WQ0038291_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
February 23, 2016
Mr. Martin Lashua — Vice President of Operations
Carolina Water Service, Inc. of NC
P.O. Box 240908
Charlotte, NC 28217
Dear Mr. Lashua:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secr oary
S. JAY ZIMMERMAN
IJrrec.inv
Subject: Permit No. WQ0038291
Carolina Water Service, Inc. of NC
Lancaster (Highway Mixed -Use
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received February 11, 2016, we are forwarding herewith Permit No.
WQ0038291 dated February 23, 2016, to Carolina Water Service, Inc. of NC (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina j Ent
Mooresville Regional Offic
mental Quality I Water Resources I Water Quality Regional Operations
0 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

Ifyou need additional information concerning this matter, please contact Barry Love atL7O4\235-2149
or via e-mail at barry'[e-mail].
Sincerely,
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDECi
cc: Matt Bramwell, P.E. (e-copy)
Barbara Gross (»+copy)
Tommy Rowland (e'couv)
Regional Office Files
Water Resources Central Files
Page 2 of 8

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
Carolina Water Service, Inc. of NC
.Mecklenburg County
for the construction and operation of approximately 249 linear feet of 8-inch gravity sewer to serve 26
apartments and office/mixed space as part of the Lancaster Highway Mixed -Use project, and the discharge
of 12,240 gallons per day of collected domestic wastewater into the Carolina Water Service, Inc. of NC
existing sewerage system, pursuant to the application received February 11, 2016, and in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of 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 Basiner,'Regional pervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038291
Permit Issued: February 23, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Carolina Water Service, Inc. of NC 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 Carolina Water Service, Inc. of NC,
Lamplighter Village South Wastewater Treatment Plant in accordance with Permit Number SC0030112.
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, 12,240 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)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved, [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related' sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current. Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting.
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the 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.
Page 6 of 8

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
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:.
Carolina Water Service, Inc. of NC
WQ0038291
Lancaster Highway Mixed -Use
February 23, 2016
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 (E periodically, weekly, [ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Q Final [' Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina awn
-
Mooresville Regional Ot i'cel
"Ti7Ca1 Quality I Water Resources Water Quality Regi mal Operations
East Cener Avenue, Suite 301 I Moorreavillc, North Carolina 28115

0
LL
0
TAB KEY TO MOVE PROSE FIELD TO FIELD
Owner/Permittee:
la. Carolina Water Service, Inc, of NC
Application Number:
(to be complete' by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.,
1 b. Martin Lashua - Vice President of O orations
Signing Official Name and Title (Please review 15A) GAC 2T at 13 i
authorized signing officials)
lc. The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
ld, P.O. Box 240908
Mailing Address
NC
State
1 h. 704-525-7990
704-525-8174
Telephone Facsimile
2. Project (Facility) Information:
2a. Lancaster Highway Mixed -Use
e. Charlotte
City
1g, 28217
Zip Code
1 j. mjlashua uiwater,com
Corporation ❑ Other
E-mail
2b. Mecklenburg
County Where P
Brief Project Name (permit will refer to this name) roject is Located
3. Contact Person:
• 3a. Martin Lashua - Vice President of Operations
Name and Affiliation of Someone Who Can Answer Cuestlens About this Application
z
z
3b. 704-319-0517
Phone Number
Project is ® New ❑ Modification
Owner is Public (skip to Item 8(3)
2a. If private, applicant will be:
❑ Retaining Ownership (Le, store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc, - skip to Item 8(3))
D Selling units (lots, townhomes, etc. - go to item B(2b))
an existing permit
3c. mjlashua
E-mail
cation, Permit No,:
ater.com
Ej Private (go to Item 2(a))
Carolina Water Ser rice, Inc, of NC
Owner of Wastewater Treatment Facility (WI
4a. Lam hter Village South (a.k.a. Denby)
Name of WWTF
5a. CW S of NC
Owner of Down
ea
TFI Treatin
i5b. 8"
Sewer ;Receiving Sewer Siz.
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
Mobile Home Park
ED School
❑ Restaurant
Office
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction 0)
❑ Homeowner Assocn/Developer (Instruction E)
ater From This Project
4b. SC0030112
WWTF Permit No,
Gravity 5c. 15025 (9/1/1981)
Force Main
Permit # of Downstream Sewer (Instruction F
Retail (Stores, shopping centers)
Institution
Hospital
❑ Church
Ej Nursing Home
❑ Other (specity):r
Volume of wastewater to be allocated or permitted for this particular project: 12,240
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100% Domestic/Commercial
% Industrial
(Attach Description
% Other
(Attach Description)
gallons per day
❑ Pump Station, Outfali or interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see15A NCAC 02T.0303 to determine if a per is required)
\Pt'LICA'FIt3N

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 21 ,.0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
[(7) 1 bedroom + (17) 2 bedroom apartments] x 240 gallons per day = 5,760 gpd
(2) 3 bedroom apartments x 360 gpd = 720 gpd
16 single family equivalents (office/mixed use space) X 360 gpd per single family equivalent = 5,760 gpd
Total Capacity 12,240 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
New Gravity or Additional
Force Main
249 GRAVITY
LLB
11, Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
2
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
0
0
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TD11 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Power Reliability Option
Operational Point
1 GPM @TDH - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer ines or pump stations be able to be directed to another treatment facility?
ID Yes No If Yes, permit number of 2i'd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Malimum Dugs Criteria tor the Pelititting Qt, Pump Stations and Forcp,, tyVoips
(latest version), the Grav4y.5ewer Minimum Design Critena (latest version) and 15A NCAC Chapter 2T as applicable?
Yes No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
1rA 08-.13 APPLICKHON Page 5 of o

0
14. Have the following permits/certifications been submitted for approval tor the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? Yes ❑ No © N/A
Trout Buffer Waiver? ❑ Yes [] No N/A
Stormwater? Yes ❑ No ❑ N/A
15. Does this project include any high priority lines ("j5A NQAC 02T .040212_1) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details: N/A
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Martin Lashua, Vice President of Operations attest that this application for Lancaster Highway Mixed -Use
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required parts
of this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 1,413-215„6A and i43-215,68, any person ho kn+»,; inglymakes any false statement, representation, or certification
in any application shall be guilty of Cfa -'.` mis+ ea •rg which may include a fine not to exceed $10,000 as well as civil
penalties up to $25„000 per viola i
Signing Official Signature
5/2 0 /
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15ANCfAt; 02T 0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Matt Bramwell ,attest that this application for Lancaster Highway Mixed -Use has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fest-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note.' In accordance with NC General Statutes 1 13-2 tt 5 nb 4 and 1 t3-215 oft, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Matt Bramwell
Professional Engineer Name
2b. LandDesign
Engineering Firm
2c, 223 North Graham St
Mailing Address
2d. Charlotte 2e. NC 2f. 28202.
City StateZip.�_.
2g, 704-333-0325 21,
Telephone Facsimile
2i. rnbramwelllanddesign com
E-mail
NC PE Seal, Sig rsi Lure & Date
)8-1.3 ,rAPP1.A(:A'l`lt,)N

SITE
--EXISTING SEWER
---PROP„ PRIVATE
SEWER
PROP, PUBLIC
SEWER
1-27-2016
Lancaster Highway Mixed -Use
FAST -TRACK APPLICATION SITE MAP

07/1.1/95 11:1.1 129197334535
P1°13LIC AFF .4+ CWQS DANIEL
TO WHOM IT MAY CONCERN
NORTH CAROLIN a►
PUBLIC STAFF
UTILITIES COMMISSION
July ia, 1995
Re: Danby Subdivision
Woodside Village Subdivision
Woodside Falls Subdivision
Winghurst Subdivision
The Strathmoor Subdivision
This letter is to certify that Carolina Water Service of North Carolina has
been granted a Certificate of Public Convenience and Necessity to provide
water/sewer service in the Lamplighter Village South in Mecklenburg County, North
Carolina, under Docket No. W-354, Sub 41. The above subdivisions are contiguous
extension of the Lamplighter Village South Subdivision. A contiguous extension
of a Franchised system does not require an additional franchise.
If we can be of further assistance to you, please do not hesitate to
contact this office.
Sincerely,
Andy Lee,
Public Staff
RL:sw
Executive 'Director Cuoimunrcatiunr
7311435 7)3.2510
Acoe mine Consume' Services Electra
733-4179 7)3.9277 733-!267
M7* turtrt
7314326
ion
Trarusprsnotion
713.7766
Water
733.5610
P.O. Dor 29520 • Raleigh, North Camttn 276.1.6.0520 • Fax k 79 733-956S
A1nEqual Oppostunlrr if Air mAt,vaAct WnFIN/107r7

O7/14/9 12:11.
4 91973395.05
.�., CWS DA 4IEL 01/001
NORTH CAROLINA.
ISL1c STAFF
UTILITIES COMMISSION
July 14, 1995
TO WHOM IT MAY CONCERN
Re: Denby Subdivision
Woodside Village Subdivision
Woodside Falls Subdivision
Winglwurst Subdivision
The Strathmoor Subdivision
This letter i s to certify that Carolina Water Service of North Carolina has
been, granted a Certificate of Public. Convenience and Necessity to provide
water/sewer service in the lamplighter Village South in MecklenburgCounty, North
Carolina, under Docket No., W-354, Sub 41, The above subdivisions are contiguous
extension of the Lamplighter Village South Su* ivision. A contiguous extension
of a franchised system does not require an additional franchise.
If we can be of further assistance to you, please do not hesitate to
contact this office.
AL:sw
Executive Diretmr
7 3I-'2435
Accounting
7314179
Sincerely,
Andy
Public Staff -'Water Divi ion
€etetelMruc Research
733-2902
Consumer Services
713,927 i
Legal Transports¢k,ei
733A61u4 733•7766
RlacuralGas Watt
7.33.4326 733.5610
PC3, BO'K 29520 • Raleigh, N'us +
AtuEalun:°protwkniry, Af6*m,UA'ae L;r
20 • 14x(919)733.9565
lever

Jarauary 2L 201.6
Re: Southern Apartment Group-Ballantyne LLC
"14732 Lancaster Highway" Project, Pineville NC
Sanitary Sewer Capacity - up to a maximum, of 1.2,2.4f} gallons per day
Receiving WWTF — Lamplighter Village South (a,k.a. "Da rsby") Wastewater Treatment Plant
Receiving WWTP permit — SC0030112
To Whon3 It May Concern,
Carolina Water Service, Inc. of North Carolina is a franchised and regulated public utility providing sanitary sewer
service to the Danby/Lamplighter South/Woodside Falls/Winghurst and other subdivision area off Lancaster Highway
south of Pineville in Mecklenburg County, North Carolina. Our service area is adjacent and contiguous to the above
referenced project.
Please accept this letter as official flow acceptance as referenced above. Carolina Water Service Inc. of North Carolina.
ng and able to receive the flow for this project through our collection system and treatment facility once
infrastructure construction has been satisfactorily completed to our requirements and connection fees received..
yo
Sin
-ed. additional information, please con
...ashua
Vice President of ()per
t 704-319-0517 or by email crt n��l isi
A abates. 1pany Cardin later Service,. Inc. of North Carolina
fax 240908 s Charlotte, NC 28224 F: 704µ525-7990 o F: 704-525-8174
5701 Westpark Dr,, Smite 101 Charlotte, INC 28217 s www.uiwater.com

January 21, 2016
Re: Southern Apartment Group-Ballantyne LLC
"14732 Lancaster Highway" Project, Pineville NC
Sanitary Sewer Capacity - up to a maximum of 12,240 gallons per day
Receiving WWTF — Lamplighter Village South (a.k.a. "Darby") Wastewater Treatment Plant
Receiving WWTP permit— SC0030112
To Whom It May Concern,
Carolina Water Service, Inc. of North Carolina is a franchised and regulated public utility providing sanitary sewer
service to the Danby/Lamplighter South/Woodside Falls/Winghurst and other subdivision area off Lancaster Highway
south of Pineville in Mecklenburg County, North Carolina. Our service area is adjacent and contiguous to the above
referenced project.
Please accept this letter as official flow acceptance as referenced above. Carolina Water Service Inc. of North Carolina
is willing and able to receive the flow for this project through our collection system and treatment facility once
infrastructure construction has been satisfactorily completed to our requirements and connection fees received.
If you need additional information, please contact me at 704-319-0517 or by email at [e-mail],
Vice President of Operations
A
P.0, '• ix 240908 it
5701 Wes1patk
Carolina Water Service, Inc. of North Carolina
tie, NC 28224 / P: 704.525-7990 • F: 704-525-8174
ate 101 s Charlotte, NC 28217 s www.uivrater,com

V:
[7‘if\
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Carolina Water Service, Inc. of North Carolina
Project Name for which flow is being requested: Lancaster Highway Mixed -Use
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: Lamplighter Village South WWTP
b. WWTP Facility Permit #: SC00430112
All flows are in MGD
c. WWTP facility's permitted flow 0.500 (plant in service)
d. Estimated obligated flow not yet tributary to the WWTP 0.008
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
0.238 (1/15 to 12/15)
0.012240
0.258
51.6%
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)
Design Obligated,
Pump Average Daily Approx. Not Yet
Station Firm FIow** Current Avg. Tributary
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow,
Number) MGD MGD MGD MGD
Danby
WWTP LS
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
0.792 0.3168 0.238 0.02024 0.25824 0.05856
* 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 (pf) 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.
Page 1 of 6
FTSE 08-13

Certification Statement:
l Martin Lashua 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 asses ent addendums for which I am the responsible party. Signature of this
form indicates accepta `e of leis watewat
grzature

urban design planning civil engineering branding landscape architecture
February 10, 2016
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE: Lancaster Highway Mixed -Use
LandDesign PN: 1015061
Dear Sir/Madam,
Notion Properties is proposing to develop a mixed -use development on a 3,62 acre tract. The
parcel will be divided into two office and one multi -family parcels respectfully,
We are estimating 12,240 gallons per day of gravity sewage. Attached is a letter from Carolina
Water Service, Inc. of North Carolina agreeing to accept our flows to the Lamplighter Village South
WWTP. The sewer system contains 249 L.F, of 8" PVC. The public 8" PVC system will be
connecting a proposed 8" private line to an existing 8" system within Latour Court.
Included in this submittal is 2 copies of the Fast -Track Application form, $480 Application fee
check, , Downstream Sewer WWTF Capacity and Flow Tracking/Acceptance forms, Color Site
Map and Certifications, Thank you for your assistance with this project, please feel free to contact
me at 704.376.7777 or mbramwellAlanddesinn.com should you have any questions and/or
comments.
Respectfully Submitted,
Matt Bramwell, PE,
LandDesign, Inc.
PO Box 36959 Charlotte, NC 28236-6959 223 North Graham Street Charlotte, NC 28202 V:704.333.0375 F.704.376.82
NN 2Oli',I✓JI506 \DocsyPe siat8in 1 nni Fonns Public San

1015061 LANCASTER
HIGHWAY MIXED USE
1015061
Lancaster Highway Mixed -Use
Development
For your review and comment
Land Design
Barry Love
610 E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional barry.iove©ncdenr.gov
Mooresville NC 28115 Office
United States
2/10/2016
00017
Overnight
ELemieux©landdesign,com
Ba rry,
Attached is our public sewer permit submittal for the Lancaster Highway
Mixed -Use project located south of Pineville in Mecklenburg County, NC.
Thank you,
Eric Lemieux
Cover Letter
2 Fast Track Application (1 original and 1 copy)
1 -- $480 Application Fee Check
1 Flow Acceptance Form
1- Color Site Map
1 - Utility Plan
2 -- Certificate of Public Convenience and Necessity
2 -- Flow Acceptance Letter
1 - Flow Tracking/Acceptance Forrn (FTSE 08-1
Matt Bramwell

Transmittal
DATE: 2/10/2016
TRANSMITTAL ID: 00017
Page 2 of 2

r..
Central Files: APS ^ SWP _
2/22/2016
Permit Number WQ0038291 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
12,240
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Lancaster Highway Mixed -Use
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Carolina Water Service Inc of NC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Martin J. Lashua
PO Box 240908
Charlotte
NC 28224090
Orig Issue
2/23/2016
App Received Draft Initiated
2/11/2016
Scheduled
Issuance Public Notice Issue Effective Expiration
2/23/2016 2/23/2016
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

RCEIV
FAST TTRACK SEWER ENGINEERING CERTWFfCATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Carolina Water Service, Inc. of NC
WQ0038291
Lancaster Highway Mixed -Use
February 23, 2016
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.
PERM' °I EE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Perrnittee, and the Perrnittrt s prepared to operate & maintain
the wastewater collection system permitted herein or port ict^ they
J Bryce Mendenhall, VP of Operations
Printed Name, Title
June 9, 2020
gnature Date
ENGINEER'S CERTIFICATION
I, Nate Do01-tile , as a dui registered Professional En ineer in the State of North Carolina,
having been authorized to observe (periodically, [1 weekly, jj full time) the construction of the
project name and location as referenced above for the above Perrnittee 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; 1SA 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, 21000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date.
n Final Q Partial (include description)
0 8:49 AM
cu
Certiftcaltion Comments/Qualifiers (attach if necessary):
State of North Carolina Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Smite 301 1 Mooresville, North Carolina 28115