WQ0039898_Issuance of Permit_20180410

ROY COOPER
Govei no,
f�. MICHAEL S REGAN
Sect eta,v
LINDA CULPEPPER
Intel tnt Du ectot
Water Resources
ENVIRONMENTAL.QUALITY
April 10, 2018
Robert Alan Powell, Division Manager-Raleigh/Durham/Goldsboro
H&H Constructors of Fayetteville, LLC
101 Gathering Park Circle, Suite 104
Cary, NC 27519
Subject Permit No WQ0039898
H&H Constructors of Fayetteville, LLC
Franklin Park at Carpenter Village
Wastewater Collection System Extension Permit
Wake County
Dear Mr Powell
In accordance with your application received March 7, 2018 and additional information received on April
3, 2018, we are forwarding herewith Permit No WQ0039898 dated April 10, 2018, to H&H Constructors
of Fayetteville, LLC (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rescinded and shall be subject to the conditions and limitations as specified therein This cover letter shall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 I 1 This permit shall become voidable unless the agreement between H&H Constructors of
Fayetteville, LLC and the Town of Cary for the collection and final treatment of
wastewater is in full force and effect
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
Division of Water Resources Raleigh Regional Office,Water Quality Operations Section www ncwateiquality oig
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone [phone]
I()cation ;800 Ran eft Drive Raleigh NC 27609 Fax [phone]

H&H Constructors of Fayetteville, LLC
Permit No WQ0039898
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
If you need additional information concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at ted cashion@ncdenr gov
Sincerely,
z-, 77;
c_.j --\
—------—--- ---,---/-:- --2--- -- - \ _
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 John R Harman, P E , Hugh J Gilleece, Ill, &Associates, P A (via email
[e-mail])
Jamie Bissonnette, P.E,Town of Cary Water Resources Dept (via email
Jamie.Bissonnette@townofcary org)
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
H&H Constructors of Fayetteville, LLC
Wake County
for the construction and operation of approximately 124 linear feet of 6-inch gravity sewer to serve 4
single family townhomes as part of the Franklin Park at Carpenter Village project, and the discharge of no
additional gallons (flow was previously permitted in the Town of Cary permit NP-17012) per day of
collected domestic wastewater into the Town of Cary's existing sewerage system, pursuant to the
application received March 7, 2018, and additional information received on April 3, 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 the date of iss nce until rescinded and shall be subject to the specified
conditions and II itations cont e erein f
' C'/� Q
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039898
Permit Issued: April 10, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
H&H Constructors of Fayetteville, LLC 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 the Western Wake Regional Water
Reclamation Facility in accordance with Permit Number NC0088846.
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 applicable, 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
1 This permit shall become voidable unless the agreement between H&H Constructors of Fayetteville,
LLC and the Town of Cary for the collection and final treatment of wastewater is in full force and
effect [15A NCAC 02T 0304(h)]
II. STANDARD CONDITIONS
1 This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, 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 of 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 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 materials unless
specifically mentioned herein [15A NCAC 02T 0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting 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 .0403 If an individual
permit is not required,the following performance criteria shall be met• [15A NCAC 02T 0108(b)]'
Page 4 of 8

•
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 1C
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.
j 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 [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 1,000 gallons, or
c Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed informaticn 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 [phone] or [phone]
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
-- — Parfl of-Form CS-SSO (or theJmost-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 1C(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 the 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 cnanges, 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

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: H&H Constructors of Fayetteville, LLC
PERMIT#: WQ0039898
PROJECT: Franklin Park at Carpenter Village
ISSUE DATE: April 10, 2018
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 in 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 comp etion--_---------
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 certification is received A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
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.
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, I I weekly, I I 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
Division 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 2008, as
applicable, and other supporting materials
North Carolina Professional Engineer's Seal w/signature &date
Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Division of Water Resources,Raleigh Regional Office,Watet Quality Opetations Section www ncwatetquality org
1628 Mail Sen, ce Center,Raleigh,NC 27699-1628 Phone (9 i 9)791-4200
T nrnfinn 'R(1fl R., Tlr, f, Rnla,ah NC''Y7A(1Q Pn, (01 01 744-71 SQ

vU c U 12U16
STATE OF NORTH CAROLINA
COUNTY OF
�/4< Raleigh Regional Gfficfiermit NoQO o 3 gPIT
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215 1 (dl) and entered into this day of
rel 1«1, ok , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Caiolina, hereinafter known as the COMMISSION; and
Franklin Park Townhomes of Carpenter Village , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH.
1 The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Franklin Park at Carpenter Village
(hereinafter the Development), of operating, maintaining, re-constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System),
and of collecting dues and assessment to provide funds for such operation, maintenance,re-construction and
repair
2 The ASSOCIATION desires, to construct and/or operate a Disposal System to provide samtaiy sewage
disposal to serve the Development on said lands.
3 The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G S 143-
215.1 to construct, maintain, and/oi operate the Disposal System
4 The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter47C
or 47F of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW,THEREFORE,in consideration of the promises and the benefits to be derived by each of the parties hereto,
the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to the
Disposal System in accordance with the permit and plans and specifications hereafter issued and approved
by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in
accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto aie part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures bythe Association except for Federal, State, and local taxes and insurance.
FORM. HOA 11-17 Page 1 of 2

I%

3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses In order to assure that there shall be funds readily available to
repair, maintain, or construct the Disposal System beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance fund allocated for the facility and shall be part of
the yearlybudget
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at anytime.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental umt mayrequire as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide m the ASSOCIATION Bylaws that the ASSOCIATION shall not enter mto voluntary dissolution
without first havmg transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION bythe issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish of release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below
FOR THE ENVIRONMENTAL Franklin Park Townhomes of Carpenter Village
MANAGE NT COM ISS ON Name of ASSOCIATION�TI
By' `14/11/70"/
Linda Culpepper (Signature)
Interim Director, Division of Water Resources
2e6,J 4 Vc .--e1J
Print Name and Title
\ • t-t
(Date) (Date)
FORM: HOA 11-17 Page 2 of 2

State of North Carolina
DIA/ Department of Environmental Quality
Division of'Water Resources
ISA NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number V✓CO0 3 1 y (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATIONcu.ki/vactobl 6f /7-7
c]fzY f'e L c rs- �'
1 Applicant's name H&H LIem s(company,municipality,HOA,utility,etc.)
2 Applicant type ❑ Individual ►Z1 Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑Federal ❑ State/County ❑ Municipal ❑ Other
3 Signature authority's name Alan Powell per 15A NCAC 02T 0106(b)
Title Division Manager-Raleigh/Durham/Goldsboro
4 Applicant's mailing address' 101 Gathering Park Circle Ste 104
City Cary State NC Zip 27519-
5 Applicant's contact information
Phone number [phone] Email Address alanpowell cr,,hhhomes corn
H. PROJECT INFORMATION:
1 Project name Franklin Park at Carpenter Village
2 Application/Project status ►Z1 Proposed(New Permit) ❑ 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 project is located Wake
4 Approximate Coordinates(Decimal Degrees): Latitude 35 820969° Longitude -78 856409°
5 Parcel ID(if applicable) 0745235809
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer.John R Harman License Number NC#9810
Firm Hugh J Gilleece, II1,&Associates,P A_
Mailing address 875 Walnut St,Ste 360
City Cary State NC Zip 27511-
Phone numbei [phone] Email Address jharmancailjailleece corn
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1 Facility Name. Western Wake Regional Water Reclaimation Facility Permit Number- 0088846
Owner Name Town of Cary
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1 Permit Number(s) WQNP-1702(ToC#) Downstream(Receiving)Sewer Size 8 inch
System Wide Collection System Permit Number(s)(if applicable) WQCS 06(-3
Owner Name(s):Town of Cary
FORM.FTA 0d-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1' If the Applicant is a Piivately-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 ❑N/A
3 If the Applicant is a Home/Property Owners'Association.has an Operational Agreement(FORM HOA)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 pieparation/service ❑ Hotel and/oi Motels
❑ School/pieschool/day cate ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑ Church ❑ Swimming Pool/Filtei Backwash
❑ Businesses/offices/factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5 Nature of wastewater 100%Domestic/Commercial %Commeicial
%Industilal(See 15A NCAC 02T.0103(20))
>Is there a Pretreatment Progiam m effect? ❑ Yes ❑No
6 Has a flow reduction been approved under I5A NCAC 02T 0114(f)') ❑Yes ®No
> If yes, provide a copy of flow reduction approval letter
7 Summarize wastewatei generated by pi oject
Establishment Type(see 02T.0114(f)) Daily Design Flow a''' No. of Units Flow
Single Family Townhome 280 gal/Unit 4 1120 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 , GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and(e)(2) for caveats to wastewatei design flow Cate/V---( e minimum flow per
dwelling, proposed unknown non-residential development uses, public access facilities locat d 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 Pei 15A NCAC 02T 0114(c), design flow rates foi establishments not identified [int ble I5A NCAC 02T 01 l4] shall
be determined using available flow data,water using fixtui es, occupancy or opeiatio �tterns,and other measured data
8 Wastewater generated by project 0 GPD(per 15A NCAC 02T 0114)
> Do not include future flows oi pieviously permitted allocations
If permitted flow is zero, indicate why
❑ Pump Station oi Gravity Sewer where flow will be permitted m subseq Ent p-nmts that connect to this line
®Flow has already been allocated in Permit Numb-ii NP-17012
❑Rehabilitation or i eplacement of existing sewer wit . ew ow 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
1 .z4a
➢ Section II&III of the MDC for Permitting of Gravity Seweis contains information related to design criteria
➢ Section III contains information'elated to minimum slopes for gravity sewei(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
1 Pump station number oi name
2 Appioximate Coordinates(Decimal Deb ees) 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 mail to be permitted(for this Pump Station)
Size(inches) Length(feet) Material
6 Power reliability in accordance with 15A NCAC 02T 030501)(I)
❑ Standby powei source or pump with automatic activation and telemetry- 15A NCAC 02T 0305(h)(1)(B)_
➢ 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 powei source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
0305(h)(1)(C)
or
❑ Poi table 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 soulce is owned oi contracted by the applicant((haft agreement)
and is compatible with the station
➢ If the portable power source oi pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable powei source or pump, including travel timefiames, 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(0):
1 Does the project comply with all separations found in 15A NCAC 02T 0305(fl&(u) ®Yes ❑No
D 15A NCAC 02T 0305(f)contains minimum separations that shall be provided for sewer systems
Setback Pat ameter* Separation Required
Stoim sewers and other utilities not listed below(vertical) 24 inches
Water mains(vertical-water over sewei including in benched benches) 18 inches
Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(hoiizontal-reclaimed over sewer) 2 feet
**Any private or public watei supply source, including any wells,WS-I wateis of Class I or
Class II impounded reservoirs used as a source of dimking water 100 feet
**Waters classified WS(except WS-I oi WS-V),B, SA, ORW,HQW, or SB fiom normal
high watei (or tide elevation)and wetlands(see item IX 2) 50 feet
**Any other stream,lake,impoundment, oi 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 glade(vertical) 36 inches
D 15A NCAC 02T 0305(a)contains alternatives where sepal ations in 02T.0305(fl cannot be achieved.
. **Steam classifications can be identified using the Division's NC Surface Water Classifications webpaae
D If noncompliance with 02T 0305(f) or(u).see Section X of this application
2 Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑No ®N/A
➢ See the Division's di aft sepal ation i equu ements foi situations where sepal ation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3 Does the project comply with setbacks found in the river basin rules pei I5A NCAC 02B .02009 ❑Yes ❑No Z N/A
D This would include Ti out Buffered Streams pei ISA NCAC 2B 0202
4 Does the pioject requne coverage/authorization under a 404 Nationwide or ❑ Yes ®No
individual permits or 401 Water Quality Certifications9
D Information can be obtained from the 401 &Buffer Permitting,Branch
5 Does pioject comply with ISA NCAC 02T 0105(c)(6)(additional permits/certifications)? Z Yes ❑No
Per 15A NCAC 02T 0105(c)(6), duectly ielated envnonmental permits oi certification applications are being prepared, have
been applied foi, 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 pioject include any sewer collection lines that are deemed"high-piiority?"
Pei 15A NCAC 02T 0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface wateis, siphon, or sewer
positioned paiallel to streambanks that is subject to erosion that under nmes or deteriorates the sewer.
❑ Yes ❑No Z N/A
D If yes, include an attachment with details for each line,including type(aerial line, size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 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 Permittmn of Pump Stations
. and Force Mains(latest version).and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
® Yes ❑No
If No, complete and submit the Valiance/Alternative Design Request application (VADC 10-14) and supporting documents
foi review Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents
2 Professional Engineer's Certification
I 0144/ 4//iqi‘.o attest that this application for
(Piofessional E Q er's name fiom 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 piepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria foi Gravity Sewers (latest veision), and the Minimum Design Criteria foi the Fast-Track
Permitting of Pump Stations and Force Mains (latest veision) Although other piofessionals may have developed certain
portions of this submittal package,mclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the pi oposed design
NOTE — In accoidance with General Statutes 143-215 6A and 143-215 6B, any peison who knowingly makes any false
statement, representation, 01 certification m 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 pei violation
North Carolina Pro icssiona , gineer'?ssi ,sigh.tore, and date: " Sao
4,101"613
• 1,- SES
60(
g \,,,cts,ttakenoe
•
3 Applicant's Certification pei 15A NCAC 02T 0106(b)
{7Z LLL
1, - IJo••ic(` ��,�:5"�� `r`n t jc\/ .—r, rel�ci ��� ��' attest that this application foi
(Signature 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 iequned supportmg documentation and attachments ale not included, this
application package is subject to being returned as incomplete I understand that any discharge of wastewater from this non-
dischai ge system to surface waters of 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 iequued supporting mfoimation and attachments are not included, this application package will be returned to
me as mcomplete
NOTE — In accoidance with General Statutes 143-215 6A and 143-215 6B, any peison who knowingly makes any false
statement, representation, 01 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 pei violation
e://,/Signature G If/ Date 3
FORM: FTA 04-16 Page 5 of 5

Hugh J. Gilleece, III
LETTER.OF TRANSMITTAL
• & Associates, P.A.
875 Walnut Street,Suite 360
Cary,North Carolina 27511
[phone] DATE JOB NO
Fax[phone] 3/7/2018 3690 00
ATTENTION
TO NCDEQ DWR
RE
Franklin Park @ Carpenter Village
WE ARE SENDING YOU // Attached ❑Under separate cover via Hand Deliver the following items
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑Specifications
❑ Copy of letter ❑ Change order ® CD of plans
COPIES DATE I NO DESCRIPTION
1 3/7/18 1 Fast tract Sewer Application
1 3/7/18 1 Home/Property Owners Operation Agreement
1 3/7/18 1 Cover Letter
1 3/7/18 1 Submittal Fee ($ 480 00) NC Dept of Environmental Quality
1 3/7/18 1 Exhibit
MAR 072018
Raleigh Regional Office
THESE ARE TRANSMITTED as checked below
❑ For approval /1 Approved as submitted ❑ Resubmit_copies for approval
❑ For your use ❑Approved as noted ❑Submit_copies for distribution
® As requested ❑ Returned for corrections ❑ Return_corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ Prints returned after loan to us
REMARKS
COPY TO SIGNED: Brad Haertling

Hugh J. Gilleece, III & Associates, P.A. 875 Walnut Street,Suite 360
Cary,North Carolina 27511
' —Consulting Engineers— [phone]
[e-mail]
March 6, 2018
NCDEQ DWR
1628 Mail Service Center
Raleigh, NC 27603
Re Franklin Park at Carpenter Village
To all
This letter is to provide information for Franklin Park at Carpenter Village within the existing
Carpenter Village Subdivision in Cary The Town of Cary requested that we apply for a
private sewer permit to service 4 proposed townhomes The flow has been allocated within
the existing Town of Cary Sewer Permit# NP-17012
Should you have any questions or requests, please contact me at the phone number or at
JHarman(a�hlgilleece com or at the office at 919-469-1101
Sincer
I ack Ha an, P E
Ororetf Manager
Z\Jobs\3690\Carpenter Village\Commercial_20\Documents\Letters\NCDENR Fast track permit Coy doc
NC Dept of Environmental Quality
MAR 0 7 2018
Raleigh Regional Office

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Disclaimer
it4aps makes everyeffortto produce and publish
the most current and accurate information possible.
However,the maps are produced for information purposes,
and are NOT surveys.No warranties,expressed or implied
are provided for the data therein,its use,or its interpretation,