WQ0042560_Application (FTSE)_20210520

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: _ YB 0 0 y 7 S6 0 Ito be completed by DWR)
All items must be com leted or the applicaflon will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Franklin County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® Statc/County ❑ Municipal
3. Signature authority's name: Chris Doherty per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 1"33 US Highway #1
City: Youngsville State: NC Zip: 27596-�
5. Applicant's contact information:
Phone number: 919) 556-6177 Email Address: cdohertyna.franklincounly
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
NO Dept of Environmental Quality
MAY 2 0 2021
Moigh Regional Office
I. Project name: Essex Townes/Essex Village
2_ Applicadon/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 36.085947Longitude:-78.471543'
5. Parcel ID (if applicable): 1855-614669
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: Jonathan Eakins License Number: 24642
Firm: The Nau CorqVgny, PLLC
Mailing address: PO Box 810
City: Rolesville State: N Zip: 27571
Phone number: (9L9) 6164716 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Nanmc: Franklin Co4rntx WWTF Permit Number: 11
Owner Name. Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
S stern Wide Collection System Permit Number(s)( if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 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 (gNIA
2. if the Applicant is a Developer of lots lobe sold, has a Dcvclo )cr's O •rational Agreement FORM: DEV been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Prooerly Owners' Association. has an Operational Agreement [FORM: HOA) been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential 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: 10093 % Domestic/Commercial % Commercial
Industrial (Sce 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Ycs ❑ No
D if esprovide a cogy of flow reduction agiprovall letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 I40
Daily Design Flow'•°
No. of Units
Flow
Single Family Homes
250 gal/day
93
23,250 GPD
Townhomes
250 gal/day
157
39,250 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
62,500 GPD
a See l M NCAC' 02T .01 14 b d c 1 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 15A NCAC 027' .01 14(c), design flow rates for establishments not identified (in table I SA NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: _. _ GPD (per I5A NCAC 02T .0r 14)
> Do not include future Bows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permiued in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number•
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): --
FORM. FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
620
DIP
8
7477
PVC
D Section 11 & 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 requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — l)2T .0305 & NIDC_(Pumn Stations/Force Mains).
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
3. Design Flow of the pump station: millions gallons per day (fknn capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station).
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02 e
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C)_
It shall be demonstrated to the ]Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM- FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(tl)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(i.) & (a) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarahnnc thne chatt be. nrevided rnr-... - p-tem—
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class I I impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top sloN of embankment or cuts of 2 feel or more vertical height
10 feet
Drainage s stems and intcrce tar drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T 0305 r contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web ae*c
➢ If noncompliance with 02T.0305(1) or (g), see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N!A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.02001 ®Ycs ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 1 SA NCAC 2B.0202
4. Does the project require coveragelauthorizaiion under a 404 Nationwide or ® Yes ❑ No
individual permits or401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Huffer Pcnnittinp Branch
5. Does project comply with 15A NCAC 02T.0105(c)f61(additional pennits/certiftcations)? ® Yes ❑ No
Per 15A NCAC 02"f.0105 c 6 directly related environmental permits or certification applications are 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, eta).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A-NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ 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 115A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Dcsien Criteria for the P4 ni ' g of Pump Stations
and Force Mains (latest vcnirnr) and the Gravit Sewer Minimum Dcsi n Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application „and supporting documents.
2. Professional Engineer's Certification:
Jonathan Eakins, PE attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
has been reviewed by me and is accurate, complete and consistent with the infannalion 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, Gravity Sewer
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 S 10,000, as well as civil penalties up to $25,000 per violatio `.,.1ts+a� A+ar�ri,�
.•cV
North Carolina Professional Engineer's seal, signature, and date: s �`� ��• 5 S•• ��:
..
0 C-
3. Applicant's Certification per 15A NCAC 02T.0106(b): its IN .5/7/2021
1, Ct-ttZtr STa+ r�ry iL ho - iL i7 tae— zo{t- attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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 S 10,000 as well as civil penalties up to $25,000 per violation.
Date: Co S
FORM: F'rA 04-10 Page 5 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T 15A NCAC 02-1" .0300. Division policies and good engineering practices.
While no upfront engineering design documents are acquired for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a peril from the Division) are explained in 15A NCAC 02T.0303
Projects not eligible for review via the fast track process (must be submitted for full technical review):
la Projects that require an environmental assessment in accordance with 15A NCAC l C .0 i 00;
1;- Projects that do not meet any part of the minimum design criteria (MDC) document;
A Projects that involve a variance from the requirements of 15A NCAC 2T;
D Pressure sewer systems utilizing septic tank-efHucnt pumps (STEPS) or simplex grinder pumps;
D STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
D Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
D Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages)-
0 Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the north Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Narne in Item 11.1 shall be consistent with the project name on the now acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Enaineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Paget of 3

E. Flow Tracking/Acceptance Form (Form; FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
>: The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Y Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages);
® Submit an 8.5-inch x I ]-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per I SA NCAC 02T .0305(li)(1), submit documentation of power reliability for pumping stations.
Y This alternative is only available for average daily flows less than 15,000 gallons per day
Y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station_ The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
D 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
limeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (Alt Application Packages for Privately -Owned Public Utilities):
p Per 15A NCAC 02T .0115(a)r 1) provide the Certificate of Public Convenience and Necessity from the Forth Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Warcr and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners', Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agmenient (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and lay -laws.
p Developers of lots to be sold
❑ Per 15A NCAC 02T A 115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems rvehsite
INSTRUCTIONS FOR FORM: FFA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville Regional Office
Water Quality Section
Fameetteville Regional Office
Water Quality Section
Mooresville Regional Office
Water Quality Section
Raleigh Regional Office
Water Quality Section
Washin on Rlgional Office
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional Office
Water quality Section
ADDRESS COUNTIES SERVED
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
I Rutherford, Swain, Transylvania, Yancey
225 Green Street Suite 714 `s Anson, Bladen, Cumberland, Harnett, Hoke.
Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richrnond,
[phone] 1 Sampson, Scotland
(910) 48"707 Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Serv€ce Center
Raleigh, North Carolina 27699-1628
(919) 7914200
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W_ Hanes M II Road
Suite 300
Winston-Salem, North Carolina 27105
1 [phone]
I
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertle. Camden, Chowan, Craven,
Currituck, Dan:, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

NC Dept of Environmental Quality
State of North Carolina
MAY 2 0 2021 Department of Environmental Quality
Division of Water Resources
Raleigh Regional Off new Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin County _
Project Name for which flow is being requested: Essex Townes/Essex Village
More than one FTSE nray be required for a single project if the owner of lite WIVTP is nor responsible for all pump
stations along the route of lite proposed ovastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Franklin County WWTP
b.
WWTP Facility Permit #: NCO069311
All flows are in MGD
c.
WWTP facility's permitted flow
3.Q
d.
Estimated obligated flow not yet tributary to the WWTP
e.
WWTP facility's actual avg. flow
C
Total flow for this specific request
0. p c*2.5
g.
Total actual and obligated flows to the facility
t . !) {2e5
h.
Percent of permitted flow used
(n 5 , (0-%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C) (D)=(B+C)
(E)a(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow"*
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm 1 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 WWTP
Downstream. Permit Number: NCO069311
Pagel of 6
FTSE 10-18

111. 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 nonnal 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 I1 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 oft;
FTSE 10-18

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 6
FTSE 10-18

The Nau Company
Consulting Civil Engineers
May 20, 2021
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 ofEnviroumental QuktIit,
MAY 2 0 2021
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: Essex Townes/Essex Village
Homes served: 250
Flow allocation required: 62,500 GPD
Pipe data: 7,977 LF of 8" PVC gravity sanitary sewer
620 LF of 8" DIP 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 USE 04-16)
• 8.5x11 USGS topo map of the project area
• 8.5x11 aerial image of the project area
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
Jo tha Eakins, PE
jeakins thenauco.com
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

@
3
$
, � §
, c \
� ..
�■ ■
Sao— . \
L�
1

J:..; ¢ ".,: , o asn ay# y11A5 "wQCSSe 45IJ pa sawnsse msfl 'sFraap amw noj S abed .14 Qvw xapu% Oi i8ja r aseald '%I.- . .: - - ...,r I -
*0pi S?l313W 0 0001 133A S311H a —az w Ln miss/rsayN
i SN313W0"q)t 0 S" S 000S OOOb 000Z 0001 0 1 5'
sauas dew ,s'C sE)sn ® 7N 'uo;ulljuej:j �1ivr�aiv