WQ0039920_Issuance of Permit_20180416

ROY
COOPER
vol entry
MICHAEL S. REGAN
See, y
LINDA CULPEPPER
Watei Resources -n' ,? Inieuiin D„c'(/0/
Eni uomuentai Quality
April 16, 2018
Jay T Meyers — Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Rd
Fuquay-Varina
Subject Permit No WQO039920
Town of Fuquay-Varina
The Retreat at Fuquay-Varina Apartment Homes - Public
Wastewater Collection System Extension Permit
Wake County
Dear Mr Jay T Meyers
In accordance with your application received February 1, 2018, and additional information
received on April 12, 2018, we are forwarding herewith Permit No WQ0039920 dated April 16,
2018, to the Town of Fuquay-Varina (Permittee) for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference
Please pay particular attention to the following conditions contained within this permit
Condition II 1 This permit shall not be automatically transferable, a permit modification request
for a name change must first be approved by this office
Condition II 4 Requires that the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 2T 0403 or any individual system-wide
collection system permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as-constructed project meets the
appropriate design criteria and rules Failure to comply may result in penalties in accordance with
North Carolina General Statute §143-215 6A through §143-215 6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714 Unless such demands are made, this permit shall be
final and binding
Division of Water Resources,Raleigh Regional Office,Watei Quality Operations Section www ncwatei quality org
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone [phone]
T()cation 15(10 Ran cit Drive Raleigh NC 77609 Fax (91 91 78g-7159

Town of Fuquay-Varina
Permit No WQ0039920
If you need additional information concerning this matter, please contact Jason Robinson at
[phone] or via e-mail at Jason T'Robinson@ncdenr gov
Sincerely,
/- t/ X171 f.,_____
for Linda Culpepper
Interim Director, Division of Water Resources
by S Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc Charles P Truby, Jr , PE chuckt@cptengineering corn
Wake County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

• North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to the
Town of Fuquay-Varina
Wake County
for the construction and operation of approximately 1,955 linear feet of 8-inch gravity sewer to
serve 300 one and two-bedroom and 36 three-bedroom apartments and a clubhouse, swimming
pool and cabana as part of "The Retreat at Fuquay-Varina Apartment Homes — Public" project,
and the discharge of 86,500 gallons per day of collected domestic wastewater into the Fuquay-
Varina's Terrible Creek WWTP existing sewerage system, pursuant to the application received
February 1, 2018, and additional information received on April 12, 2018 and in conformity with
15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated in March 2008, as applicable, the Division's Minimum Design Criteria for the Fast-
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March
2008, as applicable, and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit
This permit shall be effective from t ate of i [lance until rescinded and shall be subject to the
specified condi ns and limit ti s contai herein
--5. . , ?,/ .0--(,,- /7--/7- \'' \
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039920
Permit Issued: April 16, 2018
Page 3 of 8

I
SUPPLEMENT TO PERMIT COVER SHEET
Town of Fuquay-Varina is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection
extension The sewage and wastewater collected by this system shall be treated in Fuquay-
Varina's Terrible Creek Wastewater Treatment Facility in accordance with Permit Number
NC0039920 I
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 and updated March 2008, as 9pplicable, and the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated
March 2008, as applicable, unless specifically mentioned herein Division approval is based on
acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the
application It shall be the Permittee's responsibility to ensure that the as-constructed project
meets the appropriate design criteria and rules
Construction and operation is contingent upon compliance with the Standard Conditions and any
Special Conditions identified below
i. SPECIAL CONDITIONS
I
No Special Conditions I
IL STANDARD CONDITIONS
1 This permit shall not be transferable In the event there is a desire for the wastewater
collection facilities to change owneriship, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate The approval of this
request shall be considered on its merits and may or may not be approved [15A NCAC
02T 0104, G S 143-215 1(d3)]
2 This permit shall become voidable Unless the wastewater collection facilities are constructed
in accordance with the conditions Qf this permit, 15A NCAC 2T, the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 and updated March 2008, as applicable,
the Division's Minimum Design Catena for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 and updated March 2008, as applicable, and other
supporting materials unless specifi ally mentioned herein [15A NCAC 02T 0110]
3 This permit shall be effective only ith respect to the nature and volume of wastes described
in the application and other suppo ing data [15A NCAC 02T 0110]
4 The wastewater collection facilities shall be properly maintained and operated at all times
The Permittee shall maintain compliance with an individual system-wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2T
Page 4 of 8

• 0403 If an individual permit is not required, the following performance criteria shall be met
[15A NCAC 02T 0108(b)]
a The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards
b A map of the sewer system shall be developed and shall be actively maintained
c An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response has
been developed and implemented
d Pump stations that are not connected to a telemetry system shall be inspected every day
(i e 365 days per year) Pump stations that are connected to a telemetry system shall be
inspected at least once per week
e High-priority sewer lines shall be inspected at least once per every six-months and
inspections are documented
f A general observation of the entire sewer system shall be conducted at least once per
year
g Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B 0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215 10
h A Grease Control Program is in place as follows
1 For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users
and the legal means to require grease interceptors at existing establishments The
plan shall also include legal means for inspections of the grease interceptors,
enforcement for violators and the legal means to control grease entering the system
from other public and private satellite sewer systems
2 For privately owned collection systems, the Grease Control Program shall include at
least bi-annual distribution of grease education materials to users of the collection
system by the permittee or its representative
3 Grease education materials shall be distributed more often than required in Parts (1)
and (2) of this Subparagraph if necessary to prevent grease-related sanitary sewer
overflows
i Right-of-ways and easements shall be maintained in the full easement width for personnel
and equipment accessibility
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum
of three years with exception of the map, which shall be maintained for the life of the
system
5 The Permittee shall report by telephone to a water resources staff member at the Raleigh
Regional Office, telephone number(919) 791-4200, as soon as possible, but in no case more
Page 5of8

than 24 hours, following the occurrence or first knowledge of the occurrence of either of the
following
a Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures
of pumps, line blockage or breakage, etc , or
b Any SSO and/or spill over 1,C00 gallons, or
c Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as
the initial verbal report Overflows and spills occurring outside normal business hours may
also be reported to the Division of Emergency Management at telephone number (800) 858-
0368 or [phone] Persons reporting any of the above occurrences shall file a spill
report by completing and submitting Part I of Form CS-SSO (or the most current Division
approved form)within five days following first knowledge of the occurrence This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur
Part II of Form CS-SSO (or the most current Division approved form) can also be completed
to show that the SSO was beyond control [G.S 143-215 1 C(a1)]
6 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State [15A NCAC 02T 0108(b)]
7 Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the
required supporting documents to ti-e address provided on the form A complete certification
is one where the form is fully executed and the supporting documents are provided as
applicable Any wastewater flow made tributary to the wastewater collection system extension
prior to completion of this Engineer's Certification shall be considered a violation of the permit
and shall subject the Permittee to appropriate enforcement actions
If the permit is issued to a private entity with an Operational Agreement, then a copy of
the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that
have been appropriately filed with the applicable County's Register of Deeds office
shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents
are provided as applicable Supporting documentation shall include the following.
a One copy of the project construction record drawings (plan & profile views of sewer lines
& force mains) of the wastewater collection system extension Final record drawings
should be clear on the plans or on digital media (CD or DVD disk) and are defined as the
design drawings that are marked up or annotated with after construction information and
show required buffers, separation distances, material changes, etc
b One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well
storage, surge protection, detention time in the wet well, and force main, ability to flush
low points in force mains with a pump cycle, and downstream sewer capacity analysis If
a portable power source or pump is dedicated to multiple 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
Page 6 of 8

c Changes to the project that do not result in non-compliance with this permit, regulations,
or the Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary form
Prior to Certification (Final or Partial) Permit modifications are required for any changes
resulting in non-compliance with this permit(including pipe length increases of 10% or greater,
increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a
case-by-case basis and each on its own merit Please note that variances to the Minimum
Design Criteria should be requested and approved during the permitting process prior to
construction After-construction requests are discouraged by the Division and may not be
approved, thus requiring replacement or repair prior to certification & activation [15A NCAC
02T 0116]
8 Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be
certified until corrected If there is an unforeseen obstacle in the field where all viable solutions
have been examined, a slope variance can be requested from the Division with firm supporting
documentation This shall be done through a permit modification with fee Such variance
requests will be evaluated on a case-by-case basis Resolution of such request shall be
evident prior to completing and submitting the construction certification [ 15A NCAC
02T 0105(n)]
9 A copy of the construction record drawings shall be maintained on file by the Permittee for the
life of the wastewater collection facilities [15A NCAC 02T 0116]
10. Failure to abide by the conditions and limitations contained in this permit, 15A NCAC 2T, the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008,
as applicable, the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Station and Force Mains adopted June 1, 2000 and updated March 2008 as applicable, and
other supporting materials may subject the Permittee to an enforcement action by the Division,
in accordance with North Carolina General Statutes §143-215 6A through §143-215 6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the
North Carolina-licensed Professional Engineer to the licensing board [15A NCAC 02T 0104,
15A NCAC 02T 0108(b-c)]
11 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement facilities [15A NCAC 02T 0110, 15A NCAC 02T 0108(b)]
12 The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by the Division any other
Federal, State, or Local government agencies which have jurisdiction or obtaining other
permits which may be required by the Division or any other Federal, State, of Local
government agencies [G S 143-215 1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION ,
PERMITTEE: Town of Fuquay-Varina
PERMIT#: WQ0039920
PROJECT: The Retreat at Fuquay-VIarina Apartment Homes - Public
ISSUE DATE: February 1, 2018 1
This project shall not be considered complete nor allowed to operate in accordance with Condition
7 of this permit until the Division has received this Certification and all required supporting
documentation It should be submitted yin a manner that documents the Division's receipt Send
the required documentation the Regional Supervisor, Water Quality Regional Operations Section
at the address at the bottom
Any wastewater flow made tributary to the wastewater collection system extension prior to
completion of this Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions The Permittee is responsible for tracking all partial
certifications up until a final certifications is received A Final Certification shall be a complete set
of record drawings and design calculations regardless of whether partials have been submitted
I
PERMITTEE'S CERTIFICATION
I
I, the undersigned agent for the Permittee, hereby state that this project has been constructed
pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is
prepared to operate & maintain the wastewater collection system permitted herein or portions
thereof I
I
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
I
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (I I periodically, weekly, n full time) the
construction of the project name and location as referenced above for the above Permittee hereby
state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of
this permit, 15A NCAC 02T, the Divisiob of Water Resources' (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable, the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 20081 as applicable, and other supporting materials
North Carolina Professional Engineer's Seal w/signature & datE
Final I I Partial (include description)
Certification Comments/Qualifiers ( ttach if necessary):
Division of Water Resources,Raleigh Regional Office,Watci Quality Opeiatlons Section www ncwaterquality org
1628 Mail Smice Center,Raleigh,NC 27699-1628 Phone [phone]
T nnnt,n„ 1RM 12a1,att Tl,,,P T?-11a,nh 1Jf")7,fl0 P-is 101 Q1 7QQ_71 cO

State of North Carolina
DW
Department of Environmental Quality R
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 Vi t o nq _(to be completed by DW R)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION
1 Applicant's name. Town of Fuquav-Vanna(company,municipality,HOA,utility,etc)
2 Applicant type 0 Individual 0 Corporation ❑General Partnership D Privately-Owned Pubhc Utility
❑Federal 0 State/County ►1 Municipal ❑Other
3 Signature authority's name Jay T.Meyers.PE per 15A NCAC 02T 0106(b)
Title Town of Fuquav-Varma Public Utilities Director
4 Applicant's mailing address'401 Old Honeycutt Road ,,11 11 i g Z lu
City.Fuquav-Vanna State.NC Zip 27526- V�icl(,b t,i S�brru t��bUt o✓t ( ' I d
5. Applicant's contact information-
Phone number [phone] Email Address. imeveis(i0tuquay-vartna org
II. PROJECT INFORMATION:
1 Project name The Retreat at Fuquav-Varina
2 ApplicationiProlect status a Proposed(New Permit) 0 Existing Permit/Project
If a modification,provide the existing permit number-WQ00 and issued date
If new construction but part of a master plan,provide the existing permit number WQ00
3. County where pioject is located Wake County
4. Approximate Coordinates(Decimal Degrees) Latitude 35 598465° Longitude -78 781627°
5. Parcel ID(if applicable) PIN 0667424565
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1 Professional Engineer Chailes P Truby,Jr. License Number 14984
Firm CPT Engineering and Surveying.Inc
Mailing address 4400 Tuning Street
City High Point State NC Zip.27265-
Phone number [phone] Email Address chuckt@cptengmecring cora
IV. WASTEWATER TREATMENT FACILITY(WWTF)ENFORMATION:
1. Facility Name Terrible Creek Permit Number,NC00665I6
Owner Name Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s).WQ Downstream(Receiving)Sewer Size 12 inch
System Wide Collection System Permit Number(s)(if applicable).WQCS 00 (43
Ownei Name(s).Town of Fuquay-Varma
FORM FTA 04-'16 Page 1 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 NrA
2 If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM DEV)been attached?
❑Yes ❑No N/A
3 If the Applicant is a Home/Property Owners'Association,has an Qperational Agreement(FORM.HOA)been attached?
❑Yes ❑No ®N/A
4 Origin of wastewater (check all that apply)
0 Residential Owned 0 Retail(stores centers,malls) ❑Car Wash
►/ Residential Leased 0 Retail with food preparation/service 0 Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental i veterinary facilities ►,1 Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church 0 Swimming Pool/Filter Backwash
0 Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5 Nature of wastewater 100%Domestic/Commercial %o Commercial
Industrial(See I5A NCAC 021 0103(20))
>Is there a Pretreatment Program in effect? ❑ Yes 0 No
6 Has a flow reduction been approved under 15A NCAC 021.0114(f)? 0 Yes ❑No
> If yes.provide a copy of flow reduction approval letter
7 Summarize wastewater generated by project
Establishment Type(see 02T.0114(f)) Daily Design Flow a'v No.of Units Flow
1 Bedroom Dwelling Units(leased) 240 gal/'day 132 31,680 GPD
2 Bedroom Dwelling Units(Ieased) 240 gal/day 168 40,320 GPD
3 Bedroom Dwelling Units(leased) 360 gal/day 36 12,960 GPD
Clubhouse, Swimming Pool,Cabana 10 gal/day/person 154 1,540 GPD
gal/ GPD
gal/ GPD
Total 86,500 GPD
a See 15A NCAC 02T.0114(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.42A-4).
b Per 15A NCAC 02T 0114(c), design flow rates foi establishments not identified [in table I5A NCAC 021.0114] shall
be determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data
8 Wastewater generated by project 86.500 GPD(pei 15A NCAC 02T.0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why
0 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
0 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):
1 Summarize gravity sewer to be permitted
Size(inches) Length(feet) Material
8" 1,450 PVC SDR-35
8" 505 DIP
• Section TI&TII of the MDC for Permitting of Gravity Sewers contains information related to design cntena
a> Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I 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 Power reliability m accordance with ISA NCAC 02T.0305(1i)(1).
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
• Requited 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_
O Portable power soutce with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
0305(h)(1)(C)
or
O Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T 0305(h)(l)(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 tiineframes,shall be
provided in the case of a multiple station power outage.
FORM FTA 04-16 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(0213.0200 &15A NCAC 021 .0305(f)):
1 Does the project comply with all separations found in 15A NCAC 02T 0305(f)&(e) EI Yes 0 No
> 15A NCAC 02T 0305(1)contains minimum separations that shall be provided for sewer systems
Setback Parameters' 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 Imes(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.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 mterceptoi drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
ISA NCAC 02T 0305(g)contains alternatives where separations in 02T 0305(f)cannot be achieved
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T 0305(f)or(a).see Section X of this application
2, Does the project comply with separation requirements tor wetlands'?(50 feet of separation) 0 Yes /.1 No 0 N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected eV, cA).1 5 sr ivigivrvai-t Mt001LJC i aAatU5-
Par rJ r esrt fa.AN/7tiit 1415 EZeibt i P tPg$efa}4i chi P4#'
-i-11\La..rust•i t+rA'iM. i'4M 4 5 iikkad
3 Does the project comply with setbacks found in the river basin rules per ISA NCAC 02B 02009 ►1 Yes 0 No 0 N/A
• This would include Trout Buffeted Streams per 15A NCAC 2B 0202
4 Does the project require coverage/authorization under a 404 Nationwide or I Yes 0 No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 &Buffer Permittin Branch
5 Does project comply with 15A NCAC 02T 0105(c)(6)(additional permits/certifications)? Yes ❑No
Per 15A NCAC 02T.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 sewei collection lines that are deemed"high-priority?" e
Per 15A NCAC 02T 0402,"high-priority sewer"means"any aerial sewer,sea er contacting surface waters,siphon,or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑Yes ❑ No 1 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 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest versions and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
`1 Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application(VADC 10-14) and supporting documents
for review At(revel of the re nest is re•tmired a•rior to submittal of the Fast Track Aa 'Beaton and sna'ortin.
docu menu
2 Professional Engineer's Certification
I, C !ZL. p. TZ U& R, attest that this application for
(Professional Engineer's name from Application Item III.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 143-215 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.
- - , ,,x„ I - --.
North Carolina Professional Engineer's seal,signature,and date: y,` 44,
SEAL. A 1
' t,0 i 14984
at
clqil 1
3 Applicant's Certification per 15A NCAC 02T.0106(b). mlit '
I, 7' � MLitt._04,4;1/e„. . Pyr fid' attest that this application for
(Si ature Authority 's name&title from Application Item 13.)
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.
46
Signatur . Date: i7 15'
r
FORM:FTA 04-16 Pane 8 of 5

OF W ATF9 State of North Carolina
• \-\ - (s) of Environment and Natural Resources
`� I 1s �- Division of Water Quality
O ° Flow Tracking/Acceptance for Sewer Extension Per'lit Applications
(FTSE 06-13)
Project Applicant Name. Town of Fuquay-Varina
Project Name for which flow is being requested: The Retreat Public Sewer
More than one FTSE may be required for a single project if the ownet of the WW71'is not r esponsiblefor all pump
stations along the route of the pt oposed wastewater flow.
I. Complete this section only if you arc the owner of the wastewater treatment plant.
a. WWTP Facility Name. Terrible Creek WWTP
b. WWTP Facility Permit#: NC0066516
All loaves are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.374
e, WWTP facility's actual avg. flow 0.702
f. Total flow for this specific request 0.087
g. Total actual and obligated flows to the facility 1.163
h. Percent of permitted flow used 38.7%
II. 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) (13)=03+C) (E)=(A-D)
Design Obligated,
Pump - Average Daily Appiox Not Yet Total Current
Station Firm Flow** Current Avg Tributary Flow Plus
(Name or Capacity,* (Finn/pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
'4 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 iPally 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
FTSE 06-13

III.
Certification Statement:
I Jay T. Meyeis, F.E.,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 addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
oar- a04) 12getirS' in,r Official gnature I Date
F
Page 2 of 6
FTSE 06-13

ENGINEEING AND SURVEYING, INC.
•
Land Development Consulting
January 08 2018
Revised April 12,2018
Mr Jason T Rolm-icon,P E t`
Division of Water Resources
Raleigh Regional Office
1628 Mai l Service Center
Raleigh,NC 27699-1628
Phone.[phone]
Re: The Retreat at Fuquay-Varina Apartment Homes
Fast Track Sem,er System Extension Application(PTA 04-16)
PUBLIC Gravity Sewer System Extension
Wake County,Fuquay-Farina,NC
CPT Project No.: 1429-16
Dear Jason•
On behalf of the Town of Fuquay-Varma, we aie submitting herewith for your review and approval the following
documents relative to above refeienced project
(1)Revised Original Fast Ti ack Sewer System Extension Application(FTA 04-16)
(1)Revised Copy of Fast Tract Sewer System Extension Application(FTA 04-16)
This entire project consists of eighteen(18)three(3)story apartment buildings,twenty-four(24)units each There is a
clubhouse,swimming pool,cabana,mail kiosk,sport court and maintenance building There is a total of 432 units to be
leased This development is being served by gravity sewer lines that will tie into an existing sanitary sewer outfall located
on the west portion of the subject property The total sanitary sewer wastewater generated by this project is 110,980
GPD
Specifications for this project will be according to the Town of Fuquay-Varma Standards and Specifications We
iespectfully request youi review and approval of these items
Feel free to call me with any questions or comments.
Sincerely,
CPT Engineering and Surveying,Inc.
Mike Venable
Civil/Survey Technician
4400'fyning Street,
High Point,NC 27265
Phone-336-812-8800 ext.305 Fax:[phone] Email.mikev@cptengineering corn

ENGINEERING AND SURVEYING, INC.
Land Development Consulting
VC of Environmental Quality
January 08,2018 �' 0 L
Division of Water Resources Raleigh Regional Office
Raleigh Regional Office
1628 Mail Service Center
Raleigh,NC 27699-1628
Phone [phone]
Re: The Retreat at Fuquay-Varina Apartment Homes
Fast Track Sewer System Extension Application(FTA 04-16)
PUBLIC Gravity Sewer System Extension
Wake County,Fuquay-Varina,NC
CPT Project No.: 1429-16
To whom it may concern
On behalf of the Town of Fuquay-Vanna, we are submitting herewith for your review and approval the following
documents relative to above referenced project
(1)Original Fast Track Sewer System Extension Application(FTA 04-16)
(1)Copy of Fast Tract Sewer System Extension Application(FTA 04-16)
(1)Check for$480 00(East Wind Development Company,LLC)
This project consists of eighteen (18) three (3) story apartment buildings, twenty-four (24) units each There is a
clubhouse,swimming pool,cabana,mail kiosk,sport court and maintenance building There is a total of 432 units to be
leased This development is being served by gravity sewer lines that will tie into an existing sanitary sewer outfall located
on the west portion of the subject property The total sanitary sewer wastewater generated by this project is 56,772 GPD
Specifications for this project will be accordmg to the Town of Fuquay-Varma Standards and Specifications We
respectfully request your review and approval of these items
Feel free to call me with any questions or comments
Sincerely,
CPT Engineering and Surveying,Inc
-74:121/1-eL44/
Mike Venable
Civil/Survey Technician
4400 Tyning Street,
High Point,NC 27265
Phone [phone] ext. 305 Fax [phone] Email mikev@cptengineenng corn

•
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PHONE: [phone] FAX: [phone] DATE: 01-0E3-1E5, JOB NO.: 142a-16
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. • .•
NA1'. & TIVE
FOR
THE RETREAT AT
FUQUAY-VARINA
PUBLIC SANITARY SEWER EXTENSION
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
January 08, 2018
Revised April 42, 2018
OWNER/DEVELOPER:
East Wind Development Company, LLC
Contact: Michael Murray
529 College Road, Suite F
Greensboro, North Carolina 27410
[phone]
CPT Engineering and Surveying, Inc.
4400 Tyning Street High Point,NC 27265
Phone[phone]•Fax[phone]

PROJECT DESCRIPTION
The project is located on an approximately 33.2 acre tract in Wake County, .Fuquay-
Varina, NC. The purpose of the project is to construct 432 apartment units total,
clubhouse and pool with associated paved drives and parking including extension of
existing water and sewer service. The proposed water and sewer extensions will be a
combination of public and privately owned and maintained systems. This public portion
will serve 14 apartment buildings (336 units), clubhouse, pool, cabana and maintenance
building. The unit flowrate is 240 gpolunit for 1 and 2 bedroom units and 360 gpd/unit
for 3 bedroom units for a flow of 84,960 gpd. The flowrate for the clubhouse, pool,
cabana ... is based upon the rated occupancy. The rated occupancy is 154 people at 10
gal/person equaling 1,540 gpd for a grand total public flow allocation of 86,500 gpd. The
other 4 apartment buildings (96 units) are handled under the private portion.
SITE DESCRIPTION
The site consists of 33.2 acres more or less with the majority of the site being old farm
land with a existing farm house and a couple of existing sheds. These structures will be
removed.
ADJACENT PROPERTY
Land use in the vicinity is a mix of single residential and agricultural uses. The site fronts
along North Judd Parkway NE with a connecting street at the southwest portion of the
site named Penmon Drive.
SOILS INFORMATION
The soil in the project area is mapped as NoA, NoB, NoC, Me, Wo, WaB and WgA per
the NRCS Web Soil Survey.