WQ0041602_Application (FTSE)_20200331

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: 1) (to be compteled by DWR)
I All items must he completed or the ansilication will be returned
I, APPLICANT INFORMATION: g i
h
1. Applicant's name: Town of Fuauav Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ GeneraI Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other r
3. Signature authority's name: Jay T Meyers, PE per 15A NCAC QT .01061 b)
Title: Public Utilites Director
4. Applicant's mailing address: 134 1V. Ka 0. s4re,-+
City: Fu ua -Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (L19) 567-3911 Email Address: me crsr Fu ua-varina.or r
Ill. PROJECT INFORMATION:
I. Project name: Geneva Phases 5-11
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 3.5.5074° Longitude:-78.7430'
5. Parcel ID (if applicable): 0665377006
(or Parcel ID to closest downstream sewer)
I.I.I. CONSULTANT INFORMATION: /
I. Professional Engineer: Sh ne L 4tl�. PE �f '�'�tS
g � License Number: 027388
Firm: WithersRavenel
Mailing address: 115 MacKenan D ive
City: Cary State: NC Zip: 27511-
Phone number: 919 239-0343 Email Address: slcathers rG "t} - enel.coni r
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
i. Facility Name: North Harnett Regional WWTP Permit Number_ NCO021636
Owner Name: Town of Fuquay Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W D040793 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection S •stem Permit Numbers it -a licable : WQCS00193
Owner Name(s): Town of Fuauay Varina
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FORM: FTA 04-16 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 OCcratinnal Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a HomelPrmerty O%vkkvrr' ssu ti i . Iva, on overationaireement i PORhi: I IOAd been attached?
❑ Yes ❑No ®N?A
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 1 veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFiltcr Backwash
❑ Businesses.' offices i factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater; 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103120)1
--4o Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes ❑ No
D If yes, Brovide a cony or now reduction annrovaf letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.01140
Daily Design Flow °•b
No. of Units
Flow
Residential development
225 gal/unit
0
0 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
0 GPD
a See 15A NCAC 02T .01 14ibi. fd1._(elt 11 and (c)L1 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .OI 14(c), design flow rates for establishments not identified (in table 15A NCAC 02T.011 4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0_0 GPD (per ISA NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted 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): �OCtr
: mid godr�ic4 on re. tw.sr wi<< 6� 66MAJ a6 1 �[
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ay�troVe� Ge11eYa- flTr�r�Y aflp�>frbK ReQf1P.�1��f .
FORM: FTA 04-16 ( [[ � � ��� 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
6,611
PVC
8
5,951
PVC C900
8
2,010
DIP
D Section II & Ili of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (if Applicable)— ti2T.0305 & MllC(Pump Stations/Force Ri ins :
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees)- Latitude: _ :_ Long,tude: - °
3_ Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s):.. _ gallons per minute at � � feet total dynamic head (TDR)
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 03T .03O5(li)(I ):
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(B)_
D 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 - 1 SA NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
D 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.
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 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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &Sr-) ® Yes ❑ No
r 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)
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-I waters of Class I or
Class II 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.?)
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 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
15A NCAC 02T,0305(4-) contains alternatives where separations in 02T.030510 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surtaec Mater Classifications webnage
D If noncompliance with 0?'lM0105(I) or tg.l,; see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ NIA
➢ See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D 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 02B .02007 ❑ Yes ❑ No ® NIA
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Pcrmittine Branch
5. Does project comply with 15A NCAC 02T.0105 c b) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01051c)(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, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.040?, "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
D 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 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIVICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design C'riteri i fior the Perntittin g or Punin Stations
and Force klains 1 t st version and the Gt►yity Sewer Minimum Design -Criteria Ilates( version) as applicable?
❑ Yes ® No
if No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. AprrrovaI of the renuest is reoulred prior to submittal _of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, S C✓ t/ L� �/ �S , attest that this application for
(Professional Engineer's name from Application Item 1II.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, 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,
MOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: �\\\� �Ht CA/�
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, _ 39!r(ign.1X1r'e
&II" l IS attest that this application for
10 Authority's name & title from Application Item 1.3.) V
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, 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 143-2i5.6A and 143_7215.6B, 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: 40 MaP ZOX
FORM- FTA 04-16 Page 5 oF5

�pF WA -Is State of North Carolina
�O G Department of Environment and Natural Resources
j Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which [low is being requested: Gencva Subdivision Ph 5-11
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all primp
stations along the route of the proposed tvastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
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
All flows are In MGD
2.60
0.599
1.204
0.000
1.903
69.4%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated 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 / pt),
Daily Flow, Daily Flow, Obligated
Available
Number) MGD MGD
MGD MGD Flow
Capacity***
* 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 (pi) 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.
Page 1 of 6
FTS F 06-13

Certification Statement:
I Jay T. Meyers, PE, Public Utilities certify to the best of my knowledge that the addition of
Director
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 acceptance of this wastewater flow.
ZO Marc Zfl
Date
Page 2 of 6
FTSE 06-13

State of North Carolina
Deportment of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fu ua-Varina
Project Name for which Flow is being requested: Geneva Sub. Phase 5-1 1 No Flow
More Man one FTSE mar he required liar ar ,tingle project if the owner of the- IVIFTP is not rc cponsihle faar all pump
statioM along the rotac oftlte proposed twa,srewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636 -
c. WWTP facility's permitted tlo%%
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d, Estimated obligated flow not vet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP taeility's actual avg. Ilo%%
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
t. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
11. Percent of permitted flow used
All flows are in ati1GD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
1.212 NIGD
0.599 MGD
0.113 MGD
0.352 MGD
0.148 MGD
4.468 MGD
1.214 NIGD
0.664 NIGD
1.806 MGD
0.784 MGD
0.000 NIGD
5.680 MGD
1.813 MGD
0.777 MGD
2.158 MGD
0.932 MGD
75.73 %
Page 1 of
1=TS1- 06-1

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 W WTP:
(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. * (Finn - pf).
Dailv Flog.
Daily Flow.
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
SLS 120 14.4 5.76 2.500 1.024 3.524 2.236
* 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 %VWTP where the Available Capacity is <0.
Downstream Facility Name (Sewer). North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be pennitted 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 acceptance of this wa:water flow.
Signing Official Sig►aatta —
— X —_ zo
Data
Page 2 of 4
FTS E 00-11

%0 WithersRavenet
h§. Our People Yo,
August 7, 2019
NC DEQ
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Geneva
Dear Sir or Madam:
This letter is to serve as a request to permit the changes being proposed for the sewer collection system of
a residential development in Fuquay-Varina in Wake County that do not meet state standards. The
proposed extension will serve sewer to the Geneva subdivisions approved by the Town of Fuquay-Varina.
The sewer will connect to the Geneva offsite sewer extension, previously approved.
Wetland Separation does not meet the minimum requirements for separation. For these areas we are
following 15A NCAC 2T 0.0305(f)
Crossings that do not meet the minimum separation set forth by the state will be ductile iron and inside a
concrete encasement, as acceptable per the standards set by the Town of Fuquay-Varina. In addition to the
concrete encasement, concrete cradles were used when necessary.
This is done at the following crossings:
Alpine Crystal Way: MH 71B-MH71A
Cambra Pine Drive: MH 50-MH51A
Rhone Bridge Drive: MH 61-MH60, MH60-MH59, MH59-MH59A
Saint Moritz Lane: MH 77-MH49
Bellevue Manor Lane: MH 46-MH46A
Farmingdale Road: MH 162-MH192
Matterhorn Drive: MH102-MH102A, MH 168-MH111
Rudolph Fields Court: MH113-MH122
Trembley Park Drive: MH104-MH126
Travel House Lane: MH105-MH130, MH 116-MH116B
Amethyst Trace Court: MH 150-MH 166
Out of Roadway: MH58-MH59, MH192-MH193, MH 168-MH111
Concrete Cradles were used on the following crossing:
Rhone Bridge Drive: MH60-MH59
Farmingdale Road: MH162-MH192
Details of all crossings listed are provided below.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.334.01 f: 919.467.6008 ! www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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PROPOSED SEWER PREVIOUSLY APPROVED
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btate ol' North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allwav:
Alvan
•
mom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
TWor r-VS"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permittintr Unit received your
flow reduction request for future and present. but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(I)(3),
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (223 GPD per three bedroom home) in all applicable non discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design daily wastewater flow rate, at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES ermit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, permitted flow, new now
udder reduction and the difference between them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Sincere ,
C'
Gregory 1 Thorpe, Ph.D.
cc: Raleigh Regional Office
FIow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 509r recyOedll017o post -consumer paper

V� WithersRavenel
'. Our People. Your Success.
March 26, 2020
NC DEQ
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Geneva Phase 5-11
Dear Sir or Madam:
This letter is to serve as a request to permit the collection system of a residential development in Fuquay-
Varina in Wake County. The proposed extension will serve sewer to the Geneva subdivisions currently in
review by the Town of Fuquay-Varina. The sewer will connect to the Geneva offsite sewer extension,
previously approved, that will run along a tributary with connection to Kenneth Creek near the Wake
County/Harnett County Line. Approximately 14,572 LF of 8-inch sanitary sewer lines. The sewer will
connect to the sanitary sewer outfall already permitted in WQ0049793. The sewer was designed based on
the proposed flows as approved by the Town and matches the To ns Utility Master Plan. Attached please
find the application with fee, an original and a copy of the FTA -16 and site maps for your review and
approval. The original approval was for the first four phases, thii permit application is for the remaining
phases.
If you have any questions or need any additional information, pie se feel free to contact me at 919-469-
3340.
Sincerely
WithersRavenel
Shayne Leathers
Project Manager
n4 f 10"'
NC Dept of Environmental Quality
MAR 3 12020
Raleigh Regional OffiC6
115 MacKenan Drive j Cary, NC 27511
t: 919 469.33401 f. 919.467.60081 www.withersravenef.com I License No, C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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Sincerely
WithersRavenel
W. d 14 -7-1 E- - �M-Z
Shayne Leathers
Project Manager
Page 9 of 9

WithersRavenet
.. Our People Your Succtiss
March 26, 2020
NC DEQ
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Geneva Phase 5-11
Dear Sir or Madam:
NC Dept ofEnvironrnental Quality
MAR .3 12020
Raleigh Regional of
This letter is to serve as a request to permit the collection system of a residential development in Fuquay-
Varina in Wake County. The proposed extension will serve sewer to the Geneva subdivisions currently in
review by the Town of Fuquay-Varina. The sewer will connect to the Geneva offsite sewer extension,
previously approved, that will run along a tributary with connection to Kenneth Creek near the Wake
County/Harnett County Line. Approximately 14,572 LF of 8-inch sanitary sewer lines. The sewer will
connect to the sanitary sewer outfall already permitted in WQ0040793. The sewer was designed based on
the proposed flows as approved by the Town and matches the Towns Utility Master Plan. Attached please
find the application with fee, an original and a copy of the FTA04-16 and site maps for your review and
approval. The original approval was for the first four phases, this permit application is for the remaining
phases.
If you have any questions or need any additional information, please feel free to contact me at 919-469-
3340.
Sincerely
WithersRavenel
Shayne Leathers
Project Manager
nvironmentat Q
NC C�ePt of
�t vicann'er�at Q110W
Wept of V
h �Cgional ���Cs
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 ! f: 919,467.60081 www,withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

Cashion, Ted
From: Tang, Ed <[e-mail]>
Sent: Sunday, May 3, 2020 10:29 PM
To: Cashion, Ted; Jay Meyers [e-mail])
Cc: Robinson, Jason
Subject: RE: [External] Automatic reply: Geneva Phases 5-11 fast track sewer extension
application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to repo [e-mail]<mailto:[e-mail]>
Ted,
I checked with Shayne and he said that none of the sewer in the application is deemed "High priority" sewer.
Let me know if you need anything else.
Regards,
Ed Tang, PE
115 MacKenan Drive Cary, NC 27511
Office:919.469.3340 Direct:919.238.0338
Mobile: [phone]
[e-mail]
CONFIDENTIALITY AND NONDISCLOSURE
-----Original Message -----
From: Cashion, Ted <[e-mail]>
Sent: Saturday, May 2, 2020 9:14 AM
To: Tang, Ed <[e-mail]>; Jay Meyers ([e-mail] <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: [External] Automatic reply: Geneva Phases 5-11 fast track sewer extension application
Ed,
Just got the email reply that Shayne Leathers is no longer working with WithersRavenel. Please address the message
below sent to Shayne and Jay earlier:
We are reviewing the subject application. With the large amount of linear footage of sewer line in this project (>14,000
If), we just wanted to confirm there are no high priority sewer lines as defined in the 2T rules below:

"High -priority sewer" means any aerial sewer, sewer contacting surface waters, siphon, sewer positioned parallel to
streambanks that is subject to erosion that undermines or deteriorates the sewer, or sewer designated as a high priority
in a Division -issued permit if the sewer does not meet minimum design requirements.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
-----Original Message -----
From: Leathers, Shayne[mailto:[e-mail]]
Sent: Saturday, May 2, 2020 9:09 AM
To: Cashion, Ted <[e-mail]>
Subject: [External] Automatic reply: Geneva Phases 5-11 fast track sewer extension application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
Shayne Leathers is no longer working with WithersRavenel. Please reach out to Ed Tang at [e-mail]
919.238.0338

Cashion, Ted
From: Allen, Trent
Sent: Monday, May 4, 2020 12:34 PM
To: Cashion, Ted
Subject: RE: Fuquay-Varina fast track app with 0 flow, trib to N. Harnett
No concerns at this time.
Trent Allen
Fayetteville Regional Supervisor
Division of Water Resources
910 433 3336 office
[e-mail]
225 Green Street — Suite 714
Fayetteville, NC 28301
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties
-----Original Message -----
From: Cashion, Ted
Sent: Saturday, May 2, 2020 8:56 AM
To: Allen, Trent <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Fuquay-Varina fast track app with 0 flow, trib to N. Harnett
Hi Trent,
We are reviewing a fast track app for Fuquay for a residential project called Geneva Phases 5-11. There is no flow
associated with this permit. Flow will be permitted in subsequent permits.
This will be trib to N. Harnett.
Any concerns with us issuing this permit?
We'll cc you on the permit when issued.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
I

[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Ted Cashion
From:
Sent:
To:
Subject:
Sent from my iPhone
Begin forwarded message:
Cashion, Ted <[e-mail]>
Friday, May 8, 2020 9:52 AM
Ted Cashion
Fwd: Fuquay-Varina fast track app with 0 flow
From: "Fertenbaugh, Christyn L" <[e-mail]>
Date: May 7, 2020 at 5:54:30 PM EDT
To: "Cashion, Ted" <ted.cash ion@ ncdenr.gov>
Cc: "Robinson, Jason" <[e-mail]>
Subject: RE: Fuquay-Varina fast track app with 0 flow
Hello,
I would probably inquire as to when they intend to modify the permit to make flow tributary - for
clarification in the permitting record as well as to ascertain if it is actually a construction -only dry line for
now or if it's really just no flow quite yet. The permit should either have the standard condition that no
flow shall be made tributary until a modification is submitted to and approved by the Division, and the
engineer's certification received OR we could make it construction only if they intend to modify it in the
future to add flows (which is similar, but looks a little different). Hopefully that makes some sense.
Thanks!
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
"Subscribe to Collection System & Sewer Permitting Updates"
919-707-3625 - Office
919-807-6489 = Fax
[e-mail]
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 9255
Raleigh, NC 27604-1170
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
-----Original Message---

Cashion, Ted
From: Cashion, Ted
Sent: Saturday, May 2, 2020 8:35 AM
To: Christyn L Fertenbaugh([e-mail])
Cc: Robinson, Jason
Subject: Fuquay-Varina fast track app with 0 flow
Attachments: Scanned from 2nd Floor Xerox.pdf
Hi Christyn,
In accordance with your email last week regarding dry lines and zero flow, attached is a fast track application we are
reviewing from Fuquay. Pis advise if you have any comments, conditions to be included in the permit, etc.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
-----Original Message -----
From: [e-mail] [maiito:[e-mail]]
Sent: Saturday, May 2, 2020 8:22 AM
To: Cashion, Ted <[e-mail]>
Subject: Scanned from 2nd Floor Xerox
See attached document
Attachment File Type: pdf, Multi -Page
Multifunction Printer Location: machine location not set