WQ0039487_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
September 22, 2017
Mr. Andrew Rouzer, Vice President of Land Acquisitions
Century Communities Southeast, LLC
7400 Carmel. Executive Park Drive, Suite 205
Charlotte, NC 28226
Dear Mr. Rouzer:
COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039487
Century Communities Southeast, LLC
Arrowood Station AKA Hadley
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received September 13, 2017, we are forwarding herewith Permit No.
WQ0039487 dated September 22, 2017, to Century Communities Southeast, 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions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 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: 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 150E 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.
'°'""`Nothing Compares w�
State of North Carolina I Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at(704)235-2143
or via e-mail at [e-mail].
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDEO
cc: Frank McMahan, P.E. c-uv\
Barbara Gross (e-copy)
Tommy Rowland (e'cmpv
Regional Office Files
Water Resources Central Files
2

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
Century Communities Southeast, LLC
Mecklenburg County
for the construction and operation of approximately 54 linear feet of 8-inch gravity sewer, to serve the
Arrowood Station AKA Hadley project, and the discharge of 760 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
September 13, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the •Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, 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 issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
p. by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039487
Permit Issued: September 22, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
Century Communities Southeast, 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
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, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, 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.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 760 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)1
2. This permit shall become voidable unless the agreement between Century Communities Southeast,
LLC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T,0304(h)]
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
II, STANDARD CONDITIONS
1. This permit is not 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
4

Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, 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)]:
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 (Le. 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.

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.
The Permittee shall report by telephone to a water resources staff member at the Mooresville
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:
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 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 [phone] 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. 143-215.1C(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 for 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
6

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, include travel
timeframes, shall be provided.
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 greaterthan 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, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
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.
12.The issuance ofthis permit shall not exempt the Pernittemfrom 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 bvthe Division orany other Federal, State, ofLocal government agencies. [G.S.143-
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Century Communities Southeast, LLC •
WQ0039487
Arrowood Station AKA Hadley
September 22, 2017
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 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 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
ENGINEERS CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the b'est 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, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Reeional Office) 610 East Center Avenue, Suite 301 I Mooresville. North Camlina 28115

. STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. WQCA-51 4E 7
DEVELOPERS OPERATIONAL AGREEMENT
�nThis AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this i day of
{ 9 ek 0901 f , by and between the North Carolina Environmental Management
Commission, an agency of the
o A.Vi,t OM1YVLI, ,
business in the
WITNES SETH:
te oSit
Caro ' a hereinafter known as the COMMISSION; and
14 L co oLLC—
ration/general partnership registered/licensed to do
to of North Carolina, hereinafter known as the DEVELOPER.
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Arrowood Station AKA Hadley
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Century Communities Southeast, LLC (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the Iaws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. 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 DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct 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 DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or .otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08- I 3 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are 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 by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER 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 funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund 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 provide that such special assessments can be made as
necessary at any time.
7. 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 DEVELOPER 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 unit may require as condition of accepting the Development's wastewater.
8. 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 DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. 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
ca ._ S. Jay Zimmerman, P.G.
Director, Division of Water Resources
n
(Date)
Century Communities Southeast, LLC
Name of DEYLOP ER
By:
(Signature)
Andrew Rouzer, VP of Land Acquisitions
Print Name and Title
446 19lif)117
(Date)
FORM: DEV 08-13 Page 2 of 2

State of North. Caro ina.
Department of Environmental Quality
Division of Water Resources
iSA NCAC 02T .0300 — FAST T"RAC.K SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Number:
0')
d by t rrt➢
All items rnust be completed or the application willlwe returned
APPLICANT IN. OR'MATION:
L Applicants name, Century Commit
2, Applicant type: ( Individual
s Sou
a:
ation
© Federal 0 State/County 0 Municipal
3. Signature authority's name: Andrew Rouzcr per l5A NC. ,f t 02T .01.06
Title: Vice President of Land Acquisitions
4. Applicant's mailing address: '7400 Carmel Executive Park Drive Suite 205
City: Charlotte State: NC Zip: 28226-
.5. Applicant's contact information:
Phone number: [phone] Email Address: Andrew.Roux_ert� centut corrarttun (i s.cotta
PROJECT INFORMATION:
I. Project name: Arrowood Station AKA Hadley
Application/I
tus: Proposed (New Permit) ❑ .Existing Permit/P
npany, man is ipality. 110A, utility, etc.)
General Partnership ® Privately -Owned Public Utility
Other
If a modificatittra, 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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.13 `°`longitude: 80.878`
5. Parcel ID (if applicable): 20517302.
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1 _ Professional Engineer: Frank McMahan License Number
Firth: LandDesigg Inc
Mailing address: 223 N Graham St
City: Charlotte State: NC Zip: 28202-__
Phone number: [phone] Email Address: fmcmaha.n(t'landdesign.com
37773
IV. WASTEWATER TREATMENT FACILITY (VVVWTF) INFORMATION:
1, Facility Name: Mcfl.lpine Creek Wastewater
Owner Name: Charlotte Water
Permit Number: NC0024970
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Perrnit Number(s) WO
System Wtci C,CI ,(a?rc : steawl Permi(, umber,( (i( applicahl j: WQCS
Owner Name(s)':
Downstream (Receiving) Sewer Size:
FORM: FTA 04-16
Page I of 5

VI,
t.
2.
.3.
4.
GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate ofPublic Convenience and Necessity been attached?
0 Yes LJNo N/A
If the Applicant is a Developer of lots to he sold, has a Developer's Operational Agreeme FORM: DEV) been attached?
Yes 0No • N/A
If the Applicant is a Home/Property Owners' ssociatioh, has an Operational A )reen M.: 1iQj been attached?
El Yes LINo NIA
Origin of wastewater: (check all that apply):
Residential Owned
0 Residential Leased.
fl School / preschool / day care
0 Food and drink facilities
I1.Businesses / offices factories
L Retail (stores, centers, malls)
LI Retail withfood preparation/service
0 Medical / dental / veterinary facilities
Church
Nursing Home
5. Nature of wastewater 1.00 % Domestic/Commercial % Cornmercia
% Industrial (See I 5A NCAQ0217 '24))
'Pretreatment Program in effect?
Has a flow reduction been approved under 15.A. NCAC 02 .01. 1.4(f)? 0 Yes
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`h.
No
E] Car Wash
0 Hotel and/or Motels
0 Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
E] Other (Explain in Attachment)
No. of Units
Flow
Residential Dwelling 'Units
190 gal/day
4
760 GPD
gal/
GPI)
GPI)
gal/
gal/
GPD
GPD
gal/
GPD
Total 760 GPD
a See ISA N(AC. 02T 01.14(bi, te)(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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in (i.S. 42„.A4),
b Per I 5.A NCAC 02T ,0 1 .14(c),. design flow rates for establishments not identified Lin table 15A NCAC 0.2,71,0111.1 shall be
determined: using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8„ Wastewater generated by project 680 GPD (per 15A NC (121 .0 I 1.1)
Do not include future flows or previously permitted allocations
If permi.tted flow is zero, indicate why:
El 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 SL,WsF R HESIGN CRITERIA (If Applicable) - 02T _0305 & MDC (Gravit er e;
Summarize gravity sewer to be ,permitted::
Size (inches)
Length (feet)
54
PVC
Section If III of the IvIDC for Permitting of Gravity Sewers contains information related to design crit
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizi ng lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable).— 02T.0305 & MDC (Pump Stations/Force Man
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2, ApproximateCoordinates(Decimal. I.
3. Design flow attic pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TTIH)
5. Summarize the force main to be permitted (for this Pump Statio
b. Power reliability in accordance
El Standby power source or pump with autonta
Longitude: -
n 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
f)r ifthe 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 - I SA NCAC 02T
.03050)(1)(C)
or
I''orlabie pumping unit with plugged emergency pump connection and telemetry I5A NCAC 02T .0305(h)(I)(C):
" It shall be demonstrated to the Division that the portable source is owned or contracted by theapplicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, att evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including 'travel tirneframes, shall be provided
in the case of a multiple station power outage.
FORM. VIA. 04-16
Page

SETBACKS & SEPARATIONS — (0 B .0200 & 1SA NCAC 02T .0305(f));
Does the project comply with all separations found in ,I 5 A NC"Af 02. l .0305i°0 t
15A NCAC 0271-®0305(1) contains minimum separations that shall be provided for sewer ystemsa
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water ov
Water mains (horizontal)
tiding in benched tr
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaittted water° litre flsoriz
**Any private or public
Class 11 im ounded rese
ed over se
Separation Required
24 inches
apply source, ittclud'ing any wells,
sed as a source of drinking water
aters of Class 1 or
11 inches
feet
2 feet
100 feet.
**Waters classified WS (except WS-1 or WS-V), B, SA, ©RWFIQW, or SB from normal
high water (or tide elevation) and wetlands (ce item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top siopc of embartktnettt car cu
Drainage systems an
Any swimming pools
Finalearth grade (vertical)
10 feet
15A NCAC2 02'I'.0305(Qg) contains alternatives where sepa
classifications can be idenlifted using the Division's NC
mpliance with 02`[w',O305 see Section X of this applica
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
No
Does the project comply with separation requirements for wetlands? (50 feet ofseparation') © Yes ©No 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 t'hc location ofareas eftec-tc.d
Does the project comply with setbacks found in the ri
basin rules per 15A NCAC 02B .0200? 0 Yes d No 'N/A
This would 'include Trout Buffered Streams per 15 cif A( 2E3 020"2
4. Does the project require coverage/authori:zation under a 404 Nationwide or
individual perm,
401 Water Quality Certifications'?
• Information can be obtained from the 401 & Buffer 1'
El Yes
Does pro.(eet comply with. 15A NC„ ,At`w fl2T.0I O51c1p) (additional permits/certifications)? Yes © No
Per I5A NCAC 02-1 Ol05t')(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.).
b. 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 (l No N/A
• If yes., include an attachment with details for each line, including type (`aerial line, size, material, and toeation).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FTA 0446
Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with JAA„Ngc„,,ozT, the Minimum Des n Criteria for 1wperriiittiog_citeem,5tatinas
antihrc MIn\(tatr*Nlerstort),,. and the .Ortivity,:e Wer, Minimum Deign Critqlita, Oa Or as [Applicable?
Yes DNo
If No,. complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of therequest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification.
147
(Protessional Engmecr's
om Application
attest that tivs npnlic
has been reviewed by me and is accurate, complete and consistent with the inteneration supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the bast of my knowledge. 1 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 en wrist for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
or Pump Stations and Force Mains (latest version). ,Although other prolessionak may have developed certain portions of tits
submittal pack , e, inclusion, of these materials under my 'signature and seal signifies thnt 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 p why of a Class 2 misdemeanor, which may
include a fine not to exceed 510,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Appli ant's Certification per 15A NCAC 02T .0106(b):
ANDREW gPlit‘ie V,aPreJakil
(Signature Authority's name & title from Apphotion Ite
037773
• .
LI
07'
r TOL'
tqit„S,att
7
this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts or
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 dischargeof wastewater from trios 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. 3 also understand that 11811 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 Statutes141„!,.;',„1 c,,nA and 14:3:. uifip., any person who know ly makes any false
statement, representation, or certification in any applicaion package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penal a es up to $25,000 per violation.
Signature-.
FORK fiTA 04-16 Page 5 of 5

CHARLOTTE
W
May 26, 2017
Mr. Frank McMahan
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
YARDS AT ARROWOOD'TOWNHOMES
ENGLAND STREET, CHARLOTTE NC
CLTWATER TRACKING# 2017736
After an analysis of the sanitary sewer associated with the proposed design of project, Arrowood
Station Townhomes, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 760gallons per day (4 townhome units x 190 gpolunit) at the connection
point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater
Treatment Plant, NPDES permit number NC0024970, for treatment. This acceptance of flow is
based upon the existing capacity of the designated publicly owned treatments works. Please see
attached NC DEQ FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CL71Naterstrstem isacceoted on a first erne, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization toconstructpermits are not obtained construction has not started
within one (1) year of issuance of this flow acceptance, and payment for any service connections
have not been received within f ar of issuance of this flow acce terrce letter. this flow
e fence a royal shall be rescinded' and a new fl w ac tan e r u rnu t made. If you
have any questions, please do not hesitate to contact me at (704) 432-580
Sincerely,
Barbara Gross
Engineering Assistant
Chard©tte
Ply
Char€otrr,NC282`Ira c tiot water.org
r t� by the City of Ch, r luitte

t'l;izsott afi Vil ; r Ete €lifir:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandEesign, Inc.
Project Name for which flow is being requested: yards at Arrowood Townhomes
. More than one FTSE may be required for a single project if the owner of the WYYTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945 , NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.788
62.895
0.0007
74.684
75.4
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) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the Iargest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) 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.
Downstream Facility -Name (Sewer): Icings Branch Outfall to England Street (1989)
Downstream Permit Number: WQ0006313
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I J. Carl Wilson 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this/form indicates acceptance of this wastewater flow.
Signing Official
ignature
Page 2 of 6
D 0f7
D to
FTSE 04- L 6

USGS TOPOGRAPHIC MAP
CHARLOTTE, NC 2016
NITS,

PIER PEESEl:
I0;
1016386 ARROWO©D
TOWNHOME SUBDIVISION
REVISIONS & PERMITTING
1016386
Yards at Arrowood Sewer
For your use
Nikki Curley
223 N Graham St
Charlotte NC 28202
United States
NAME
Barry Love
610 E Center Ave #301
Room # 3323
Mooresville NC 28115
United States
7043330325
9/12/2017
00026
Courier
Land Design [e-mail]
NCDENR-
Mooresville Regional
Office
[e-mail]
Please find enclosed the Fast Track Application, a check for $480.00, the
Developers agreement, the Charlotte Water sewer flow acceptance, and a
map. Please let us know if you need any additional information.
Thank you,
Nikki Curley, El

urban design planning civil engineering branding landscape architecture
September 12, 2017
Mooresville Regional Office
Water Quality Section
610 E. Center Ave.
Mooresville, NC 28301
RE: Arrowood Station AKA Hadley
LandDesign RN: 1016386
Dear Sir/Madam,
Century Communities Southeast LLC, is in the process of developing and constructing 4
residential townhome units. It will be served by 54 LF of 8" PVC. We are estimating 760 gallons
per day of gravity sewage. Attached is a letter from Charlotte Water agreeing to accept our flow
to the McAlpine Creek WWTP, Also attached are our FTA 04-16 application and a check for
$480.
We respectfully request your review and welcome any questions or comments. Thank you for
your assistance with this project. Please feel free to contact me directly via telephone at
704.333.0325 or email at [e-mail] should you have any questions and/or
comments.
Respectfully Submitted,
Nikki Curley, El
LandDesign, Inc.
PO Sax 36959 Charlotte, NC 28236.6959 223 Nnnh Graham Street Charlotte„ NC 28202 is 704.333,0325 F 704.376.t12
N:A 20hf) 101638fivDocs\Fennitt'ing` ermit Forms\Scwer\NCDENR Last Track Lettcr.doc

Central Files: APS SWP _
9/22/2017
Permit Number WQ0039487 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
760
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Arrowood Station AKA Hadley
Location Address
7400 Carmel Executive Park Dr
Ste 205
Charlotte NC 28226
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Century Communities Southeast LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Andrew Rouzer
Acquisitions Land VP
7400 Carmel Executive Park Dr
Charlotte
NC 28226
Orig Issue
9/22/2017
App Received Draft Initiated
9/15/2017
Scheduled
issuance Public Notice Issue Effective
9/22/2017 9/22/2017
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin