WQ0040539_Application (FTSE)_20181120

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - EAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: t� W O t{ U y �� (to be empteied by DWR)
All items must be completed or the anpliention will be, returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuguay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/county ® Municipal ❑ Other
3. Signature authority's name: JayHey-m. PE per 15,ANCAC 02T .0106(b)
Title: Public Utilities .anew [>t1---+aC` OECENED/DEN
4. Applicant's mailing address: 401 Old Honeycutt sd NQ �Dwo
City: Fug State: H9 Zip: 27526((-�� V 02 2018
5. Applicant's con t�t�rnYgtx0@hQ,p4l�laYe!S�'itX���'VAI"I%lOt . 0r Pe Ri/er R9 Surc�S
Phone number: 7Email Address: _ etlorr
II. PROJECT INFORMATION:
1. Project name: Logan Meadow
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If now construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located. -.Wake
CY
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 5781 Longitude:-78.7849° ; 0
5. ParcellD (if applicable):0666-45-1410 0
(or Parcel ID to closest downstream sewer) o ,. p
ID. CONSULTANT INFORMATION: W
1. Professional Engineer: Landon Lovelace License Number: 032674 0
Firm: Underfoot Engineering, -Inc A
Mailing address: 1149 Executive Circle, Ste C-1 Z
City: �Q= State: T%C Zip: 27511
Phone number: (2 ) 576-9733 Email Address: 1loyolacg@underfooten�ncering.com
IV. WASTEWATER TMA FACILITY (WWTF) WFORMATION:
01 t atn� w0 00 7R&4
1. Facility Name: WWI Permit Number, �� 0
Owner Name:lYg p - , r
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Pennit Number(s): WQ_(J1111,,A0W4- Downstream (Receiving) Sewer Size: J inch
System Wide Collection System Permit Numberfs) (if applicable): WQCS-093
OwnerNama(s): &W,1 DP Folml--Vgl"ovL,
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 Deyeloper's Operational AgreemsntSFORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Proper Owwners' Association. ha �Ope�at anaLAgreement (FORM:HQA) 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 / 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. 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0I03f20))
;Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? A Yes ❑ No
D If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01141ft)
Daily Design Flow
No. of Units
Flow
Residential
3OD l/day
12
V6B'i`iPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
,&%rGPD
340.
a See 15A NCAC 02T .0l 14(b). (dl. le 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 defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 15A NCAC 02T.0 l 14] shall
be determined using available Clow water using fixtures, occupancy or operation pattems, and other measured data.
8. Wastewater generated by project: G D (per 15A NCAC 02T .0I 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):
FORM: FTA 04-16 Page 2 of 5

VU. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewew:
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 801 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)
➢ Oversizing lines to meet minimum slope requirement is not allowed and it violation of the MDC
VIH- PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma 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 (firm 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. Pawer reliability in accordance with 15A NCAC 02T .0305 1 :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
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 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hxl)(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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T,0305 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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hJyA 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 slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
LnX swimmin pools
10 feet
Final earth &Tdc vertica[
36 inches
➢ 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305ffl cannot be achieved.
D "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaEe
➢ If noncompliance with 02T.0305(fl or fe). 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
➢ 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 02B .0200? ® Yes ❑ No ❑ NIA
➢ 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6} (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(cl(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 ❑ N/A
➢ 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 15A 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 OZI, the Minimum Design Criteria for the Permitting of Pump Stations
and Fore Mains (latest version and the Gravity Sewer Minimum Design Criteria f latest version l as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Anuroval of the request Is required -prior to subill,11111 & the Fast_ Track Aonlicationnpgd snorting
documents.
2. Professional Engineers Certification:
vzr,
name from Application item Ill.1.)
that this application for
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 fitrther 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 gatest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 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 143 215.63, 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 it 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
��iM� �{I�ii 111f►JJJ
R O.
: p3 gZ4 � t8.o9.tC
r
'Ja�nuulru�+'''
!C. JL C�i1T+�5 �)�' . attest that this application for
is 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. 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 143-215.6B, 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; Oil a.L !O
FORM: FTA 04-16 Page 5 of 5

a�
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
N ichael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Mlway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Vadna, North Carolina 27526
Dear Mr. Allway:
a
co
c C=
o �
W
NCDENR
0
NoRTm CAROUNA DEPARTMew OF A
DSWIFIONMeNT AND NATURAL REaoURCES U
PILE 1
man-d}Vattns
Subject: Town of Fuqusy-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 now 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(l)(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) is 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. Regardiess
of the adjusted design daily wastewater 09A rate, at no time shall the wastewater flow exceed the effluent
limits defined in the Town's NPDES Permit for the'tmatrnent faciliM gr exceed the ca acity of the sewers
downstream of any new sewer extension
Please submit a separate letter to the Raleigh Regional Office that requests now reductions for
specific previously permitted projects (indicate perralt number, Droiect mute ermitted flow new fl9w
under redaction alld the differegggkb iweehem). if you have any questions or comments regarding this
Dok
matter. please contact Marie lovic at (9n t19)733-5083 ext. 371.
Since ,
f-' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

RP
�0F WArFRQ tonal 0010 State of North Carolina
Department of Environment and Natural Resources
rn r Division of Water Quality
� y
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: Logan Meadow
Atom than one FTSEmal- he requi ed fora single project if the ou-ner of the 3f 7fTP is not rc sponeiNe for all prrrnp
stations along the roure of the proposed wa,ste►rater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Re ional WWTP
b. WWTP Facility Permit #: NCO021636
All flon,.v are in MGD
c. WWTP facility's permitted flow
7.5 MGD
Fuquay Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP
1.113 MGD
FV Obligated Flow NYT
0.608 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.326 MGD
Angier Obligated Flow NYT
0.066 MGD
e. WWTP lacility's actual avg. flow
3.776 MGD
FV Actual Flow
1.204 MGD
Lillington Actual Flow
0.616 MGD
HC Actual Flow
1.538 MGD
Angier Actual Flow
0.418 MGD
f. Total flow for this specific request
0.004 MGD
g. Total actual and obligated flows to the facility
4.893 MGD
FV Actual Avg. + Obligated Flow
1.816 MGD
Lillington Actual Avg. + Obligated Flow
0.729 MGD
HC Actual Avg, + Obligated Flow
1.864 MGD
Angier Actual + Obligated Flow
0.484 MGD
h. Percent of permitted flow used 65.24%
Page i of 6
FTSE 00-1

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 WWTP:
Pump Station
(Name or Number)
S LS 120
(A)
(R)
(C)
Design
Obligated,
Average Daily
Approx.
Not Yet
Firm
Flow**
Current Avg.
Tributary
Capacity,*
(Firm I P0,
Daily Flow.
Daily Flow.
MGD
MGD
MGD
MGD
14.4
5.76
2.747
0.900
(R)-(g+C)
(E)-(A-D)
Total Current
Flow Pius
Obligated
Available
Flow
Capacity***
3.647
2.113
* 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.
Ill.
Certification Statement.
I Steve Ward -- Director of Public Utilities certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and If plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance ggthis wastewater flow.
Sigpd rg Q1 icial
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
©- JP
Dale
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,
Page 2 of 6
1--I-S l- 06-13

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September 25, 2018
Raleigh Regional Office
Water Quality Section
1634 Mail Service Center
Raleigh, NC 27699-1634
u2g�uo0
ENGINEERING
ME: Logan Aftadow PwmMbg
Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains
To whom it may concern:
r.,ENP,/DINR
�� • 0 2 2o18
Uvater Resource,
permitting Sectrc,;
Enclosed is a Fast Track Application for a public sewer extension for Logan Meadow, a new
single-family development in Fuquay-Varna, North Carolina. Logan Meadow is a 12 unit single-
family development located on the east side of Judd Parkway SE north of its intersection with
Holland Road. The +/- 801 I.f. of new 8" gravity line to be maintained by the Town of Fuquay-
Varina will ultimately serve 12 single-family units with flows of 3,600 gallons per day total, based
on 4 bedroom homes at 75 gpd/br per flow reduction letter dated November 7, 2001. The
proposed 8" sanitary sewer lines will tie into on existing 8" sanitary sewer outfall running along the
Angier Creek corridor. Please find attached:
• Fast Track Application (FTA 04-16)
• Application fee: $480.00
• Flow Tracking Acceptance Form (FfSE 06-13)
• Site map with USGS Topographic Map showing project areas
• l 1x17 copy of the Utility Plan and Plan & Profile
If you have any questions or require additional information, please feel free to contact me
directly at 919.244.0494 or [e-mail].
Respectfully submitted:
Landon M. Lovelace, PE, LEED AP -ND, NCLID
Principal
1149 Executive Circle, Suite C-1
Cary, NC 27511
919.576.9733
NC Dept of ]Environmental Quality
Nov 2 0 2018
Raleigh Regional Office
Page ( 1