WQ0041182_Application (FTSE)_20190916

DWrR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300, FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
I+TA 04-16 & SUPPORTING DOCUNIENTATION
Application Number: _ do I J(
I
(to be completed by DWR)
r
All itents must be completed or the application will he returned
E. APPLICANT INFOR;tifAT10N: ` r
1, Applicant's name- Town of Fu ua Vagina {cam an munici 1;rC HOA ;
2.
3,
4.
5.
p y, pa ty, , utr tty, cic.) — F A J
Applicant type: El Individual El Corporation ❑ General Partnership El Privately -Owned Public Utility
El Federal
Federal ❑ State/County ® Municipal ❑ Other ei
{{ 2
Signature authority's name: Jay T_Meyer , PE per 15A NCAC 02T.0 106 b
Title: Public Utilites Director C I 1 Y Zvi
A 1' t' 'i. ddr 40
pp rcan s mat tng a e
ss, _ 1 Old IfoncyCutt Road
City: Fu ua -Vagina State: NC Gip: 27526 —
Applicant's contact information:
Phone number; [phone] Email Address; �[e-mail]�
It. PROJECT INFORMATION:
U
a
O
I. Project name: Geneva Phases 1-4
C
2, Application/Project status; ® Proposed (New Permit) El Existing Permit/Project
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to
O
'p1?
If a modification, provide the existing permit number: WQ00_ and issued date:
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—
If new construction but part of a master plan, provide file existing permit number: WQOQ_
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100
3, County where project is located: Wake
,
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5074- Longitude:-78.7430
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5. Parcel ID (if applicable): 0665377006
7_
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Shayne Leathers, PE
License Number: 027388
Firm: WithersRavenel
Mailing address- 115 MacKenan Drive
City. Call State: SIC Zip: 27511-�
Phone number: 919) 238-0343 Email Address: sicathersfri:withersravenel corn
IV. WASTEWATER TREATNIENT FACILITY (WW'I'h) INFORINIATION:
1, Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name; Town of Fuquay Vagna
V. RECEIVING DOWNSTREAM SF.WF,R INFORMATION (if different than W'%V7'F):
1. Permit Numbcr(s): WQ0040793 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Numbers(if a licablc : WQCS00193
Owner Name(s): Town of Fuquay Varina
FORM: FTA 04-16 Page 1 of5

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N,'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV been attached?
❑ Yes ❑No ®NiA
3. If the Applicant is a HamcTroyerty_Owners' Association, has an Operational AMement (FORM: HOA) been attached?
❑ Yes ❑No ®NPA
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 1 day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Flame ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 "/, Domestic/Commercial °/ti Commercia°
a Industrial (See 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .0114 .l ® Yes ❑ No
D If ves, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 92T.0114(f1)
Daily Design Flow
No. of Units
Flow
Residential development
225 gal/unit
135
30,375 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
7b1a1
30,375 GPD
ul/
a See I5A NCAC 02T .01 I4(b). (d). (e)(1) and (e)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 30,375 GPD (per 15A NCAC 02T .0114) /
D Do not include future flows or previously permitted allocations V
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):
FORM: TTA 04-I6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021 .0305 & MDC (Gravity Sewers,):
. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
4,020
PVC
8
2,227
PVC C900
S
1,103
DIP
to
338
PVC
10
126
DIP
12
88
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the N1DC
VIII. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PRO.IECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude:. . Longitude- -_
3. Design [low of the pump station: _ — millions gallons per dhy (firm capacity)
4. Operational point(s) of the pump(s); ga:lons 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 `
F-
b. Power reliability in accordance with I SA NCAC 02T .0305 h 1 :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for ail 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, qui --k- connection receptacle and telemetry - 15A NCAC 02T
.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 die 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 punip stations' storage
capacities and the rotation schedule of die portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
rORM: FTA 04- IG Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B ,0200 & l5A NCAC 02T .0305(f)):
1.
Does the project comply with all separations found in 15 A NCAC 02T .0305 &
15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewers
N y Setback Parameter* _ _ _
Storm sewers and other utilities not listed below_(vertical) F _ _
Water mains (vertical -water over sewer including in benched_ trenches) _
Water mains horizontal �Y _ _
�Reecllaimed water lines (yertica' - reclaimed over sewed
Reclaimed water lines (horizontal - reclaimed over sewer)
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class It impounded reservoirs used as a source of drinking water _
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hi h water tar tide elevation and wetlands (see item _IX,2) _
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches — _ —_ _
Any building foundation _ _
Any basement
® Yes ❑
stems:
No
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
_
Jop slope of embankment or cuts of 2 feet or more vertical height _
Drainage systems and interceptordrains
�_ _
Any swimming,pools _ _ _
Final earth grade(vertical)
5 feet_
10 feet
36 inches
5( A NC
_M_4CNT.0305W contains alternatives where separations in 02T.0305(l) cannot be achieved.
t "Stream classifications can be identified using the Division's NC Surface Water Classifications web Ma
D If noncompliance witE 02T.0305(fl 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
> Seethe 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
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 \CAC 02B .0200? ❑ Yes ❑ No ® N-A
This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverager'authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
`r Information can be obtained from the 401 & Buffer Pennitting Branch
5. Does project comply with 15A NCAC 02T.0I05(c 6 (additional perinitslcertifica.ions)? ® Yes ElNo
Per 15A NCAC_ 02T.0I05(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 (ero lion 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.0402 "high -priority sewer" means "any aeria` sewer, sewer contocting 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 tine, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once everysix-months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 or 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Qe;iyn Criteria for lire Permitting al' Puuip Slatiow-,
and ForceMains (latest verdan), and the Gravio tiewe• '�,iinimunr Design 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 submittei of the Fasl Track Application and supportine documents.
2. Professional Engineer's Certification:
--t L-c l -& attest that this application for
( rofessional Engineer's name from Application Item 111.1.)
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.
NOTE — In accordance with General Statutes 143-215,6A and 143-2I5.613, 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: CA
lo.oFEss�o.�y= ;
SEAL
027308
N P c�NG I NN1E
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1 • 7 fI L am_
IS
ignAre Autho ity's name &title t
G-Fo
,� .- attest that this application for
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. 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. 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 S10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: i9q{ e - / }
61
FORM: FTA 04-16 Page 5 of

�pF W ArFiQQ State of North Carolina
`p G Department of Environment and Natural Resources
r Division of Water Quality
'r Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua-Varina
Project Name for which flow is being requested: Geneva Subdivision Ph 1-4
More than one FTSE may be required far a single project if the owner of the IViVTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. 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 #: NC0021636
A11 floiPs are in 11VIGD
c. WWTP facility's permitted flow 2.60
d. Estimated obligated flow not yet tributary to the WWIT 0.540
e. WWTP facility's actual avg. flow 1.384
f. Total flow for this specific request 0.030
g. Total actual and obligated flows to the facility I.954
h. Percent of permitted flow used 75.2%
It. 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) (G)=(A-Li)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Mow Plus
(Name or Capacity,* (Firm ! pf), 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 (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.
Page 1 of 6
I T C: 06-13

Certification Statement:
I Jay T. Meyers, PC, 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.
#21ingci Signatur --- — Date
Page 2 of 6
FTSV 06-13

State of North Carolina
Department of Environmental Quaiih
Division of Water Resources
Flo,*v TrackingiAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fu uav-Varina
Project Name for which flow is being requested: Geneva Subdivision Ph 1-4
Mort, than oir FTSE nrur he required for rt crttgle project it thr on at r of the It It T P iv not recporrcihle for uN pump
ctuttonS� Wrong the route Of thepropoved uucte�rru< r Jlrn�
Complete this section only if you are the owner of the \wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional \i-WTP
b. WWTP Facility Permit =: NC0021636
r. w w rl' lacllitl's permitted 11o\\
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flo\\
it. Estimated obligated flow not yct tributarV to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. 1VWTP facility's actual avu. Ilow
FV Actual Flow
Lillington Actual Fla\\
HC Actual Flow
Angier Actual Flo\\
f. Total tlo\\• for this specific request
g. Total actual and obligated tlo\\s to the I-acilitN
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flo\\ -
Angier Actual + Obligated Flow
h. Percent of permitted tlo\\ used
All flows are in MGD
7.5 LNIGD
160 LMGD
1.20 L%-IGD
1M08MGD
1.137 11GD
0.540 MGD
0.1 1 3 i%,,,iGD
0.294 MGD
0.190 MGD
5.300 MGD
1.455 MGD
0.854 MGD
2-309 ,ti-IGD
0.682 MGD
0.030 MGD
6.a671MGD
2.0?5 MGD
0.967 NIGD
2.603 MGD
0.872 ,MGD
86.23 %
Page 1 o f 4
V4SF i1(1-1

If_ 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) (N)=(A-D)
Design
Obligated.
Pump
Average Daily
Approe.
Not Yet
Total Current
Station
Firm 1 [n++**
Current %,,.
Z nbutary
Flow Plus
(Name or
Capacity. * {Firm pfl,
Daily Fio%%.
Daily- Flow.
Obligated Available
Number)
t lGD NIGD
NIGD
NIGD
Flow Capacity***
GS 120 14.4 5.76 2.755 0.990 3.765 1,995
* The Firm Capacity of any pomp station is defined as the maximum pumped flow that
can be achieved with the lamest pump taken out of service.
** Design ,-average Daily Flory is the firm capacity of the purup station divided by a peaking
factor (pf) not less than Z.S.
** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the \ti'NA'TP iv here the :available Capacity is = U.
**SLS 94 is planned to be upgraded to handle existing peaking factor.**
Downstream Facility Name (Se,sver): North Harnett Regional WWTP _
Downstream Permit Number: NC0021 Gi6
Ill. Certification Statement:
I Steve Ward certify to the hest 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 ovcrflo"-s 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 thotic items listed above in Sections I and II plus all
attacked planning assessment addert5qns for which I am the responsible party. Signature of this
fornn indicates acceptance of th' w , ewater flow .
7
Sighing 4TJicicrl Signaturc°
Daic
Page 2 of 4
r 15 F ufi- i

btate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory I 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. Allway:
0 WA
0�lr
410
A4viloji
:
ANIfto
NCDENR
NURTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
t4 JY' G 8 24001
T" of> Vfft"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permitting 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-Varitta in accordance with 15A NCAC 2H .0219(1)(3).
Based on the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 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. Reeardless
of the adiusted desien daily wastewater flow rate, at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDFS Permit for the treatment facilit 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
under reduction and the difference -between them), if you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
S irice ,
C`
f-' Gregory I. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Ralei;h. North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% rrcycled/10% post -consumer paper

NO WithersRavenel
O Our People Your Success
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(o
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 33—AOI IF 919.467.6008' I Licerse No C-0832
Cary i GrEe;lsboro j Pottsboro I Raleigh I Wilrrangton

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Page 2of9

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If you have any questions or need any additional information. please feel free to contact me at 919-469-
3340.
Sincerely
WithersRavenet
Shayne Leathers
Project Manager
Page 9 of 9

-VAWithersRavenel
0 � Our People. Yom Success
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 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 88 LF of 12-inch sanitary sewer lines, 464 LF of 10-inch
sanitary sewer lines and approximately 21,603 LF of B-inch sanitary sewer lines. The sewer will connect to
the proposed 12-inch sanitary sewer outfall �Iready permitted in WQ0040793. The sewer was designed
based on the proposed flows as approved by t e Town and matches the Towns Utility Master Plan. Attached
please find the application with fee, an origins and a copy of the FTA04 16 and site maps for your review
and approval.
If you have any questions or need any additional information, please feel free to contact me at 919-469-
3340.
Sincerely
WithersRavenel'�
r 5
Shayne Leathers 1
Project Manager
115 NlacKenari Drive I Cary. NC 27511
t- 919.469.3340 1 f 919.467.6008 I �,f:r.:virhersravenei.com License No C 0832
Cary I Greensboro I Pittsboro Raleigh 14Vilminaton

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Cashion, Ted
From:
Leathers, Shayne <[e-mail]>
Sent:
Tuesday, October 29, 2019 1:24 PM
To:
Cashion, Ted; Jay Meyers [e-mail])
Cc:
Robinson, Jason
Subject:
[External] RE: Geneva Phases 1-4 fast track sewer extension application
+ emal emafL ft. 'r m—r-Wil0&or• aperi at tnentl; unless- ou �erf ..f fie..d a,i ,u„pi..ious e[riaiG a' on attachmzot=to
In Red
Shayne Leathers, PE
— ._­ ..
115 MacKenan Drive I Cary, NC 27511
Office 919 469 3340 1 Direct: 919.238 0343
Mobile [phone]
I eat [e-mail]
CONFIDENTIALITY AND NONDISCLOSURE
From: Cashion, Ted <[e-mail]>
Sent: Monday, October 28, 201911:14 AM
To: Leathers, Shayne <[e-mail]>; Jay Meyers ([e-mail]) <jmeyers@fuquay-
varina.org>
Cc: Robinson, Jason <[e-mail]>
Subject: Geneva Phases 1-4 fast track sewer extension application
Shayne and Jay,
We are reviewing the subject application and have a few questions.
1- Will all the 135 homes be 3 bedroom (225 gpd each)? WR. Correct all units are 3 bedroom.
2 - With the large amount of sewer lines, are there any aerial lines, or high priority lines? WR. No aerial or high priority
lines are requested.
3 -The narrative states there is-21,603 If of 8" gravity. However, item VIL1. notes there is -7,350 If of 8"
gravity. Please confirm the correct length of 8" gravity for this project. WR. 7,350 LF is for phase 1-4. 21,603 LF is the
complete project.
We'll continue review/drafting the permit upon submittal of the above.
ted

Cashion, Ted
From: Cashion, Ted
Sent: Monday, October 28, 2019 11:14 AM
To: 'Leathers, Shayne'; Jay Meyers [e-mail])
Cc: Robinson, Jason
Subject: Geneva Phases 1-4 fast track sewer extension application
Shayne and Jay,
We are reviewing the subject application and have a few questions.
1- Will all the 135 homes be 3 bedroom (225 gpd each)?
2 - With the large amount of sewer lines, are there any aerial lines, or high priority lines?
3 -The narrative states there is-21,603 If of 8" gravity. However, item VI1.1. notes there is -7,350 If of 8"
gravity. Please confirm the correct length of 8" gravity for this project.
We'll continue review/drafting the permit upon submittal of the above.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion @ ncdenr. ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System 8, 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.

Cashion, Ted
From: Allen, Trent
Sent: Monday, October 28, 2019 10:40 AM
To: Cashion, Ted
Subject: RE: Fuquay to discharge 30,375 gpd to N. Harnett WWTP
Good morning Ted. No problems with the flow to North Harnett Plant.
Trent
Trent Allen
Fayetteville Regional Supervisor
Division of Water Resources
910 433 3335 office
Trent.Allen ncdenr. ov
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
From: Cashion, Ted
Sent: Monday, October 28, 2019 10:34 AM
To: Allen, Trent <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Fuquay to discharge 30,375 gpd to N. Harnett WWTP
Hi Trent,
Hope all is good. We have a fast track sewer extension application from Fuquay for 135 homes and 30,375 gpd to go to
North Harnett WWTP. Just checking to make sure FRO is good with the additional flow to N. Harnett.
We'll cc you on the permit when approved.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254