is located west of Youngsville on Holden Road on
Franklin County Parcel ID Nos. 1842-76-1367, 1842-66-1923 & 1842-77-3839. Phase 1 will
consist of 103 lots.
Since this project lies in Franklin County's jurisdiction, we have utilized the agreed upon
wastewater design flow rate of 250 gallons per day per lot. Thus, the total wastewater flow
generated by Phase 1 of this project is expected to be 25,750 gallons per day (GPD).
The phase 1 sewer system consists of 29 proposed public 4' diameter manholes, 9 proposed 5'
diameter manholes, 3 proposed 6' diameter manholes, 6,153 feet of 8-inch SDR35 PVC and
1,452 feet if 8-inch CL35O DIP.
Additionally, the subdivision development proposes a public sewer lift station that will ultimately
be managed/maintained by Franklin County. The lift station consists of a single 8' diameter wet
well, with duplex solid handling pumps, pump control system with telemetry, on site backup
generator, and 3,376' of 4-inch C90O PVC force main. The proposed force main will outlet into an
interceptor manhole located near an existing pump station east of the site along Holden Road.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919. 802.7146
[e-mail]
2023 FLM Engineering, Inc. Page 1 of 1 February 15. 2023
PO Box 91727. Raleigh, NC 27675 p 1919.610 1051

DocuSign Envelope ID 46E4D5CB-72AF-445A-Ab21-482F876E5FA6
Avery Woods
Franklin County, NC-DWR Project #22-052
lb
DSO
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Pond 1: Subject
�! ** A. Subject
Cox
r-
E: Not Shown
n
'b
FULavo�
USGS Topographical Map
Grissom & Franklin Quadrangles 2019
Legend:
-Project boundary Q
I Pond 2: Not
Subject
B: Subject I
D: Subject
or
�a
A
ps SL17�q
Base map provided by
5&EC
Locations are approximate
and are provided for
reference only ::
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NC Dept of Environmental Quality
FLMENGINEERING
TRANSMITTAL
Raleigh Regional Ot`ice
-
Date: February 15, 2023
To: Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Water Quality Section, Jason Robinson
Reference: Avery Woods Subdivision — Sewer Submittal
We are sending the following items:
Copies
Description
Date
2
Cover Letters
2023-02-15
1
Application Fee of $480.00
2023-02-15
2
Avery Woods Fast Track Sewer Applications
2023-02-15
2
Avery Woods Tracking 1 Acceptance Forms
2023-02-15
2
1 8.5" x 11" USGS Topographic Quad Maps
2023-02-15
2
8.5" x 11" Aerial Imagery Exhibits
2023-02-15
2
Franklin County Sewer Flow Reduction Approval Letter
2023-02-15
These items are transmitted:
L. For Review & Comment D As Requested
Sincerely,
FLM Engineering, Inc.
Christopher A. Lewis, Principal
ciewis@flmengineering_com
© 2023 FLM Engineering, Inc. Page 1 of 1
0 For Your Use xr For Approval
February 15, 2023
PO Box 91727, Raleigh NC 27675 p ' 919.423.8975

NC Dept of Environmental Q11ai11�,
RaleRe�10);j8��
August 19, 2008
J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
1630 US Highway 1
Youngsville, NC 27596
Subject: Franklin County Public Utilities WWTP
Permit No. NCO069311
Adjusted Daily Sewage Flow Design Rate
Franklin County
Dear Mr, Mendenhall:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina mpartmcnt of Environmenl and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
On June 11, 2008, the Division of Water Quality (Division) received your request for an
adjustment to the daily sewage flow design rates. This adjustment would apply to all Franklin
County Public Utilities permitted but not yet tributary connections and all future connections
tributary to this facility (with the exception of permits whose flows are tributary to the collection
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(f). A flow
adjustment to 250 gallons per day per residential dwelling was requested. The Division's
Raleigh Regional Office reviewed the information provided by you and additional information
provided by your consultant to the Raleigh Regional Office dated June 26 and June 27, 2008.
In accordance with 15A NCAC 02T .0114(f)(2), the Raleigh Regional Office has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of calendar year 2007, DMR monitoring data for this facility and an analysis of flow
reduction data for other facilities comparable to the Franklin County WWTP and collection
system. Based on the data submitted, the Division hereby approves the use by Franklin
County Public Utilities for the collection system described in Permit No. WQCS00179, and the
treatment plant described in Permit No. NCO069311, 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. This
flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributary to the
collection systems of the towns of Youngsville and Franklinton in Franklin County.
In granting this flow reduction, please be advised that the Division will not reissue any
outstanding permits made prior to this flow reduction request. If reissued permits are desired,
a permit modification request with the appropriate fee must be submitted for each permit to be
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP.
Caro ina
dvatura�ly
North Carolina Division of Water Quality 1628 Mail Service Center Ra,eigh. NC 27699-1628 Phone {9l9) 79[ 4200 Customer Service
Internet: +vwtv.nc+vale�nalily Urg Location' 38 C Barrett Drive Raleigh, NC 27609 Fax [phone]-62�-6748
An Equal opportunity/Afflrmalive Action Employer - 50% Recycled/10% Post Consumer Paper

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts 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. Without regard to this or any other flow reduction either
requested or granted, at no time shall the flow to this wastewater treatment facility
exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity
of the sewers downstream of any new sewer extension or service connection.
If you have any questions regarding this adjustment to the daily sewage flow design rates, or
require any additional information, please contact Barry Herzberg at [phone], or by
electronic mail to [e-mail].
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: Franklin County Health Department
RRO SWP, BH
RRO, FCPU Files, NCO069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Stearns & Wheler
3128 Highwoods Blvd, Suite 140
Raleigh, NC 27604
f