WQ0039110_Regional Office Historical File Pre 2018

NkD.
Water Resources
Environmental Quality
April 3, 2017
Mr. Shannon Boling, Area Land Manager
Classic Neighborhood Development LLC
11430 North Community House Road, Suite 275
Charlotte, NC 28277
Subject:
Dear Mr. Boling:
[1.-1
II E
ROY COOPER
Governor
M_ICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Permit No. WQ0039110
Classic Neighborhood Development LLC
Southridge
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received March 23, 2017, and additional information received March
31, 2017, we are forwarding herewith Permit No. WQ0039110 dated April 3, 2017, to Classic
Neighborhood Development LLC (Permittee) for the construction and operation upon certification ofthe
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until rescinded and shall be subject to the conditions and limitations as specified therein.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.
!f 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.
. r`--"Nothing Compares �.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

Ifyou need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, N[DE[}
cc, Steven 5.Wilson, P.E. (e-copy)
Barbara Gross (e-c oy)
Tommy Rowland (e-cop»)
Regional Office Files
Water Resources Central Files
PERCS(e-cupy)
°
2

I
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
Classic Neighborhood Development LLC
Mecklenburg County
for the construction and operation of approximately 1071 linear feet of 8-inch gravity sewer to serve the
Southridge project, and the discharge of 16,530 gallons per day of collected domestic wastewater into the
Charlotte Water existing sewerage system, pursuant to the application received March 23, 2017, and
additional information received March 31, 2017 and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12,1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional S pervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039110
Permit Issued: 'April 3, 2017

'
i and easements shall be maintained inthe, full easement width for personnel and
equipment accessibility.
Documentation shall bmkept for Subparagraphs (a) through /8ntthis Rule for aminimum Ofthree
years with exception of the map, which shall be maintained for the life of the system.
5. The PennhteeshaU report by telephone to a water resources staff member at the Mooresville
Regional Office, te|ephmnenunnberC7O4\G63'1699,assoonaopuss|b|e,butinoocasemorethanI4,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due bnknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage nrbreakage, etc.;or
b Any SSOand/or spill over 1,UOOgallons; or
c. Any 5SOand/or spill, regardless ofvolume, 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 boreported tn
the Division of Emergency Management at telephone mumber/800\ 858-0368or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-S5O (or the most currant Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tnbrtaken tm
ensure that the problem does not recur. Part |1ofForm [S'SSO,(or the most current Division approved
form) can also becompleted Lushow that the SSQwas beyond control, [G.S.143'21S.1[(o1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service bvthe existing utilities nor result imanoverflow mrbypass discharge mfwastewater
tothe surface waters nfthe State. [15ANCA[U2T.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 to the address provided on the form. Acornp|ete certification is one where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater cn|KerUpn system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittae to
appropriate enforcement actions.
Ifthe permit imissued tma privateentNynvithamOperathomu{Ag,mennent,thenamopVofthe Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the app,licable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification is one where the form is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall 'include the following:
a. One copy ofthe project mnstrucdonmecorddrawingp(p|an&profileViews<fsev rUn8s&fooe
mains) of the wastewater collection system extension, Final record drawings should be clear on

the plans or on digital media (Cp_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
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
7

4. The Dl:VI: I..aO'I;R shall provide ita the Dcclaaratitin arrd ay,sso
appurtenances thereto are part .of " tine ccrnarnon elements and shall •
operated in conformity with law and the provisions of the permit for cons
maintenance, of. the system and 'facilities. The Declaration and Bylaws shed
treatment, collection and disposal system as a common element which will rece
expenditures by the Association except for Federal, Mate, and local taxes and in
Disposal Systemand
openly maintained and
n., operation, repa.tr. and
if:y the entire wastewater
the highest priority for
a
The D:IVEL.(:11'I'R shall provide in the Declaration and Association Bylaws thaat. the Di,spo ttl System will
be maintained out of the common expenses. hn order to assure that there shall he hinds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and rnaintenance
expenses. the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Suchfund shall be separate from the routine maintenance Rinds allocated for the facility and
shall be part of the yearly budget.
C In the event the common expense allocation and separate fiend are not adequate for the construct!otn,
repair, and maintenance of the Disposal System, the Declaration and Association 'Bylaws shall provide
special a.ssessinents to cover such necessary costs, 'i"here shall be im limit. on the amount of s
assessments, and the Declaration and Bylaws shall provide that such special tassessnaents can he 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 hercina.fler become
available to serve the Development, the DEVELOPER. shall take such action as is necessary to cause the
g and future wastewater of the Development to he accepted and dischar,g,ed into said governmental
and shall convey or transfer as much of the Disposal System and such necessary easements as the
ental. unit may require as condition of accepting the Developments wastewater.
Recognizing that it would he contrary to the public intere t 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 rnaintenance, repair and operation of its Disposal System, the DEVELOPER R. shall.
provide in the Association Bylaws that the Association shall not enter antra voluntary dissolution without
first having transferred its said system and facilities to some person, coilar.iration or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit,
The agreements set forth in numbered paragraphs I , ? :t, °`i 5, ti, 7, and 8 a
permit issued by the COMMISSION to the DEVELOPER for the construct'.
operation of the Disposal System.
10. A copy of this agreement shall be fled at the Re gistea° of` )er ds in the ('ountv.(`icsj ss
tiled and in the offices of the Secretary of State of North C"tar'talina nvith the Articles of
Association,
IN WITNESS SS WI{J'Rf ()I
representative oldie parties
I OR THE ENVIR(:)NM[N'I"AI.
M.ANAt,EMFNT COMMISSION
ay a
in duplicate
is indicated by each
h.
be conditions of atay
ance, repair and
duly author
a rnrtt ed below:
Classic Neighborhood Development LLC
Name ttiEVEL,O1'
Shannon alineArea Land Manager
Prins Name and l`itle
FOR. DIN 08-13
:af 2

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .03'0 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ,* wmpleted h DWR )
All items must be completed or the applicatio will be returned
I. APPLICANT INFORMATION:
1, Applicant's name: Classic Neighborhood Development (company, municipality, I-10A., utility, etc)
Applicant type: LJ Individual
Corporation E General Partnership
El Federal ED State County LI Municipal
3. Signature authority's name: Shannon Boling per 15A NCAC 02T .010(0)
Title: Area Land Manager
4, Applicant's mailing address: :11430 North Community House Road Suite 275
City: Charlotte State: NC Zip: 28277-
5. Applicant's contact information:
Phone number: [phone] Email Address: sboling@DW: •0, ES:com
IL PROJECT INFORMATION:
1, Project name: Southridge
2, Application/Project status:
LI Privately -Owned Public
Lil Other
Z Proposed (New Permit) LJ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing pemilt number WQ00
3. County: where project is located:: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35:0472Longitude: -80.8322'"
5. Parcel ID (if applicable): 223-37-501, 223-.37-502 223-37-503 & 223-19-270
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
t, Professional Engineer: Steven S Wilson License Number: 15497
Firm: Landworks si ou
Mailing address: 7621Litt1e Av
City: Charlotte State: NC Zip: 28226-
Phone number: [phone] Email Address: swiIsviilandworkspa.coin
IV. WASTEWATE
TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: McAlpine Creek WastewaterTreatrnent Plant Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owlet: Nameis):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. lithe Applicant is a Privately -Owned Public has a Certificate of Public Convenience and Necessity been attached'?
Yes LJNo N/A
.4.... If the Applicant is a Developer of lots to be sold, has a Developer's 041c:rational , greement (FORM: DEV) been attached.?
3. If the Applicant is a Itome
Yes LiNo JNIA
-rty_Owners' Association, has an Opratioo
11 Yes ON° N/A
4. Origin of wastewater: (check all that apply):
Residential Owned
LI Residential Leased
ED School preschool / day care
El Food and drink facilities
Businesses / offices / factories
5. Nature of wastewater
Aoree
Li Retail (stores, centers, malls)
El Retail with food preparation/service
Ej Medical dental / veterinary facilities
Church
El] Nursing Home
00 % Domestic/Commercial 0 Commercial,
% Industrial (See 15A NCAC 021 .010.3(2fl)
) Is .there a Pretreatment Program in effect?
6. Has a now reduction been approved under i 52 NCAC 02.1 ,0114(1)? El Yes
r If yes. provide a copy of flow redaction approval letter
7. Summarize wastewater generated by project:
stablistunent Type (see 02T.0114(0)
eritjl ORM. Hail been attached?
Car Wash
E] Hotel andlor Motels
111 Swimming Pool /Clubhouse
Ej: Swimming PoofTilter Backwash
E] Other (Explain in Attachment)
No
Z No
Daily Design Flow 3'b
No. of Units
Flow
Units
190 gal/unitlday
87
16530 GPD
gall
gal/
gal
gal
gat/
GPD
GPD
GPI)
GPI)
GPD
16530 GPD
a See ,15A NCAC 021 .0 I 1401,1,11,10( ) andlei(2) t'or caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses: public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to he used a.s vacation rentals as defined
in G.:S. 42 A-4),
b Per 15.A NCAC 02T .0114(c), design flow rates for establishments not identified lin table I5A. NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns., and other measured data.
8. 'Wastewater generated by project; 16,530 GPD (per I5A NCAC 021.0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate Why
LJ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
LI Flow has already been allocated in Permit Number:
111 Rehabilitation or replacement of existing sewer with no new flow expected
111 Other (Explain):
OS
FORM: FLA 04-16 MOOR CSiS..SL n 171C S
Page 2 of 5

VII.
GRAVITY SEWER DESIGN CRITERIA.
Summarize gravity sewer to be permitted:
Size (inches)
Applicable) - 02T .0305 & M 1` t ` (Gravit Sewers(::
Length (feet)
1071
Material
pvc
Section IT & T1T of the MDC for Permitting, of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PIJNIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s.): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
feet total dynamic head ('VDH)
Material
6.. Power reliability in accordance with l 5A NCAC 02T :0305(h)(i ):
❑ Standby power source or pump with automatic activation and t
e
- 15A NCAC 02T ,0305(h)(l)(E3)j
' Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telernet
.0305(h)( 1)(C)
or
I5A NCAC 02T
WOROS
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)( 1 )(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or purnp, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Patte 3 of 5

I?C. SE77B (KS & SEPARATIONS (02R .0.200 15A NCAC 02T .0305(0
I . hoes the project comply with allseparations found in 15,1 NCAC 02T. ,(0305(
Sri NCAC 02 T.0305(t) contains minimum separations that shall be proy
Setback Parameter`
and other utilities not listed v (vertical)
Water mains (vertical -water over sewer including in benched trenches)
atet'tnains (horizontal)
aimed water lines (vertical reclaimed over s
Reclaimed water lines (horizont°al - claimed o
n Required
24 inches
18 inches
Any private or public water supply source, including any wells, W"S-1 waters of Class I or
lass II impounded reservoirs used as a source of drinking water
'aters classified -WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
ny other stream, lake, impoundment, or ground water Iov,ering and surface drainage
op slope of
aina
nbartkrnent or cuts of 2 feet or more vertical height
ems and it it drains
ring pools
(h grade (vertical
10 feet
inches
feet
50
10 feet
5 feet
:6 inches
C" AC' I)a 1.1 ct ntalns alternatives where separations in 02T.0305(t cannot be achieved.
'earn classifications can be identified using the Division's NC Surface Water Class Mons wchpage
compliance with 02'T,0305(f) ot-j , see Section X of this application
Does the project comply with separation requirements fiat wetlands'? (50 feet of separation)
✓ See the Division's draft separation requirements far situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and constructs
As built documents should reference: the location of areas effected
Does the project et ply with all setbacks tirt.tid in the river basin rules per 15A, l iC{1C 0213 .0200"?
This would include Trout Bufi"ered 'Streams per 15 k NCAC 213.0202
4, Does the project comply with an individual 404 Permit or any 401 Certifications?
Wetland -related permits shalt be requested, obtained, and adhered to, for projects that
Information can be obtained from the 101&_ Buffer Permitting ratr h
Does project comply with
Per 1
NC.AC 02T 0105(c (Ct) (additional perry
:ions)?
pact wetlands or surface cv
No
it."=tC: 02 T.010S c¢ J directly related environmental permits or cerion applications are heir prepared, have
been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
been applied for, or hay
6. Does this prxrject include any sewer collection lines that are deemed 'high -priori
Per l 5A NC:AC 02T.0402, "high -priority sewer'" means "any aerial sewer, sewer contacting surface
positioned parallel to strearnhanks that is subject to erosion that undermines or deteriorates the sewer.
Yes Z No
• If yes, include an attachment with details for each line, including type
siphon, or sewer
ne, size, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six-rnonth.s and inspections
documented per 15,t NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

CER'l it ICA`1°IONS:
1. Does the submitted system comply with_ ill Nf'f1C, 021, the .i
and Force Mains Chest wet ati3.t) and the Gta rty Scstiet_v'yl�tTil r
® Yes
ifNo, cornpletc
review. Appro
ubmit: 0
Ilse ret
ttat E7eira
© No
applica
Variance,/A[ternative Design Request application (VADC 10-14) and supporting documents for
t is .ef rairerl„ It for eta "girth of the. Fast Track Applicationttcf sn tactttin tlrp ttttt ctts.
Professional Engineer's Certification:
(_ )► I./ah
Pro
n
Application Item
that this appticatio
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plaits„ apecitecatians,
engineering calculations, and all other supporting, lk cume,ntatietrt tit the best of my knowledge, 1 aPest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gray
Minimum .Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Per
of Pump Stations and Fos°cc Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this rnaterud and
have judged it to be consistent with, the proposed design.
NOTE -- In accordance with General Statutes 143-215.6A and 143-21.5.6B, any person who k
statement, representation, or certification in any application package shall be guilty of a Class 2
include a fine not to exceed $ I0,000, as well as civil penalties up to $25,000 per violation,
(North Carolina Professional Engineer's seal, signatut'e, amid date:
3. Applicant's Cper
"AC 02'f .0106(b):
gnature Authority's ro
Gnriat'1
Application Item
y ?ttttkes any false
teancrr„ which may
ppli
has been reviewed by one and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being, returned as incomplete, I understand that any discharge of wastewater from this iran-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penahies,
ive relief; andlor criminai prosecution: I will make no claim against the Division of Water Resources should a condition
it be violated, 1 also understand that if all required parts of this application package are riot completed and that if
all required supporting information and attachments are not included, this application package will be returned to one its
incomplete,
NOTE -- In accordance with General Statutes 13 Z 15:OA and _143-215.6B, any person who knowingly makes any false
statement, representation, or certification lit airy application package shall be guilty of a Class 2 misdemeanor, which may
includc'a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signature:
FORM: F FA 04-16
Page: 5 of 5

CHARLOTTE
TER
March 17, 2017
Mr, Michael Askin
Landworks Design Group
7621 Little Av
Suite 111
Charlotte, NC 28226
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PAULSTON ROAD S1TE/SOUTHRIDGE PH I & II
10555 N COMMUNITY HOUSE ROAD, CHARLOTTE NC
CLTWATER TRACK1NG# 201799
After analysis of the sanitary sewer associated with the proposed design of project
Paulston/Southridge Phase I & II, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 16,530 gallons per day (60 Townhomes units x 190 god/unit; 27 single-
family lots x 190 gpd/lott) at the connection point(s) shown on the submitted utility plan for
transmission to the McAlpine Creek Wastewater Treatment Plant, NPDES permit number
NC0024970, for treatment This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NC DEQ FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained construction has not started within
one ear of issuance of this flow acce�tance, and payment for any service connections have not
been received within Ii.Lvear of issuance of acceptance
vat shall be rescinded and a new ffow acceptance reguest must bo rnade. If you have any
questions, please do not hesitate to contact me at (704) 432-58
Sincerely,
< {
Barbara Gross
Engineering Assistant
Charlotte Water 5100 'Bookshre Blvd, Charlotte, NC 28216 char ionewato ,org
4% Operated by th..• Cffy (II af 0 tte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Landworks Design Group
Project Name for which flow is being requested: southridge PH z E. II
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit 31: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Allflows are in MGD
99.0
12.459
65.760
0.016
77.236
79.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D) +C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Paradise Ridge Road; North Community House Road
Downstream Permit Number: 397-692 ; 215-565
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this firm indicates acceptance of this wastewater flow.
Signing Officialingnature
J
Page2of6
63/ /7
ate
FTSE 04-16

Sou hridge _ Area Map

Southridge Site Map

Polaris 3G Map —Mecklenburg County, North Carolina
Southridge
is map opctrS i5 prepared for theinventory df reaR p
era of this reap or report are hereby notified that She a
.ponsibiiity for fhe information contained herern,
nt
in
ed pu
bWr{d CC}un
p
Date Printed: 2/2 i/2011 9:33:31 A
ecordad planimetria maps, and o-ther publdc recortfs and data.
be e;ansulted fo-rverr nation Meck tanburg Caurrty and its mapping contactors assume no Pega

Landworks DesiEn Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: March 21, 2017
To: NCDEQ
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Southridge
Job #: 14058
Re: Southridge Private Sanitary Sewer
Telephone: [phone]
Facsimile: 704-841-1604
On behalf of Classic Neighborhood Development LLC we are submitting Fast -Track Application (FTA
04-16) for gravity sewers for the construction of "Southridge'' private sanitary sewer and related
appurtenances.
• Project Narrative
• (2) Copies of completed application FTA 04-16
• Developer's Operation Agreement Form Dev 08-13
• Flow Acceptance letter
• Area Map
• Site Maps
• Street Level Map
• $480.00 fee
Appropriate forms have been signed by the proper representatives.
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we could aid in your review, please feel free to contact me at 704,841.1604.
Regards,
Landworks Design Group, PA.
Steven S. Wilson, PE
P: 2014 Jobs114058 - Paulston Road Site - Weekl'eylPerraait Submittals & ApprovalskUtility SubmittalslPrlvatelSeweri 1_ 14©58 DENR Private
Sewer Submiti Memo -Cover letter docx

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Project Narrative
Date: March 30, 2017
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: 5p.4thridge
Job #: 14058
Re: Southridge Ph I & II Private Sanitary Sewer (W_arrative
Telephone: [phone]
Facsimile: 704841-1604
The proposed Southridge Ph I & II development is a planned townhome & single family
residential development serving 87 homes. The site will be served with both private and public
utilities.
This project will consist of approximately +/-1,071 LF-8" private gravity sewer and related
appurtenances, which will connect to an 8" public gravity sanitary sewer on Kornegy Drive &
existing 8°' public gravity sanitary sewer on Paradise Ridge Road.
The estimated sewage flow from this project is 16,530 gpd.. See the enclosed Flow Letter and
signed FTSE form from Charlotte Water.
Regards
Landworks Design Group, P.A.
Steven 5. Wilson, PE
P; 42©14 Job's 14D58 - Paulston Road Site - WeekleylPermit Submittals & Approvals4Utilaty SubmittalslPn`vatelSewerl2_14058 OWQ - Fast
Track Narratiive.docx

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: Classic Neighborhood Development, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1356277
Current -Active
Current
Foreign
1/13/2014
January
DE
Corporation Service Company
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1111 North Post Oak Road
Houston, TX 77055-7310
1111 North Post Oak Road
Houston, TX 77055-7310
327 Hillsborough Street
Raleigh, NC 27603-1725
327 Hillsborough Street
Raleigh, NC 27603-1725
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20,
Manager: DM Weekley, Inc.
1111 N Post Oak Rd
Houston TX 77055
https://www.sosne.gov/Search/profcorp/10425249
3/23/2017

_ Permit Number
Central Files: APS _ SWP
• 4/3/2017
WQ0039110 .. Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type' Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Row
16,530
Facility
Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Southridge
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Classic Neighborhood Development LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Shannon Boling
11430 N Community House Rd
Charlotte NC 28277
Orig Issue
4/3/2017
App Received Draft Initiated
3/23/2017
Regulated Activities
Subdivision
Wastewater collection
Outfall
Scheduled
Issuance Public Notice Issue Effective Expiration
4/3/2017 4/3/2017
Requested /Received Events
Additional information requested 3/29/17
Additional information received 3/31/17
Waterbody Name Streamlndex Number . Current Class Subbasin

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
Classic Neighborhood Development LLC
WQ0039110
Southridge
April 3, 2011
This project shall not be considered complete nor allowed to operate in ecccnrdance 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"5 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 Perrnittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted rein or p rtiqps'thereof,
Printed Name, T
Sign
Date
ENGINEERS CERTIFICATION
l Steven S. 1NiIson, PE ;as a duly registered Professional En ineer In the State of North Carolina,
having been authorized to observe ( periodically, I 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 Er gin
Seal w/signature & date:
Final [1 Partial (llciude description)
Certification Comments/Qualifiers (attach If necessary):
�armltit„a° 9i' , n&l p
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Landworks design Group. P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
May 17, 2019
Barry Love
NCDENR — Division of Water Quality
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
Re: Southridge
Mecklenburg County, NC
Landworks Project No, 14058
Permit No, WQ0039110
Final As —Built Certification
Dear Mr. Love:
Tel: [phone]
Fax: [phone]
Please find enclosed the Engineer's Certification and one set of as -built drawings for the subject project, This
certification covers the private sewer within the boundaries of this project Please do not hesitate to contact me if
you have any further questions or concerns.
Sincerely,
Landworks Design Group, P.A.
Steven S. Wilson, P.E.
P,12014 Johs114O58 - Pau/st©n Road Srte - WeelOeylAs-built1Pivate W & S4SewerlEngrneers Cerirtrcat on Cover Letter - Sewer Fine/ docx