WQ0040335_Regional Office Historical File Pre 2018

s'
FILE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Water Resources
Environmental Quality Interim Director
Mr. T. Kevin Connelly, Director
Cedarwood Pointe, LP
125 Old Chapin Road
Lexington, SC 29072
Dear Mr. Connelly:
LINDA CULPEPPER
October 10, 2018
Subject: Permit No. WQ0040335
Cedarwood Pointe, LP
Cedarwood Pointe
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received October 3, 2018, we are forwarding herewith Permit No.
WQ0040335 dated October 10, 2018, to Cedarwood Pointe, LP (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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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.
—Notftitug om ores
State of North Carolina I Environmental Quality Water Resources Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 23115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at (704) 2B5-2143
or via e-mail at [e-mail].
Sincerely,
rDocuSigned by:
A4444441 H pa
F161FB69A2D84A3... for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian D. Smith, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
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
Cedarwood Pointe, LP
Mecklenburg County
for the construction and operation of approximately 406 linear feet of 8-inch gravity sewer to serve 72
apartment units and an office as part of the Cedarwood Pointe project, and the discharge of 9,770 gallons
per day of collected domestic wastewater into the Charlotte Water and Water and Sewer Authority of
Cabarrus County existing sewerage systems, pursuant to the application received October 3, 2018, 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.
oocuSigned by:
A444c4► H P4044
for
F 161 FB69A2D64A3...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040335
Permit Issued: October 10, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Cedarwood Pointe, LP 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 Water and Sewer Authority of
Cabarrus County Rocky River Wastewater Treatment Plant 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
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, 9,770 gallons per day, 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)]
2. This permit shall become voidable unless the agreement between Cedarwood Pointe, LP and
Charlotte Water and Water and Sewer Authority of Cabarrus County for the collection and final
treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)1
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 §143-2.15.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]2
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
4

supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, 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 027.0110]
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 .01101
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)1:
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.
5

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
pornnitteeorits representative.
1 Grease education materials shall be distributed more often than required in Parts (1)and (I)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system,
5, The PennitteeshaU report bytelephone to awater resources staff member atthe 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
ofadequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreokage'etc.;or
b. Any 5SOand/or spill over 1,O00gallons; or
c, Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (800) 8S8'0368or(919)733-3300.
Persons reporting any *fthe above occurrences shall file a spill report by completing and submitting
Part | of Form CS-S3O (or the most current Division approved form) within five days following first
knowledge mfthe occurrence. This report must outline the act�onstaken orproposed tobetaken to
ensure that the problem does not recur. Part Ito( Form [S-SSO(or the most current D8v�simnapproved
form) can also be completed to show that zheS30 was beyond control, [G.S. 143-215.1[(a7)]
6. Construction ofthe gravity sewers, pump stations, and force mains shall bmscheduled soasnot oo
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters mfthe State. [15Am[4[OZT.O1O8(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 tuthe address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided asapplicable. 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 bissued tooprivate entity with anOperational Agreement, then ecopy 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.
6

A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, 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 greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, 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
7

Cano|ina-Gcenscd Prmf saionaV En@jneer to the licensing board. [15ANCACO2T .0104; 15A NCACOZT
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, inctuding those
as may be required by this Division, such as the construction of additional or replacement facilities,
[15ANCA[02T.01I0; 15Am[A[02T.0I08(b)]
1I.The issuance mfthis permit shall not exempt the Permbteefrom complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federai, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S.l4}'

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Cedarwood Pointe, LP
PERMIT #: WQ0040335
PROJECT: Cedarwood Pointe
ISSUE DATE: October 10, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to 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
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (n periodically, n weekly, L 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:
❑ 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 Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

STAVE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No. vim' e7 o `t
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Cedarwood Pointe, LP , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
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 beknown
as Cedarwood Pointe (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 (Unit 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 andrepair.
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 andlaw,
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 andDeclaration.
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.
r:r1r)A.r. r1rtr 1 1 1"7 n___ i _r^

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 mayrequire 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 apermit.
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
MCOMMISSION
Linda Culpepper
Interim Director, Division of Water Resources
tU . W
Cedarwood Pointe, LP
Name of DEVELOPER
(Signature)
VI/0 C_Olu5"L
Print Name and Title
zg -7 7
(Date) (Date)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 -- FA T TRACK aE VER SYSTEM EXTENSION APPLICATION
I T.A 04-16 84 SUPPORTING 't► OCUM ENTATION
Application Number:
All items must be compkt d or the application wiH be returned
APPLICANT" INCH"ORMATiON:
}
Applicant's name: Cedj rood Pointe„,t' (company, municipality, TIOA. utility, etc.)
Applicant type: ltadividuttl 0 Corporation ® General Partnership 0. Privately -Owned. Public Utility
1 ederal State/County [3 Municipal Other
Signature rtuthority's name:: T. KevinConnelly per I'A NC AC', (?21 011)0(.hj
Title: Director
Applicant's malting address: 125O1d Chapin Road.
D! y
City: Lexington State: SC Zip: 29072-
5, Appl'icant's contact information:
Phone number: [phone] Email Address: tke ct:?tonnell rtaldcrs.cam
M: 803.513,1056
'PROJECT INFORMATION:
I, Protect name: C'edarwood Pointe
2. Application/Project status: ® Proposed (New Permit) p Existing PernritProject
Ifa modification, provide the eexistmg permit number: WQ00 and issued dater
Knew construction but part of a master plan, provide the existing permit number: WQOQ
3. C'ounty where project is located: Mecklenburg
4,, Approximate Coordinates (Decimal Degrees): I atitudc .2?" Lc rtgitudc: - 0.68
5. Parcel iD (if applicable): 1 11-1,43-03,Cy4,05
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer i3r to I.,Smith Iacetase Numbct 2,7.4 (1
Firm: Urban Design Partners
Mailing address: 1318-c(i„C"entral Aveoue
City: Charlotte State: NC` Zip: 2E8205-
Phone number: (704) 33.4-3303 I:inail Address: brianAnrbandesil!npartilers.c.orn
W. WASTEWATER. TREATMENT FACIIJTY (WWTF) INFORMATION:
la Facility Name. Rocky River Permit Number: NC0Q36269
Owner Name: WSACC Cabarrus County
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Numbcr(s): WQ_ Downstream (Receiving) Sewer Size:
System Wide Collection System Permit Numbers) (i applicable): W'QCS_m,
Owner Name(s-):
FORM: FTA 04-16
Page 1 of 5

GENERAL REQUIREMENTS
1, Utile Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Nccessityhecn attached?
Ej Yes IllNo N/A
2. tithe Applicant is a Developer of lots to be sold, has a 1)cy,c1,9m6,Qagra0(mal „AgreetnentIFORMLDEyi been attached?
El Yes ON°, ZNIA
3. lithe Applicant is a Hotne/Proetw OwnersAssociation has an Operatiottal ,AgreementjFOR1 11()Al'been attached?
E Yes EjNo NIA
4. Origin of wastewater. (check all that apply):
El] Residential Owned.
Residential Leased
LIJ School / preschool / day care
LII Food and drink facilities
tIj Businesses / offices/factories
11 Retail (stores, centers, malls)
Lil Retail with food preparation/service
El Medical / clental / veterinary facilities
El Church
El Nursing Home
5, Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial („Sse„1.521_N( i),ILNI,(1199.))
Is Mere a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01140)?
If yes, provides copy of flow reduction approval letter
7 Summarize wastewater generated by project:
Establishment Type (see 02T.)114(f))
Apartments
Yes
Daily Design Flow
135 gal/clay/unit
Office 25 gal/day/employee
gal/
Lli Car Wash
El Hotel and/or Motels
• Swimming Pool /Clubhouse
LIJ Swirtuning Pool/Filter Backwash
• Other (Explain in .Attachment)
'Yes
No
No
No, of Units
72 9720 GPD
2 50 GPD
GPD
GPD
GPD
GPD
Total 9770 (3P1)
a See I 5,A NCAC 02T .01 141171,1d) (call anctica:2,) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling: proposed unknown non-residential development uses: public access facilities located near high public use
areas: and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in (3,5,42A74).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NICAC_0211.,0l 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns. and other measured data,
8. Wastewater generated by project: 27 GPD (per 1:t1A,N(2,A(1:(12I01,14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will bc permitted in subsequent permits that connect to this line
1111 Flow has already' been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
El Other :Explain):
FORM: FTA 04- 6
Page 2 of 5

t avlt► S
GRAVITY SEWER DESIGN CRITERIA (If Applicable
1. Summarize gravi
o be permitted:
Size (inches)
Length (feet)
406
Material
PVC
Section 1l & lit of the MDC for Permitting of Gravity Sewers contains information related to design. crit
Section 111 contains information related to minimum slopes for gravity smer(s)
Oversizing tines to meet minimum slope requirement is not allowed and a violation of the ME)C
PUMP STATION DESIGN CRITERIA (if Applicable) — 02T ,03O & ,MDC (Pump Stations/Force Mairlsl:
COMPLETE FOR EACH PUMP STATION INCLUDED iN THIS PROJECT
1. Pump station number or name;
Approximate. Coordinates (Decimal Degrees): 1_,atitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational points) of the pump(s) gallons per minute at feet total dynamic hcad (TDi-t)
5, Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) la)
6. Power rcliabil'ity Ira accordance with 15A NCAC 02T 030S(h ft1.a
E] Standby power source or pump rvit
Required for all pump stations wit1
Must be permanent to facility
Or ifthe pump station has an average daily flow less than 1.5,000 gallons per day:
rt►atic activation and telemetry - 15A NCAC 02T .0305(h
erage daily flow greater than or equal to 15,000 gallons per day
0 Portable power source with manual activation, q
_0305(h)(1)(C)
ceptacle and (defile - 15A NCAC' 02T
or
Q Portable pumping unit with plwgged emcrgcucy pump connection and telemetry - 15A NCAC 02T .0305(10(1)( .
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple put►►p stations, an 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, FTA 04-16
Page 3 of 5

SETT
I, Does
15A NCAC
ate
suers at d oth
an (vertical
aitts fltoriz.on
CKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):.
, project comply with all separations found in15.ANCAC 02T 03tlSLt)&(to
f) contains ritinitum separations that shall be provide(
ri ctaac tararnetete.aratin
yes trot 1"sted ae.low (vertical) 24 i
1 « inches
over sesvt:r iiie{lttdit� in benched trr:nchcs) ._...._.__..._.
E. Yes El No
"cal rcc.l<airrred ov"er sewer)
(eclaimed water )irtcs_khorizonta1 - reclaimed over sewer)
*Any private or public water supply source, including any wells,
'lass it impounded reservoirs used as a sdrinkitv water
*waters classified 'WS (except WS-I or WS-V), B, SA, ORW, FIQW , or SB from normal
igh v4ater or tide elevation) and wetlands (see item iX,21
*Airy other sfreain, lake, impoundment, or ground water lowering and surface efrainage
Ai building founda
s
Top slope of club,
s of 2 fe
Drainage systems and "rater°ceptor drains
An's
ols
h grade verttcaa
C. 1( 02yl t):30 (g) contains alternatives where separations in 021
**Stream classifications can be identified using the Division's NC:, Sure
If noncompliance with 02I .030SCt) or (g), see Section X of this application
Rc uiread
10 feet
5 feet
10 feet
of lie achieved.
rssific,tttic�ris Esc
Does the project comply with separation regttirc.ntents for wetlands' (50 feet of selaaration)
See the Division's drat separation regtrireo rats for si0aations where separation cannot'be. meet
No variance is required if the alternative design criteria specified is utilized in design and construe
As built documents should reference the location of area, effected
Does the project comply with all setbacks found m the river basin rules per 15'A NCAC0'13 0200?
This would include Trout Buffered Streams per 15ANCAC 2I3 CI? t2
4, Does the project comply with an individual 404 Permit or any 401 Cecfificatio
Wetland -related permits shall be requested, obtained, and adhered to for p
Information can be obtained from the 40lt' Buffer Pcruirtling Branch
Does project c.ont)aly with 15 y, NC'AC 071IT;()105(c 6) (additional pc
cations)`'
No
© No
impact wetlands or surface waters
Per 15AN(.a.1C 02 ())(}5 ti), directly related environmental perntits or certification appl"cat
been applied for, or have been obtained, issuance of this permit is contingent on issuance of di
sedimentation control plans, stormwater management plans, etc.).
ndent permits
® Yes © No
rag prepared, have
erosion and
Does this project include any sewer collcct.ion lines that are deemed "high -priority""
Per 15A NCAC 02m1 (1402, "high -priority sewer" means "airy aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates flit sewer•.
if yes, "r
size, material, and location
High priority {Ines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitec's individual System -Wide Collection permit.
t°C3RM: l°TA 04-16
Page 4 of 5

X. CERMICAT1ONS:
l , Does the submitted system comply with 1 ti A NCAC 02T, the Mining nrta Design Crite rya fir the Pe. Stations
sand Force plains (latest version), and, the Gravity Sewer 'Minimum D esign Criteria (late, applicable?
® Yes
a
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for .review. A rTaI of the re nest i r u red ri r t s rnittal of theatt Tra k A ticati n and stt ortin
documents,
Professional Engineer's Certification:
Brian D Smith, PE
al Engineer's natue'from Application 1
Cedarwood Pointe
this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design, Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Purnp Stations and Farce Mains (latest version). Although other professionals may have developed certain
portions of this submittal. package, inclusion of these materials under my signature and seal signifies that 1 have reviewed tins
material and have judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6k3, any person who knowingly makes any, false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1.0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T p106(b):
a.pphcation for
(Signature Authority's name pplication
Cedarwood Pointe
has been reviewed by me and is accurate and complete to the hest of my knowledge, 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters of the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a.
condition of this permit be violated, 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with
statement, representation, or c
include a fine not to exceed $10,
tes 143-21.5,6A and 143-215,613, any person who knowingly makes any falsc.
in any application package shall be guilty of a Class 2 misdemeanor, which may
as well as civil penalties up to $25,000 per violation,
FORM: PTA 04-16
Page 5 of 5

CHARLOTTE
WLTER
May 31, 2018
Mr. Matthew Dent
Urban Design Partners
1318-e6 Central Avenue
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CEDARWOOD POINTE
7701 HARRISBURG ROAD, CHARLOTTE NC
CLTWATER TRACKING # 2018499
After analysis of the sanitary sewer associated with the proposed design of project, Cedarwood
Pointe, it was determined that there is sufficient capacity to accommodate the proposed sewer flow
of 9,770 gallons per day (72 apartment units x 135 gpd/unit; 2 employees x 25 gpd/employee) at the
connection point(s) indicated on the submitted utility plan for transmission to the Rocky River
Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works. Please see the attached NCDEQ FTSE forms.
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.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, 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 to construct permits are not obtained and construction has not
started within (2) years of issuance of this flow acceptance, and payment for any service
connections has not been received within 2 ears of issuance of this flow acce tance this flow
acceptance approval shall be rescinded and a new flow acceptance request must be made. If you
have any questions, please do not hesitate to contact Charlotte Water at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
glIP Operated by the City of Charlotte

Division of W*I r Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE—)4/16)
(WSACC USE NL� ., Cedarwood Pointe (Charlotte Water :Project No.
2018499)
Section 1. Nao e of wastewater treatment faciiity (WWTF) receiving wastewater:
Rocky River' Wastewater Treatment Facility Permit #NC0036269
© Muddy Creed. Wastewater Treatment Facility — Permit tiNC0081621
WWTP facility's pertrtitted flow, MGD
Estimated obligated flow not yet tributary to the
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
ctual and obligated flows to the fact"lity, MGI
of permitted flow used
THY
26.500
2,082
17.040 (64.30% of permit)
72.20%
Section II. Pump stations along the route from the Jurisdiction's connection point to the W'v TP.
Isurttft 4ttttiratt
(Name (r"+umber)
eedy Creek PS
Lower Rocky liver P5
A
6.600
7,000 14.,8O0
=nn>'`pt7
MGD
(t3) ;C')
Appra. C'unemu Obhgateei„ Not Yet
Average Doily Flow fl butary Daily Flow
MCI) MCP
I.506
8.290 1.623
(
Itrs Obligate
MCI)
The Firm Capacity of any trump station is defined as the maximum pumped flow that can be achieved with the largest pump takero out of service.
n Average Daily Flow is the Brit capacity of the pump station divided by a peaking factor not Tess than 2.5.
t Adde
Ibeat
acatent between the project connection poi
(E (A D)
Available
Capacity**.
MCI)
TF where Available Capacity
etion 1I1. WSACC Certification Statemen
1, 1. Thomas F1i h ,TE, certify to the best of rnty knowledge that the addition of the volume of wastewater to be petwttet
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
.ows or overburden any down.sueam pump station en route to the receiving treatment plant under normal
given the implementation of the planned improvements identified in the planning assessment where
nalysis has been performed in accordance with local established policies and procedures using the best
data. This certification applies to those items listed above in Section ! and. Section II plus ail attached planning
assessment addendums for which I am the responsible patty. Signature of this form indicates. acceptance of this
wastewater flow.

WSACC
Ms. Barbara Gross
Engineering Assistant
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704,786,1783 • 704.795.1564 Fax
May 2. 2018 www.wsaec.org
Subject: Flow Acceptance Request
Cedarwood Pointe
Charlotte Water Tracking Number 2018499
Dear Ms. Gross:
This is an approval of the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from Charlotte Water on April 18, 2018.
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
Cedarwood Pointe project. This project will include providing sewer service to 72 apartment
units and two employees. As requested by Charlotte Water, WSACC agrees to accept 9,770
gallons per day (gpd) of wastewater from this project. The wastewater generated by this project
will be conveyed through the proposed and existing gravity system, and then enter WSACC's
system at the existing 24-inch McKee Creek Interceptor.
Please note that if construction of this project is not started within 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 228.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer.
cc: Carl Wilson, PE/CMU
Michael Wilson
Tim Kiser, PE
Mark Lomax
Chad VonCannon, PE

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolii ['Town of Harrisburg ❑Town of Mt. PIeasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Cedarwood Pointe, Project# 2018499
Description: The Cedarwood Pointe engineering plans and specifications, as prepared by Matthew Dent with Urban Design
Partners, for the wastewater sewer system to serve Cedarwood Pointe located on Harrisburg Road in Charlotte_NC, with a
wastewater discharge of 9,770 GPD.
What is the quantity of flow that will be discharged? 9,770 GPD
Flow type:
Domestic 100 % ❑ Commercial
%
❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Desigri Average Daily Flow **
(Ficm/pf)
MGD
(F3)
Approx. Current
Avemge Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flaw
MCA
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
*The Firm Capacity army pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a pealing factor uut less than 2.5.
' ***A Planning Assessment Addendum shall be attached for cacti pump station located between the project connection paint and the WWTP where Available Capacity is c 0•
Section II. Jurisdiction's Certification Statement:
I, lieri Cantrell, 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 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 addendums 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.
4.1/7 715
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 03/27/2018
ECity of Concord ['City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Cedarwood Pointe—Proiect #2018499
Description: The Cedarwood Pointe engineering plans and specifications, as prepared by Matthew Dent , with Urban
Design Partners, for the wastewater sewer system to serve Cedarwood Pointe located on Harrisburg Road in Charlotte
NC, with a wastewater discharge of 9,770 GPD.
*Number of Lots: OR *Number of Units: 72 apartment units x 135 gpd/unit; 2 employees x 25
gpd/emnlovee. *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
• Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed sewer system will tie-in
to the existing Charlotte Water 10-inch sanitary sewer main, which extends to the 24-inch DIP material WSACC McKee
Creek Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 24-inch RCP WSACC McKee Creek
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 019305
What is the quantity of flow that will be discharged? 9.770 GPD
Flow type:
▪ Domestic 100 % ❑ Commercial "/o ❑ Industrial
"/o
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility— Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
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 at 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.
If construction is not started within two (2) year front the dale of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
❑ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows:

3" 36' N
355 12` 57 N
Map SeA 1:8,580 rf an A
0
0
Hydrologic Soil Group —Mecklenburg County, North Carolina
,Fe,4
TO 1IXX 2400
Mir Ca-ner corm >a : VW Edge t UTM Zone 17N WGS$4
!St ^i Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/712018
Page 1 of 4

Polaris 3G Map Mecklenburg County, North Carolina
Cedarwood Pointe
Date Printed: 5/7/2018 1215:40 PM
This map ar report s prepared for the inventory of realproperty within Mecklenburg County and is compited from recorded deeds. plats fax maps, surveys, planimetric maps, and other public records and data.
Users rif thfrs mapor report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Meckienburg County and its mapping contractors assume no legal
responsibility for the information contained herein,

CHARLOTTE
Project:
null
Map Number: 1
Created By: <null>
Technology Services - GIS Group
5/7/2018
Chariege Water geographic data and other records are provided
10general information purposes only, While Charlotte Water
makes every effon to confirm the accuracy of information, it does
ool warrant nor guarantee infamnation provided is accurate, airrent
or complete, Charlotte Water assume's no responsibility for tne
consequences of inappropriate uses or misinterpretations of
released data.

North Carolina Secretary of State Search Results Page 1 of 1
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Limited Partnerships
Legal Name
Cedarwood Pointe, LP
Information
Sos I d: 1622464
Status: Current -Active
Citizenship: Domestic
Date Formed: 9/6/2017
Registered Agent: Blanco Tackabery & Matamoros, P.A.
Addresses
Reg Office Reg Mailing
110 South Stratford Road-5th Floor P.O. Drawer 25008
Winston Salem, NC 27104 Winston-Salem,, NC 27714
https:// ww.sosnc.gov/online_services/searchBusiness Registration_Results 10/3/2018

APPLICANT
Cedarwood Pointe, LP
T. Kevin Connelly
125 Old Chapin Road
Lexington, SC 29072
803-798-0572
CEDARWOOD POINTE
FAST -TRACK APPLICATION
COVER LETTER
UDP PROJECT No: 17-084
.ENGINEER
Urban Design Partners
Brian D. Smith, P,E.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
05c DENA hykr,1
MOO F,07,', 5\11,, LEREGIONAt., orricE
PROJECT LOCATION
7730 Harrisburg Road, Charlotte, NC' 2821,5
The site is located along Harrisburg Road (SR2805) about 3,600 feet north of Albemarle
Road (NC 24/27) in Charlotte NC.
PROJECT DESCRIPTION
Cedarwood Pointe, LP is constructing an apartment complex on a 7.89-acre site after
parcel combination and right-of-way dedication. The site will be served by a private
sanitary sewer main that connects to a proposed public sewer system. The proposed
public sewer system connects to an existing public sewer system as an extension to that
system. The 'public sewer extension is being reviewed by Charlotte Water as a donated
project. The existing public sewer line runs through the rear of the site and is adopted by
Charlotte Water as a public main line. The project request flow acceptance through
Charlotte Water in the amount of 9,770 gallons per day and Was accepted.
This project includes the installation of 406-linear feet of 8-in h PVC sanitary sewer line
and 5 manholes. See the attached utility plans,