WQ0044397_Application (FTSE)_20230509 (2)

f State of North Carolina
NC Dept o Envirc�nmentai Quality Department of Environmental Quality
DWR Division of Water Resources
MAY Q- 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
RCg10nal Offica~
Application Number: JVq00 r(7 _ (to be completed by DIN R)
All items must be com fleted or the application will be returned
I. APPLICANT INFORINIATION:
1. Applicant's name: Franklin County Public Utilties (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately-Ox%ned Public i'tility
❑ Federal ® State.:Cotuty ❑ Municipal
3. Signature authority's name: Chris Dherty per 15A NCAC 02T .0106 b
Title: Chris Doherty
4. Applicant's mailing address: 1630 Highway 41
City: Younusvilie State: NC Zip: 27596-
5. Applicant's contact infonuation:
Phone number: [phone] Entail Address: cdoltertv a franlincount ,11c.us
11. PROJECT INFORMATION:
1. Project naunc: 11illcrest Phase 2
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/Project
If a modification, provide the existing pennit number: WQ00 and issued date:
For modificatiobs, 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 pentlit number: WQOO
3. County %%,here project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.04140 Longitude:-78.43638
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy P. Nau PE License Number: 030339
Finn: The Nau Company. PLLC
Mailing address: PO Box
City: Rolesville Slate. NC Zip. 27571-
Phone number: 9U 625-3090 Email Address: tnau a thenauco.coni
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P.O. BOX 810
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DWR
Division of Water Resources
NC NO of Environmental QualityState of North Carolina
Department of Environmental Quality
Division of Water Resources
MAY 9 - 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: It 0o' 13 q 7 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Franklin -County Public Utiltics (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 Dherty per 15A NCAC 02T .0106(b)
Title: Chris Doherty
4. Applicant's mailing address: 1630 Highway # I
City: Youna?sville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: [phone] Email Address: cdoheriyAfranlincoun c.us
II. PROJECT INFORMATION:
1. Project name: Hillerest Phase 2
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: 36.04140 Longitude:-78.43638
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy P._Nau. PE License Number: 030339
Firm: The Nau Company, PLLC
Mailing address: PO Sox
City. Rolesville State: NC Zip: 27571-
Phone number: [phone] Email Address: tnauna_.thenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin Coounty Permit Number: NC003369
Owner Name.. Franklin County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W 0022020
2. Downstream (Receiving) Sewer Information: 8 inch 19 Gravity I— Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00179
Owner Name(s): Franlin Public Utilties
FORM: FTA 06-21 Page i 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 ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV) been attached?
❑ Yes ❑ No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
[--]Yes [:]No ® NIA
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 f preschool / day care ❑ Medical i 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: % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[] No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ❑ Yes ❑ No
➢ If yes. provide a cony of flow reduction anprgvll letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow `b
No. of Units
Flow
83 Single Family Homes
250 gal/day
83
20,750 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
20,750 GPD
a See 15A NCAC 02T .0114(b). (d). (00) and (c(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I5A 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: 20.75Q GPD (per 15A NCAC 02T .0114)
➢ 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): ,T_
FORM: PTA 06-21 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,444 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section HI 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 (Puma 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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305 I :
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 0270305(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 06-21 Page 3 of 5

ix SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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
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-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
* 15A_ 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 webpaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ MA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation 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: Tar- Pamlico ❑ 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 213.0202
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(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02.T.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.).
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 permtttee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. 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 Variancc/Altcmative 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 nroiects requiring a variance approval may be subject to longer
review times. For 1'ro'ects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the oroiect. the full technical review is required.
2. Professional Engineer's Certification:
l Timothy P. Nau, PE , attest that this application for Hillcrest Phase 2
(Professional Engineer's name from Application Item Ill.1.) (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 143-215.613, 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 S25,000 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: € �•�N CA Rp
s
` - EAl- : -
i 0303�319 /
i.•
t.......... ..... ......... fit1.A.1.!Ati..t............................
_
Applicant's Certification per 15A NCAC 02T .0I06(b): 5/8/2023
1PRISTOPHER DOHI-RTY Hillcrest Phase 2
,attest that this application for _
(Signature Authority Name frnm Application Item 13 ) (Project Name from Application Item II.I)
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. 1 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, andior 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 141-215.6A 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: Date: 05-08-2023
FORM: FTA 06-21 Page 5 of 5

X. CERTIFICATIONS:
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,'Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reguest will be issued
concurrently with the approval of the Dermit. and Proiects requirine a variance approval may be subject to longer
review times. For nroiects requiring two or more variances or where the variance is determined by the Division to be a
significant Portion of the Droiect, the full technical review is required
2. Professional Engineer's Certification:
3.
I Timothy P. Nau, PE , attest that this application for Hillcrest Phase 2
(Professional Engineer's name from Application Item III.1.) (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 Ptmin 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 tine not to exceed $10,000, as well as civil penalties up to S25,000 per violation. Misrepresentation of the application
information, including !allure 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)
urn rt .. .............. ........
North Carolina Professional Engineer's seal, signature, and date: %% \A CARo
Pf �k-. 41
- 1 EAL -
y s 03033g
i 0rNY P • �� .
Applicant's Certification per 15A NCAC 02T .0106(b): 5/8/2023
FCHRISTOPHER DOHERTY
I, attest that this application for Hillcrest Phase 2
s:
( a -re Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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 inay include civil penalties,,iniunctive relief, and/or criminal prosecution. 1 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 143-215.611, 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 S 10,000 as well as civil penalties tip to S25,000 per violation.
Signature: T Date:
<92
FORM: FTA 06-21
05-08-2023
Page 5 of 5

NC Dept of Environmental Quality
i",!1:7Lj
Division of Water Resources
MAY 9 2023
State of North Carolina
Department of Environmental Quality
Division of Water Resources
tance for Sewer Extension Applications
l (FTSE 04-16)
Entity Requesting Allocation: Franklin County
Project Name for which flow is being requested: Hillcrest - Phase 2
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 wastmi ater flow_
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin County Waste Water Treatment Plant
b. WWTP Facility Permit #: NCO06931
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
AII, f lows are in MGD
3.00
0.650
1.300
0.0145
1.9645
65%
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
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm I pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
On -Site 0.04208 0.01683 0.0145 N:-A 0.0145 0.00233
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Franklin County
Downstream Permit Number: WQCS00179
Page 1 of 6
FTSE 04-16

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 indicates arcentanre of this wastewater flow
05-08-2023
Dale
Page 2 of 6
FTSE 04-16

k
;:� 0%01 LETTER 4F TRANSMITTAL
PRA
!ii
8121 Brownleigh Drive Raleigh, NC 27617
�- 919/782-3332 800/280-0755 919/783-0702 Fax
ACCENT 1
NC Dept of Environmental Qua��r
To: NCDEQ Raleigh Regional Office U1te: 5/8/2023
3800 Barrett Drive Attention: Water Quality Section
Raleigh, NC 27609 MAY g- 2023 Job Name: HillCrest Phase 2
Job #: 20230508-041
Raleigh Regional Office Per: Timothy Nau
Entered By: Zach
WE ARE SENDING YOU THE FOLLOWING ITEM(S):
Qty Unit Description
1 Set (s) full size b&w bound
1 specs
Misc. Notes:
Received By:
Delivered By:
Date:
Time:
If you have any questions about this order please call and ask for the Production Manager.

LNThe Nau Company
Consulting Civil Engineers
Deliver to
TRANSMITTAL
Sender
PO Box 810
Rolesville, NC 27571
919-435-6395
NCDEQ Raleigh Regional Office
Timothy P. Nau, PE
Water Quality Section
919-625-309
3800 Barrett Drive
[e-mail]
Raleigh NC 27609
Date May 8, 2023
919-791-4200
1 Delivery method Hand Delivery
Project name
Submittal type
Project number
Hillcrest Phase 2
Sanitary Sewer Permit - First Submittal
Quantity
Date
Description
1
05/08/23
Cover Letter
2
05/08/23
Fast Track Application (FTA)
1
05/08/23
Check for $480
1
05/08/23
Flow Tracking/Acceptance Form (FTSE)
1
05/08/23
USGS Quad Map CQep(o
1
05/08/23
Aerial Map rl ro11127 a
1
04/13/23
Construction Plans qY 1
'Co
Comments/Notes

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p (
Alan W. Klimek, P.E. Director
Division of Water Quality
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:
NC Dept of Environmental Quality
MAY 9 2023
Ralelg.h Regional Office
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 VWVtP 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 WWiP.
Caro ina tura�ly
North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone] Customer Service
Internet: +vtivw.ncwalcrauality rg Location: 3800 Barrett Drive Raleigh, NC 2-609 Fax [phone]
An Equal OpportunitylAffitmative Action Employer— 50%Recycfed110%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,
, dI,"7
5*1 r e,
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, NC0069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Stearns & Wheler
3128 Highwoods Blvd. Suite 140
Raleigh, NC 27604

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The Nau Company
.,._-, ' Consulting Civil Engineers
May 8, 2023
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Essex Townes/Essex Village Sanitary Sewer Permit
To whom it may concern:
NC Dept of Environmental Quality
MAY 12 2023
Raleigh Regional Office
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Essex Townes and Essex Village project located in Franklin County, NC. Below is
a summary of the system to be permitted:
System Name: Hillcrest Phase 2
Homes served: 83
Flow allocation required: 20,750 GPD
Pipe data: 1,444 LF of 8" PVC gravity sanitary sewer
The following items are included with this submittal package:
+ $480 application fee
• Fast Track Form (Form FTA 04-16)
• Flow Tracking/Acceptance Form (Form FTSE 04-16)
• 8.5x11 USGS topo map of the project area
• 8.Sx11 aerial image of the project area
If you have any questions or concerns, please let me know.
Sincerely,
The Na Company, PLLC
Timothy P. Nau, PE
[e-mail]
PO Box 810 / Rolesville, North Carolina 27571 / [phone]