WQ0040793_Application (FTSE)_20190304

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P State of North Carolina
D 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: / (to he competed by owa)
All items must be completed or the armlleation will be returned
1. APPLICANT INFORMATION:
I
iI . Applicant's name: Town of Fuquay Varina (company, municipality, HCA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owncd Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
1 3. Signature authority's name: JavT Meyers. PE per 15A NCAC 02T ,0106(bl
Title: Public Utilites Director
E 4. Applicant's mailing address: 401 Old IionevCutt Road
iE City: Fuquay-VarinB State: NC Zip; 27526
5. Applicant's contact information:
Phone number: (919) 5677'i9 Email Address; j��yersrri�funuawvarina.ore
11. PROJECT INFORMATION:
I . Project name: Geneva Sewer Outfall
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQOO_,^_ and issued date:
If now construction but part of a master plan, provide the existing permit number: WQOO
i 3. County where project is Iocated: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,33.1291 Longitude:-78.47.665°
5. Parcel ID (if applicable): 0655953208
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I . Professional Engineer: Shaync Leathers. PE License Number: 027388
Firm: WithersRavenel
Mailing address: H5 MacKenan Drive
City: Cary State: NC Zip: 2751 I -
Phone number: [phone] Email Address: sleathers rr withersravcnel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: North Harnett Regional W WTP Permit Number: NCO021636
Owner Name: Town of Eucluay_Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit Number(s): WQW QL5801 Downstream (Receiving) Sewer Size: 36 inch
qte t Wide Collectinn 5 st in Pormit he 5 lie: hie ; WQC500193•
Owner Name(s): Town of Funuay Varina
FORM: FTA 04-16 Page 1 of

VI. GENERA1, REQUIREMENTS
l . if the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes ❑Ho ®NIA
2. If the Applicant is a Developer of lots to be sold, has it Developer's Operational Agreement (FORM: DLV) been attached?
❑ Yes [-]No ®NIA
3_ If the Applicant is a Home/Property Owners' Association has an Operational Agreemcnt (FORM: HOAR been attached?
❑ Yes ONO ®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 / veterinary facilities ❑ Swuuming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooUFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater. 100 % Domestic/Commercial % Commercial
_ % Industrial See 15A NCAC 02T .0103 20
�,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 021r.0114 ? ®Yes ❑ No
D If Yes provide a cony of flow reduction_ approval letter
Summarize wastewater generated by project:
Establish mentType (see 02T.01140
Daily Design Flow ',b
No. of Units
Flow
Extension Actual flows permited by Sub.
gal/unit
GPD
gal/unit
GPD
gal/acre
GPD
gal/unit
GPD
gal/unit
GPD
gal/unit
GPD
To1a1
GPD
a See 15A NCAC 02T .0114 b Q. e i 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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as del ined
in G.S. 42A. 4).
b Per 15A NCAC 02T A I M(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
$. Wastewater generated by project: —GPD (per 15A NCAC 02T .01 l4)
➢ 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): _ .
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
12
2,453
PVC
12
2,413
PVC C900
16
252
DIP
i
-
D Section II & 111 of the MDC for Permitting ofGmvity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewcr(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 &MDC (Pumn Stations/F'oree Mains):
COMPLETE FOR EACH PUMP STAT[ON_INCLUDED IN THIS PRO.ILC1'
1. Pump station number or name:. _
2. Approximate Coordinates (Decimal Degrees): Latitude, ° Longitude: - °
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 (TDFI)
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 021' .0,105(h)(I .:
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(13)_
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 - 15A NCAC 021'
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection anti 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: F'TA 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 .0305L1) & (g)
3�- 15AN rAr— 02T_0305(1) contains minimum separations that shall be provided for sewer systems:
�] Yes ❑ No
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)
IS inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, W S-1 waters of Class I or
Class 1I impounded reservoirs used as a source of drinking water
100 feel
"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 slo c of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming cols
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(al contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpare _
➢ If noncompliance with D2T.0305(f) or (e). see Section X of this application - 0)0; J �a
C
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 [4�
➢ 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 .0200`? ❑ Ycs ❑ No ®N/A
➢ This would include Trout Buffered Streams per I JA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 40 t & Buffer permitting Branch
® Yes [--]No
Pt-If
5. Does project comply witil 15A NCAC 02T.0105 c fi) (additional permits/ccrtifications)? �Yes �
Per 15A NCAC (LT.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, 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 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 permittne or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.U403(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 I SA NCAC 02T, the Minimum Design Criteria for the Permitting of Punili Stations
and force Mains I I test version and the Gravity Sewer t Ikflmu r Design Criteria latest vcLsionl as applicable?
T6 Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the renuest is required vrior to submittal of the Fast Track Aonliention and supporting documents.
2. Professional Engineer's Certification;
kot4Jfil�Lyot `i'It P�� _ . . _attest that this application for
7� (Professional 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 seat 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 violation.
North Carolina Professional Engineer's seal, signature, and date: o 1 11 II Ito, '
SS1
SEAL r9 —
;a 027 � . y
3. Applicant's Certification per 15A NCAC 02T .0106(b):
51
d , � , ?y 61 t G V �l �7 e S �1 � attest that this application for
t AutTritname &title from Application Item L3.)
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 143-215.6A 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 violation.
Signature: Date: 97 Fe b 19
FORM: FTA 04-16 Page 5 of 5

of \NArEState of North Carolina
`O� QG Department of Environment and Natural Resources
� r Division of Water Quality
p 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 Sewer Outfall
More than one FTSE ivay be required for a single project if the owner of the WWTP is not responsible for all plump
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 #: NCO021636
All flatus are in MGD
c. WWTP facility's permitted [low 2.60
d. Estimated obligated flow not yet tributary to the WWTP 0.642
e. WWTP facility's actual avg. flow 1.204
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.000
1.978
73.5%
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)
(F.)=(A-D)
Design
Obligated,
Pump Average Daily Approx.
Not Yet Total Current
Station Flan Flow" Current Avg.
rributary now 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
FTSE 06-13

Certification Statement:
I .Tay 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 addcndums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
07fedb d?
Sign' JOJ aOSigna t rre Date
Page 2 of 7
PTSE QG-13

6tate 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
>±uquay-Varina, North Carolina 27526
Subject:
Dear Mr. Allway;
'T 1 0 •
;11k 01�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE
dM2n
Nrii 0 8 2001
'lid= ad }ttgLV J6Va"
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-Varina in accordance with 15A NCAC 2H .0219(t)(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. Regardless
of the adjusted design daily wastewater_ flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES vermit 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 pennit number, project nameLpermitted flow, 11ew_f19w
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.
Since
C'
f' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Canter. Raleigh, North Carolina 27699-1617 'Telephone 9 t9-733-5083 Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolinas
Department of Environmcnial Quality
Division of Water Resources
Flow Tracking/Acceptance for Sciser Extension Applications
(FTSF 04-16)
Entit} Requesting Allocation: Town Fuquav-Varina
Pru,cct Nalne for wliicli tl(,"' 1i being rcgLieStCd: Geneva Subdivision Smer Outfall
1toPAI duII;(art'FT,SFinaYhL'r,-yurrrel(orusaRgIt-I,ru}e,ct,ffli( eakrPit v'oil the IIII711ismarrcf,orr.k;bkfin- uI/plimp
%IIWepit ti etlort III(• route of the frru(rtmvd -ru%lruCuhv-ihm--
I. Complete this section only if Sou arc the: owner of the wastewaIer treatment plant.
a. WWI'P Facility ;Name: North Harnett Res*ronal WWTP
b- WW'1 P Faclltt)' Pcnnit �: NCO021636
: ill flowx are in :VGD
C. 11AV'I'P facility's permitted fltm 7.5 NIGD
Fuquay-Farina Allocated Flo« 2.60 MGD
Lillingtun Allocated FI0« 1.20 NIGD
Angier Allocated Flow LOOS MGD
d. Estimated obligated flan- not het tributary to the �V'�N fP 1.272 MGD
FV Obligated Flow NYT 0.642 MGD
1_illington Obligated Flov,- NYT 0.1 13 %1GD
HC Obligated Flow NYT 0.327 LMGD
Angier Obligated Flow NYT 0.190 ,MGD
WW'1'1' 1 icllitv'S actual avg. 110«
5.056L\IGD
FV Actual Flow
1.384 NIGD
Lillington ;Nctual Flow
0.834 MGD
I IC Actual Flow
2.213 NlGD
Angier Actual Flow
0,62 i%.,1GD
f Total flow liar this specific request 0.000 :NlGD
g. 'total actual and obligated flows to the facilit\ 6.328 MGD
FV Actual Avg. + Obligated Flow 2.020 N-IGD
Lillington Actual A%,g. Lf Obligated Flow 0,947 MGD
HC Actual Avg- + Obligated Flue 2.340 MGD
Angier Actual + Obligated FI0« 0.81-5 ,ti'IGD
h. Percent of permitted flow used 84.37"lo
Pare l of 4
T; f- ()(,-I ;

11. Complete this section for each pump station you arc rebponsible for along the route of this
proposed %%astewatcr tlo« ,
List pump stationi located between the projeLl connection point and the WWTP:
(A)
(a)
(C)
(1))-(B+C)
(l:)=( ►-1))
Desium
01111L:lled.
Pump
%er ge Dail}
Approx.
`ot Yel
I«tal Current
titatxm
Firni How"
Current Att;.
Tritntutry
HoNk Plus
(Name or
tapaclw t tF+rm pl).
Daily. Flnu.
Daily Him.
ObIwaled
A%ildable
`'umber)
%1GD MCM
%1ciD
NIGD
Floe,
CtlpacN.:*"
SLS 120 14.4 5_76 2.869 1.066 3.93� _ 1.425
*The Firm Capacity of any pump station is defined as the maximum pumped flov., that
can be achieved with the largest pump taken out of ser, ice.
"Desirn Average DAIN Flo%% is the firm capacity of the pump station divided hN a peaking
factor (pf) not less than 2.5.
*** A Planning ;assessment Addendum shall he attached for each pump stalion located
between the project connection point and the %NANA-I' iN here the Available Capacity is < 1).
Downstream Facility Name (Se%%er): North Hargett Regional XVWTP
Downsircam Permit Numbe*: V0102)1630
ill. Certification Statement:
I Steve Ward _ certify to the best of my knovdedge 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 anydownstream pump station
en route to the receiving treatment plant under normal cirCU1list.1nCes. given the implelncntation of
the planned improvements identified in the planning assessmcnt where applicable. This analysis
has been pertilnned in accordance with local established policies and procedures using the hest
available data. This certification applies to those items listed above in Sections I and H plus all
attached planning ass ssment adclendums ti+r which I am the responsible party. Signature of this
Win indicates accep nce ofthic wastevvater I'low.
Signing Official S1.gnalure
Page ? of
Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Pro ect Name
TOWN OF FUQUAY-VARINA
Geneva Offske Sewer Outfall
Professional Engineer Name
Engineering Firm Name
Shayne Leathers, PE
WITHERS & RAVENEL
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Kenneth Creek
Wake
Cape Fear
1 B-16-1-(1)
C; NSW
I If unnamed, Indicate "unnamed Idbutary to X", where X is the named waterbody to which the unnamed tributary joins.
! certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
��1t11111/
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SEAL02738
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y' '-' 114
FORM: WSCAS-12/07 Page I of I

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EXISTING SEWER
77—
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11PROPOSED SEWER
_
2/20/2019 10:10:43 AM 1:18,056
0 0.13 0.25 0.5 mi
3.75 Minute Index © 1x1 Degree Index
0 0.2 0.4 0.8 km
7.5 Minute (1:24K) Index Normal Intermediate Contours
15 Minute (1:63K) Index Normal Index Contours
USGS The National Map National Boundaries Dataset, 3DEP Elevation
30x60 Minute 1:140KIndex Program. Geographic Names Information System. National Hydrography
( ) Dataset , National Land Cover Database, Natonal Structures Dalaset and
National Transportation Datasel; USGS Global Ecosystems, U.S. Census
USGS
USGS The National Map National Boundaries Dataset, 3DEP Elevation Program Geographic Names tnformation System National Hydrogrnphy Dataset. National Land Cover Database National

%0 WithersRavenet
NO')ur People. Your Success.
February 20, 2019
NC DEQ
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Geneva Offsite Sewer Extension
Dear Sir or Madam:
NC Dept of Environmental Quality
MAR - 4 2019
Raleigh Regional Office
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 extend sewer to two subdivisions currently in review
by the Town of Fuquay-Varina. The sewer extension will run along a tributary that connection to Kenneth
Creek near the Wake County/Harnett County Line. Approximately 4,803 LF of 12-inch sanitary sewer lines
and approximately 252 LF of 16-inch sanitary sewer lines. The sewer extension will connect to the existing
36-inch sanitary sewer outfall already permitted in WQ015801. 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, FTSE 04-16, and site maps for your review
and approval. Additional sewer extension applications will be submitted when the subdivisions construction
drawings are approved through the Town.
If you have any questions or need any additional information, please feel free to contact me at 919-469-
3340.
Sincerely 1
WithersRavenet
Shayne Leathers
Project Manager
115 MacKenan Drive I Cary, NC 27511
t- 919.469.3340 I f. 919.467.60081 www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro Raleigh I Wilmington