WQ0038308_Regional Office Historical File Pre 2018

Water Resources
EN VI R ONN EN T AL Qt./Alin(
February , 2016
Mr, Mark Maynard, Manager
Concord Ridge Apartments, LLC.
10 South Cardinal Drive
Wlmington, NC 28403
P AT MCCRORY
Oovernor
0 0
0.°4D R. VAN DER VAART
rc; zA
S. JAY ZIMM.E.RMAN
ih0,000
Subject: Permit No, WQ0038308
Concord Ridge Apartments, LLC.
Concord Ridge Apartments
Wastewater Collection System Extension Permit
Cabamis County
Dear Mr. Maynard:
In accordance with your application received February 19, 2016, we are forwarding herewith Permit No.
WQ0038308 dated February 23, 2016 to Concord Ridge Apartments, 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 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.
State of North Carolina1 Environmental Quality 1 Water Resources Water Quality Regional Operations
Mooresville Regional Office j 610 East Center Avenue, Suite 301 j Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this
via e-mail at orl.tuviacri cd . goy_;.
Sincerely,
atter
please contact Ori Trivia at (704) `235-21'9or
by,, ' . Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division Water Resources, NCDEQ
c
over, P.E. (E.-copy)
Ile Regional Office Files
Water Resources Central files
PERCS(E-eopy)
Paec

Environmental
Quality
STATE OF NORTH CAROLLNA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PE
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
Concord Ridge Apartments, LLC.
Cabarrus County
for the construction and operation of approximately 2180 linear feet of 6-inch garvity sewer and 830
linear feet of 8-inch gravity sewer; to serve 86 one bedroom units, 120 two bedroom units, 34
three bedroom units and 1 amenity building, to serve future development of Concord Ridge
Apartments, and the discharge of 54,360 gallons per day of collected domestic wastewater into the
Cabarrus County's existing sewerage system, pursuant to the application received February 19, 2016,
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 'Environment and Natural Resources 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.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038308
Permit Issued: February 23, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Concord Ridge Apartments, LLC. is hereby authorized to:
Construct, and then operate npn certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus Counq's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15.A 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
1) No flow in excess of the quantity permitted herein, 54,360 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. [ISA NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater coilection 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 021.0104; G.S 143-215.1(d,3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; I SA 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 Pertnitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials, unless specifically mentioned herein [15A NCAC
02T.OTIO]
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 telemetrysystem 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
documented.
g.
A general observation of the entire sewer system shall be conducted at least once per year.
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 §1.43-2.1.5.1C,
h. A Grease Control Program is in place as follows:
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.
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.
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.
1. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility,
Documentation shali 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 Perm ittee 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
Page 5 of 8

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 Emergen.cy 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. IG.S, 143-
21.5.1C(a1)1
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, [1.5.A NCAC 02T.0108(b)j
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 he considered a violation of the permit and shall subject the Permitter 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) ofthe wastewater collection system, extension. Final record drawings should be
clear on the plans or on digital media (CD or iDVD 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, kvet 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
ti.meframes, 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 S% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

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 constniction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .011.6]
1.0. 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 Pennittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §1.43-215.6C, 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 02'T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Pennittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[1.5A NCAC 02T .0110; 15A NCAC 021' .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
mks, 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 maybe 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: CONCORD RIDGE APARTMENTS, LLC.
PERMIT #: WQ0038308
PROJECT: CONCORD RIDGE APARTMENTS
ISSUE DATE: FEBRUARY 23, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERM TTEE'S CERTIFICATION
1, 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
desigm'con.struction information to the Permittee, and the Pei mittee is prepared to operate & maintain the
wastewater collection. system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
1, , as a duly registered Professional E&ineer in the State ofNorth Carolina.,
having been authorized to observe (0 periodically, 11 weekly, LJ FuJi tirne) the constniction 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 Desip. 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 Professi.on.al. Engineer's Seal w/signature & date:
ri Final E] Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

STATE OF NORTH CAROLINA
COUNTY OF Cabarrus
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this Ninth day of
December , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Concord Ridge Apartments, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Cabarrus County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Concord Ridge Apartments (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 pursuantto G.S. I 43-
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 fUnit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws 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 follows1. :
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 pennit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the narne
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.
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
DEVELOPERS successor.
FORM: DEV 08-13 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.
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 VO-IEREOF, 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 Concord Ridge Apartments, LLC
MANAGEMENT COMMISSION
. Jay Zimmerrn ,
Director, Division of Water Resources
Name of DEVELOPER
By;
(Signature)
Member/Mana er
Print Name and Title
12/09/2015
(Date)
FORM: DEV 08- 3
Page 2 of 2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerlPerrnittee:
la Concord Ridge Apartments, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
E,„ 1 b. Mara Maynard Manager
Signing Official Name and Title (Please review
lc. The legal entity who will own this system is:
Individual 0 Federal ❑ Municipality Q Sta
0 'id. 10 South Cardinal Drive
Mailing Address
NC
State
h. 910-251-5030 li. t 1f3-2
Telephone Facsimile
Project (Facility) Information:
2a. Concord Ridge Apartments
Brief Project Name (perm'
3 Contact Person:
Q 3a Matt Lowder, PE — Project Engineer
Name and Affiliation of Someone Who Can Answer
Application Number:.
(to be completed by DWR)
A NCAC 2T .0106 (b) for authorized signing officia
County © Private Partnership Corporation
ington
3b, 919-553-6570
Phone Number
Project is
ons Abo
City
2.8403
Zip Code
[e-mail]
E-mail
ed
[e-mail]
E-mail
New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is D Public (skip to Item B(3))
Private (go to Item 2(a))
If private, applicant will be:
O Retaining Ownership (i.e, store, church„ sing office, etc.) o
® Leasing units (lots, townhomes, etc. - skip to Item B(3))
O Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
City of Concord
Owner of Wastewater Treatment Facility (WWiF) Treating Wastewater From This Project
4a. RockyRiver Wastewater Treatment Facility
Name of WWTF
Cit of Concord sb. 8 Gravity
Owner of Downstream Sewer Receiving Sewer Size Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
❑ School
O Restaurant
0 Office
4b. NC0036269
F Permit No,
5c.
Permit of Downstrea
❑ Retail (Stores, shopping centers)
0 Institution
Hospital
0 Church
Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or termitted for this particular project' 54,360
`Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
Sewer (instruction F
100% Domestic/Commercial
% Industrial
(Attach Descripti
O Pump Station, Outtall or Interceptor Line where flow will be permitted in subsequent pe
❑ Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
Other
(Attach Descri
gallons per day
n
ion) _1
that connect to this line
FTA. 10-14 APPLICATION Page 4 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for,
the value in item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use,
data in accordance with 15A NCAC 2T .0114 (f).
86-1br units©120gpdibr=10,320gpd + 120-2br units©120gpdibr=28,800gpd + 34-3br
units©120gpdibr=12,240gpd + 1 amenity area @300 patrons @ 10gpd/person = 3000gpd 54,360gpd total
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
, New Gravity or Additional
Size (inches) Length (feet)
Force Main
6" 2180 Gravity
8" 830 Gravity
i_. 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
0
Longitude: Latitude:
Z
0
i— Design Flow
, Operational Point 1 - Power Reliability Option
4:t (MGD)
GPM @TDH permanent generator w/ATS; I Force Main Size Force Main Length
2 - portable generator w/NITS
CO
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH
1 - permanent generator w/ATS; Force Main Size Force Main Length
@2- portable generator w/MTS
12, Will the wastewater flow in the proposed sewer in
pump
n
ble to
directed to another treatment facility?
'D Yes j No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to 5,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
EA Yes DNo
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ETA 10-14 APPLICATION Page 5 of 6

•
14 Have tile followingtaermitsicedifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes El No N/A
Sedimentation and Erosion Control Plan? Yes No Ei N/A
Trout Buffer Waiver? El Yes Ej No N/A
Stormwater? Yes LI No ED N/A
15, Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hi h orioritv and must be checked once every six months
Check if Yes: 0 and provide details:
1 a
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
Mark Maynard, attest that this application for Concord Ridge Apartments has been reviewed by me and is accurate
and complete to the best of my knowledge. 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. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application 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.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
/, Matthew Lowder ,attest that this application for Concord Ridge Apartments has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, 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
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 NC General Statutes 143-215,6A and 143-215,6P, any person who knowingly makes
any false statement, representation, or certification in any application 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.
2a. Matthew Lowder, PE
Professional Engineer Name
2b. Triahgle Sae Desian,PLLC
Engineering Firm
2c. 4006 Barrett Drive, Suite 203
Mailing Address
2d Raleigh
City
2g. 919-55 2h. n/a
Telephone
Facsimile
2e, NC 2f 27609
State Zip
2i. mtowcier(VrianglesitedesiRn,com
E-mail
FTA 10-14 APPLICATION
Page 6 of 6

Er"LIIUN ITPCF TK:
OVERALL
lhIn' PLAN

13•"7 4
Coddle Creek
f1€sfur6 sin: From a paint O. mile
trn trearn of N.G Hwy.
73 to Rocky River
Ivor Plan„:. Yadkin Gee -flee
phut dom tipre fnfo
4

North Caro
Department af the 'State
�t d bitity Company
SOSID 444385
Date Filed: 111 f tl t5 2:41:0,0 PN
Elaine . Marshall
North Carolina Secretary of State
1531 00344
AN E ENT OF Altrici OF ORGANIZATION
ERS LANDING
aa APARTMENTSEC
8 1444385
Purse trt to§57D-2-22 Statutes Ntrr°i " Carob' undersigned iimitcd
liability company lher f =° tr it t dilo i g Articlest f°Amendr at fcrr t + purpose of
rrrr"endingitArticles of Orgill,'
This t
The text
f the 1i it d ii iifty company i
SETTE
'DING
AP, ENTS
addle trttiolated is
Pan raph I r rrrr rd d ro
t r r caf" the Brit t
APARTMS L Y:
radmt was dui. 'Wog
company.
These .rt i will be
9i day of r: 201 .
)rp
y
CO: CO
by the ous vote of the
trpot
SETLRS L NG APARTMEN
ltrnit d

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1444385
Date Filed: .5/7/2015 1:07:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2015 127 00289
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability oompany,
The name of the limited liability company is: Settlers Landing Apartments LLC
(See item iof the Instructions for approprinte entity design:Mon)
2. The name and address of each person executing these articles of organization is as follows: (State
whether each person is executing these articles of organization in the capacity of a mentber, organizer
or both. Note: This document must be signed by all persons listed.)
David G. Martin, Organizer
clo Smith Moore Leatherwood
300 N. 3rd Street, Suite 301
Wilmington, NC 28401
3. The name of the initial registered agent is: Robert J. Hollis
4, The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 10 South Cardinal Drive
City Wilmington county: New Hanover
State: NC zip Code: 28403
5. The mailing address, if daerent from. the street address, of the initial registered agent office is:
Number and Street
City State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a limited liability company has a principal °trice.
The principal office telephone number; 910-251-5030
The street address and county of the principal office of the limited liability company is:
Number and Street 10 South Cardinal Drive
cityWilMingEOn State: NC
Zi. C
e: 28403
County: New Hanover
CORPORATIONS DIVISION PS), Box 29622 RALEIGH, NC 27626-0622
(Revised January Mit) 1 (Form I.-01)

!IIPr
The mailing address, if different from the street address, of the principal office of the company is,
Number and Street
City State; Zip Code; County:
b. The limited liability company does not have a principal ofee.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
•
•
8. (Optional): Please provide a business e-tr ail address,
Privacy Redaction
The Secretary of State's Office gill e-mail the business automatically at the address provided above at no
cost when a document is filed. The e-mail provided will not be viewable on the website. For more
information on why this service is offered, please see the instructions for this document.
These articles will be effective upon filing, unless a future date is specified;
This is the 7th day of MaY , 20 15_
Signature
David G. Martin, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
St atur
Type and Print. Name aril Title
Signature
Type and Print Name and Title
i,gna'ture Signature
NOT
1.
Type and Print Name and Title
Type and Print Narrte and Title
g fee is i 25. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
('Revised January 2014)
Box 29622
2
RALEIGH, NC 27626-0622
(Farm L-01)

RTH CAIOL1NA
Hlgh Performance Living
L111111111111111111111111.1111
Concord Ridge Apartments, LLC
Mr. Mark Maynard, Manager
10 South Cardinal Drive
Wilmington, NC 28403
[e-mail]
P) 910-251-5030
85C Warren C Oolere Blvd, Pk), b 3O8 Conco& NC 28026-www,,coricordrc..,gov
February 17, 2016
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Concord Ridge Apartments Private Sewer Extension
City of Concord Project # 2015-033
Receipt Date: February 16, 2016 (WSACC Response)
Engineering Plan Seal Date: December 8, 2015
WSACC Rocky River WWTP —NC0036269
City of Concord, Cabarrus Coun , North Carolina
Dear Mr. lvfaynard:
This letter is to confirm that on December 14, 2015, our office received the Concord Ridge
Apartments Private Sewer Extension engineering plans and specifications, a digital copy of the
engineering plans, and private wastewater collection system application, as prepared and sealed by
Matthew E. Lowder, NCPE, with Triangle Site Design, PLLC, for the privately operated wastewater
collection system extension consisting of approximately 830 linear feet of 8-inch sanitary sewer, 2,180
linear feet of 6-inch sanitary sewer, with manholes and other appurtenances to serve 86 one -bedroom
units, 120 two -bedroom units, 34 three -bedroom units, and one amenity center with a 300 patron
capacity, located off Pitts School Rd,, with a wastewater discharge of 54,360 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 54,360 GPD, based on the inforniation indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, andior calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
rN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
Engineering
Phone [phone] • Fax (7M) 786-4521

!Pr
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVTEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project must be obtained and copies must be presented on site
prior to commencement of the work,
IMPORTANT: The Concord Ridge Apartments, LLC, must submit a copy of the NCDENR-
Division of Water Quality, Non -Discharge approval letter and authorization to construct permit and a
copy of the engineer's final certifieation to the City of Concord prior to interconnection with the City of
Concord's public wastewater collection s-ystem. The City of Concord must be present to observe the
connection of this private system, in order to meet the Standard Specifications for Wastewater Collection
and Water Distribution for Caban-us County. Contact Sean Radford, Construction Supervisor, at 982-
521-8455, at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A
NCAC 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable. This does not constitute an acceptance of any part of the, project that
does not meet North Carolina Administrative Code Title 15A 02T.0300,. as applicable. 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 facilities, and/or referral of the North Carolina -
licensed Professional Engineer to the licensing board,
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easement/rights-of.way,
The Concord Ridge Apartments, LLC, will be responsible for complying with the regulatory
requirements in accordance with North Carolina Administrative Code Title 15A 02T.0300, the
maintenance and operation of the private wastewater collection system, and obtaining the required permit
approvals associated with the private wastewater collection system. Please review this section of the
Administrative Code prior to submitting your application to the State, If the permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies,
After the private wastewater eollection system has been constructed and prior to water service
activation, the Concord Ridge Apartments, LLC, must complete the NCDENR DWQ regulatory
requirements in accordance with North Carolina Administrative Code 15A NCAC 2T for final approval
and the Concord Ridge Apartments, LLC's engineer must certify that the private wastewater collection
system has been installed in accordance with North Carolina Administrative Code 15A NCAC 2T. A

copy ty the engiriect s certifications, private systetnappr t ieand
ences, as applict
Sincerely,
City of Concord
utast be ubmitt d to the City of Concord,
. sue Hyde, P
Director of `ngin rirn,
Aft
Sincerely,
City of Concord
hunts;
Date
gm ng
Water .o
C. SACC Approv41'1otter dated 2/8t2o16
1 d7 signed by Sae M. Hyde on 212/201
1 -10 signed by Timothy R. Kiser on 2f /2t116
Praid 015-033
0
,1 d
4006 Barren Drive, Sri'
Raloigh, NC 27609
m1 wdnn 'anglositedesi a.n
P) 1- -67

ISO 14001:2004 NC Star lic Sctor
W. Brian Hiatt
City Manager
City ofConcord
P. 0,, Box 308
Concord, NC 280264)308
February 8, 2016
Subject; Flow Acceptance Request - City of Concord
Concord Ridge Apartments Private Sewer Extension
Dear Mr Hiatt:
WATER & SEWER AUTHORRY
OF CABARRUS COUNTY
(Alice; 2,32 Davidson. Hwy,
Concord, NC 25,027
maU tc: PO, 6;ox 428
Conccvd,, NC 28026-0428
1781 704.79,61564
WWW. W.S.aCt Cg'g
This is an approval of the flow acceptance request that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on February 3, 2016. WSACC has or will have capacity at
the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat
the domestic wastewater from the proposed project entitled Concord Ridge Apartments Private Sewer Extension.
The referenced project will serve apartments with 86 one -bedroom units, 120 two -bedroom units, 34 three -
bedroom units, and an amenity center with a 300-person capacity, with a projected total wastewater flow of
54,360 gallons per day (gpd). The wastewater generated by this project will be conveyed through a proposed 6-
inch and 8-inch gravity system, through an existing 8-inch gravity system, and then enter WSACC's system at the
existing 36-inch Coddle Creek Interceptor, WSACC agrees to accept wastewater from the proposed development
based on information provided by Triangle Site Design, PLLC (Civil Engineer for the project) using North
Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 2006,
funding Capital Projects entirely from. Capital Reserves., and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. At this time there are no scheduled upgrades in
the current six year CIP to WSACC facilities located downstream of this proposed project. It should be noted
that the list and schedule of CIP projects are tentative and are revised periodically to .reflect changing conditions
and needs,
If construction of this project is not stalled vvithin two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated,
If you have any questions, please call me at [phone], extension 224,
Since
Timothy R Xiser, P.E.
Engineering Director
cc; Sherri More/Concord
Matthew E. Lowder, PE/Thangle Site Design, PLLC
Michael Wilson/WSACC
Chad 'Voneannon, PE/WSACC
Mark Loma0A/SACC
Thomas Hahn, PE/WSACC

Division of Water Resources
(WSACC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -01/14)
E ONLY) Concord Ridge Apartments Private Sewer Ex
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow notyet tributary to the WWTP MGD 1.364
26.500
WWI?, facility% actual avg daily flow, MGD 16.88 (63.70% of permit)
Total flow for thiLtpecific request, MGD
Total actual and obligated flows to thc facilitv, MGD
Percent of permitted flow used
0.054
18.298
69X).5%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Stallion rnm Cpcity
(Nom or Number) MGD
I
.wer Rocky River PS 37.01X1
CA)
s Average Daily Flow "
(Ferett!p0
MGD
14,800
OD (C) (D) (B+C}
Amin( Current Ohnicd, Noe Ygi Trawl Current Flow , Av,itabie
Average Daily Flow Tributary Daily Flew P1UFlue Dbligaiett Flow 4401,4.*
MCD NUM MGD I G
1.341
O5I 3749
„„—
Tibt Ann Capacity of any pump station k defined as the maximum pumped flow that can be achieved with the largest pump taken out of servke,
"Design Average Daily Flaw to the firm capacity of the pomp station divided hya peaking factor not less then Z.
A Planning Assessment' Addendum shall be attached for each pump station located between the project connection point and the WWII' where Available Capacity lw < 0,
Section HT WSACC Certification Statement:
I, Timoft R, Kiser, PE., certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer
overflows or overburden on any downstream pump station in 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 Section I and Section II plus all attached planning
assessment ad ndums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signet ind" eptance of this wastewater flow,
WSACC gifficial Signature
Date
Revision Date 0009/13

State of North Carolina
Department of Environment and Natural Resources
itlltt Division of Water Resources
Plow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE - O1/14)
(JURISDICTI:ON USE ONLY)
Concord Ridge Apartments Private Sewer Extension -Project #20IS-033
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord ©City of Kannapolis
DCharlotte Mecklenburg Utilities
Project Title, Description, and Number of LotsfUntt:
Project Title: Concord 1 Idge Ap rtrpent Privaie'$eryep Ixte islort—Proieet #2015-033
Description: i a d c in l
Town of Harrisburg (Town of Mt. Pleasant
ntlty of flow that will be discharged? 2.36d
Dolat+sstic im is © Co
o/a
EI industrial
Section 1- List the Jurisdiction's pump stations located between the project yet nneotion point and ti e SACC
Interceptor connection p
Pump Station
(Name or Number)
Firm Capacity
MG»
nleg Assessment Addendum
(A)
rage Doily' Flow r^
(Phm/pfj
MGD
Apprax, t tanein
Avrarage Doily Flow
MCI)
defined as Like mosfmum punrpod tt that cart be aoiilavrii vlt the la
parity of the pump station divided by a peaking factor net test than 2.5.
ba altaeited for each pump statism located between
Section. II. Jurisdiction s Certification Statement:
( )(a+C)
T©lel Current Flow
Plus Obligated Ptow
MGD
pump token out sr servle .
section point and th
�A-D)
Available
Capacity'*
MGD
where Avnllabl+r Capacity ism il,
M.. Suer IY¢e,' , certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permittedin this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project
is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in
route to the receiving WSACC interceptor 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 Section 1 plus all
attached planning assessment addendurns for which, to the best of my knowledge, will not adversely affect the downstream
sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
1
isdiction °s Signing Official Signature
Dale
!•
Revision bate: O8/09/I 3

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER ANI) SEWER AUTHORITY OF CABARRLIS COUNTY
Jurisdiction Requesting Flow Acceptance: Bate: Jan
City of Concord ©City of Kannapolis 'gown of Harrisburg Town ofi�
DCharlone Mecklenburg Utilities
Project Title, Description, and Numb
Project Title: o rtrr
Description;
Cppcort
tt
ysterq ex(e
io
0
Where will the new line be connected:
© Directly into a WSACC interceptor
Into the Jurisdiction's existing collection system
Into a private Zinc
ation of the tie-in line to which the new sewer 1in+e will connect: -�
sitsion will tie-in to
rarti ary ewep vs i ►n, which exttnds >4 the 3 s.jo j rvC WSACC middle Coddle Creek in;e
n$ o
ry 26, 2016
Pleasant
CC Interceptor will the flow ultimately be discharged into: ate° V
Ions, and soeciftcatiops,
th r'
miry sewer. 2.18Q_ linear
d
What is the WSACC manhole number that the flow will be discharged into? 11- Nock 0 j 57I
What is the quantity of flow that will be discharged? 5,4.3 p GPD
Flow type;
Domestic Le 0 Commercial
Na tne of wastewater treatment facility (WWTF) receiving wastewater:
ocky River Wastewater Treatment Facility — Permit #NC0036269
uddy Creek Wastewater Treatment Facility — Permit t#NC0081621
Design drawings of new lines will be submitted to WSACC with the request for aptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastruetttre.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided,
Mark Lomax al 704-786.1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion
�J construction is not storied within two (2) year from the date of approval of the flow acceptance for this protect, the
approval Is rescinded and a second request and approval will be required for the project.
0 industrial
its. 120 ,two•bedrooni
with a
ACC USE ONLV;
Current sewer model shows a
Approved '—
Current Sewer lvlodei shows;
TAN, to ey) AT.
AT
as ben surcharged south of the manhot
Not Approved
question.

cheic Het,.`o'
Vie lgoruuraadnt P l nt s Fee tiereforiptitreeffore Fen a lire-Rtataulate nnual F`Sedart ttt
AiSendertififeeitotes n
Corporate Names
task.
Status:
Annual Report
Citizenship:
Date Fore -Roe
Fiscal Muth.
State tatlac:Ar o
Reg'ist red gent:
Carprfir
Print
Reg Office'
Reg Mall.
Ctt' l;aat"i
ail Ls are enerrogor
eArldiretain
Page I
Account
Login
Register

Permit Number WQ003830
Central Files: APS SWP
2/23/2016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori,tuvia
Coastal SWRuIe
Permitted Flow
54,360
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1,00 Individual
Permit Contact Affiliation
Facility Name
Concord Ridge Apartments
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Cabarrus
Owner Name
Concord Ridge Apartments LLC
DatesiEvents
Owner Type
Non -Government
Owner Affiliation
Mark Maynard
10 ,S Cardinal Dr
Wilmington
NC 28403
Orig Issue
2123/2016
App Received
2119/2016
Regulated Activities
Draft initiated
Scheduled
Issuance
Apartment complex
Condominium
Wastewater collection
duffel,
Public Notice Issue Effective
2/23/2016 2/23/2016
Requested /Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin

Water Resources
ENVIRONMENTAL QUALITY
November 7, 2016
Mr. Mark Maynard, Manager
Concord Ridge Apartments, LLC.
10 South Cardinal Drive
Wlmington, NC 28403
SUBJECT: Final Engineering Certification Acknowledgement
Concord Ridge Apartments
Permit No. WQ0038308
Permitee: Concord Ridge Apartments, LLC.
County: Cabarrus
PAT MCCRORY
Govrnor
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
Lttrdor
Dear Mr. Maynard:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 11/3/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/webiwq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuviar(-)2 nedenr.gov.
cc: Central Files
MRO
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
State of North Carolina Ennitonatentet Quality I Water Resources
610 E Center Avenue, Suee 301, Mooresville, NC 28115
Phone: [phone] \Internet onvw.ncdont.gou

FAST TRACK SEWER ENGINEERING CERTIFICATION
!IPrPERMITTEE: CONCORD RIDGE APARTMENTS, LLC.
PERMIT #: WQ0038308
PROJECT: CONCORD RIDGE APARTMENTS
ISSUE DATE: FEBRUARY 23, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, lt should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer,
Any wastewater flow made tributaryto 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 alt partial certifications up
until a final certification is received by the Division. A Final Certification shall he a complete set of
record drawings and design calculations regardless ofwhether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Perm ittee, 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 e Permittee is prepared to operate & maintain the
wastewater collection system permitted h
/If ; t ift?,,) ai
Printed Name, Title
ENGINEER'S CERTIFICA •ON
1, as a „redo] gistered Professional En ineer in the State of North Carolina,
having been authorized to observe (U/periodieally„ El weekly, U full time) the construction of the
project name and location as referenced above for the above 'Permittee hereby state that, to the hest 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; ISA 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 Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal \Ai/signature & date:
Final El Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
CAR()
SEAL
2443
P
G
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Transmittal
Date, November 2, 201.6
Project. Name Concord Ridge Apartments Concord, NC
To: NCDENR
Job Number:
Water Quality Regional Operations Section
610 E. Center Ave_. Suite 301
Mooresville, NC 28115
704-663-1699
4004 i'iarrett t)ric.
Ralci f h,. Nortlt Caro
'FEL (919) 553- '7
0040# 4
27609
We area venthn these f
Mail
Ot
We are serich'rrJ) o
© Attached
© Shop drawings
E] Other
Copies Date
IJPS 0 Hand Delivers
E Under separate cov r via
PrintsTlans © Samples EJ
Descr ption
FINAL: Fast Track Sewer Engineering Ce
FINAL: Concord Ridge Record. Drawings
f'heJo1fot'ingg items:
Change Orden:
These are transmit' e*ci as checkedbelow:
For your use ED Approved as sE' Resubmit © Copies for approval
As requested 0 Approved as noted d °submit © Copies for disaributiott
For review and comment ® Returned for corrections Q Return 0 CotTee_ted prints
Remarks:
Copy to:
Signed:

PAT MCCRORY
DONALD R. VAN DER 'VAART
S. JAY ZIMMERMAN
Water kesow-ces
EN vIRONSIENT 00 ALr(Y
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 11/7/2016
Project Name: Concord Ridge Apartments
WQ#: WQ0038308
1) As -built has been signed, sealed, and dated by an N.C. PE X.4 Yes No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). 1 Yes 0 No Ej N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T,0305(h)). 0 Yes I No Z N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). fl Yes El No N/A
If no, a variance approval is required per the requirements of I5A NCAC 02T.0105(b)
,7 Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) E Yes
If Yes, insure that the permit contains the necessary condition related to high priority lines ISA
NCAC 02T.0403 (aX5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original length of pipe — As built length / Original length) < 10%.
If no application need to be modified
Yes 0 No
State of North CarolinaEnvironmental Quality! Water Resources Water Quality Regional Operations
Mooresville Reinonal Office 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1699

Water Resources
ENVIRONMENTAL QUALITY
March 29, 2017
Mr. Mark Maynard, Manager
Concord Ridge Apartments, LLC.
10 South Cardinal Drive
Wilmington, NC 28403
SUBJECT: Final Engineering Certification Acknowledgement
Concord Ridge Apartments, LLC.
Permit No. WQ0038308
Permitee: Concord Ridge Apartments
County: Cabarrus
Dear Mr. Maynard:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 3/28/2017. Enclosed
is a certification page for your records, A full. review of the certification materials may or may not
be conducted. it is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portaLnedenr.qmlweb/wq/swp/ps/es/p:noc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at (704) 235-21.90, or at
or(.'uviaftilnedenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr, Matt Lowder P.E. (E-copy)
Central Files
MRO
SCte of North Caro ity j Water Resources
610 E. Center lwem e, Suite.. 301, Maoreswlle, NC 281'15
Pt, re: 70 S03 16919 i rwrpat: ws+ttv'x.denr.gov

FAST TRACK SEWER ENGINEERING CERTIFI ATION
PERMI I I EE: CONCORD RIDGE APARTMENTS, LLC.
PERMIT #: WQ0038308
PROJECT: CONCORD RIDGE APARTMENTS
ISSUE DATE: FEBRUARY 23, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 Pemiittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERM ITEEISCERTIFICATION
1, 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 systern permitted herein or portions thereof.
Mark Maynard, Co -Director
3/26/17
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
f, , as a dutyregislered Pm lona! Fo ineer in the State of North Carolina,
having beea authorted to observe ( periodically,weekly , 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, 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:
Lariat D Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Water Resouv,:c'„
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 3/28/17
Project Name: Concord Ridge Apartments
WQ#: WQ00383088
As -built has been signed, sealed, and dated by an N.C, PE
Yes fl No
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY Z
ERMAN
Director
Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manhole's shall be installed: at the end of each line, at all changes in
grade, size, or alignment„ at .all intersections., and at distances not greater than 425 feet, minimum
diatneter of manholes shall be 4 feet (48 inches). Yes, No N/A
Adequate information related to pump stations:
Ensure power reliability option is selected (15A 'NCAC 02T.0305(1)). Yes
A
3) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). L Yes El No N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T,0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
4) Project contains high priority lines (15.A NCAC 02T .0402(2)) L.
Yes 21 No
If Yes, insure that the permlt contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
Is the Sewer As -built length within. 10% of the fast track applied Length?
( I Original length of pipe — As built length / Original length) < 10%. Yes No
If no application need to be modified
State of North Carolina Environmental Quality- Water Resources 1 Water Quality Regional Operations
Mooresville R.egional Office 610 UlmCenter Avenue, Suite 301 1 Mooresville, North Carolina 21$115.
794 663 1699