WQ0032832_Regional Office Historical File Pre 2018

o 6GL--
Michael F. Easley, Governor qpC/
William G. Ross Jr., Secretary OCC3/
North Carolina Department of Environment and Natural Resources g "
Coleen H. Sullins, Director
Division of Water Quality
March 19, 2008
Joseph T. Roy IV, President
Meeting Street Companies, LLC
1930 Abbott Street
Suite 400
Charlotte, NC 28203
Subject: Permit No. WQ0032832
Meeting Street at Cheshire
CMU #600-08-508
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr.'Roy,
In accordance with your application received on February 29, 2008, we are forwarding herewith
Permit No. WQ0032832, dated March 19, 2008, to Meeting Street Companies, LLC for the construction
and operation 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwatorquatity.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
NohCarolina
Nraturally

Mr. Roy
Page 2
March 19, 2008
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 for the construction and operation of approximately 2,402 linear feet of 8-inch gravity sewer
and the discharge of 27,360 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (Mallard Creek NPDES No. NC0030210) prior to being discharged into
the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of, this permit.
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.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
>,
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit Files
Larissa M. Coles, PE
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 of Water Quality's
(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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .02Q0.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
1

S..
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills becurririg'dutside 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 Part t of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed 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.
Permit issued this the 19th day of March, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032832
3

Fast Track Engineering Certification
/ Permit No. WQ0032832
March 19, 2008
OwnerNVQCS PE WQCSNVWTP
Joseph T. Roy IV, President Larissa M. Coles Steve Miller
Meeting Street Companies, LLC 1510 EaSt Dixon Blvd. CMU
1930 Abbott Street, Suite 400 Shelby, NC 28152 5100 Brookshire Blvd.
Charlotte, NC 28203 Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
E Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, E weekly, ❑ full time) the construction of Meeting Street at Cheshire, a
Mecklenburg County project for the 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 2T; the Division of Water Quality's (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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
.610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

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' Full Lego|Name (oompony.muni�poU��HOA.uU|ity.�c`__
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�� �b. JomaphT. Roy, K\ President
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' Telephone ' Facsimile| E-mail
__ .. - '____' --_�_-_-______'_-_-__�._---_____-_ ' _-... ... ... ... -
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^ 3u. Larissa Coles, PE
/ Name and /Nffi|iu8onofSomeone Who Can Answer Questions About this Application
' l[ ----'--' -- ---' - ' - '
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| Phone Number ! E-mail
1 1. Project is
.
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NN Modification (of anexisting permit) |fModification, Permit No.:
2. Owner is U Public (skip to Item8(3))
ON
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xa. |fprivate, applicant will be: '2b. |fsold, facilities owned byo(must choose one)
/El Retaining Ownership (i.e. stom, chumh, single office, etc.)or
LJLeasing units (lot .townhomen.atc.-skip tuItem B(3))
� N Selling units (lotm, hownhomeo, eto.-go toItem B(2b)) |
|
NN Public Utility (Instruction C)
KQHomeowner A0000./Dovokopor(Instruction D)
3. Charlofte'Mecklenburg Utilities
Z Owner ofWastewater Treatment Facility (WVVTF)Treating VVaohewutarFmmTh|oPnojoot
0 / m. K4o||ond Creek Wastewater Treatment Plant 4b. NCO030210
! Name ofVVVVTF
VVVVTFPermit No.
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all that apply):
.
%DommstidCommemia|
Residential Subdivision
00Apertments/Condominiuma
0 Retail (8torop.shopping centers)
NN Institution
__100
% Industrial (attach
00
CL ' �
NN
NN
NNReo�uurun�
NNO�oo
Mobile Home Park
School
NN Hospital
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Pretreatment staff)
% Other (npocify):
7.
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gallons
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*Do not include future flows orpreviously permitted o]|mcmUons
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NN Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connecthothis line
NN Flow has already been allocated hnPermit No.
NN Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit iorequired)

Provide the wastewater flow calculations used in determining the permitted Flow in accordance with 15A NCAC 27 .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 8(7). Values other than that in 15A NCAC 27.0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
144 Multi -family units x 190 GPD/Mufti-family unit = 27,360 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 2402 _ V
New Gravity or Additional
Force Main
New Gravity
❑ 11. Summary of Pump Stations wI associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
Z . (MGD)
:Z
0
(self chosen - as shown on plans/map for reference)
--. � permanent Reli enerataption
GPM
Opn TDH al ant I S; I Force Main Size
°� 2 - portable generator w/MTS
Force Main Length
i- .Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow 3 Power Reliability Option
(MGD) ;Operational Point 1 - permanent generator w/ATS; Force Main Size ' Force Main Length
GPM @TDH 2 - portable generator w/MTS f
0
z
1-
W
a
Pump Station Location ID (self chosen - as shown on plans/map for reference)
_
Design Flow V. Operational Point! Power Reliability Option
(MGD) GPM @TDH ; 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
I i I
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
' applicable?
® Yes El 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
FTA 12/07

co
0
1-
0
14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Ej Yes El No
Yes Ej No
121 Yes LINo
N/A
El N/A
Ej N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)} nvolve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be ch =cked once every six months
Check if Yes: 0 and provide details
la.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Joseph T. R V , attest that this application for Meeting Street at Cheshire has been
reviewed by me 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, Note' In accordance with North Carolina General
Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any faise statement, representation, or
certification in any ap Ijc-aildmshall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
k
as well as civil peijup to $ 5,000 per violation.
Signing Official Sign
2
Date
ENGINEERING DESI N DOC ENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THES D9 MENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, ESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Larissa M. Coles , attest that this application for __Meeting Street at Cheshire has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge, I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria:
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance,
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Larissa M. Coles
2b.
Engineering Firm
2c. 1510 East Dixon Blvd,
Mailing Address
2d. Shelby
v01111111111
CAR
Professional Engineer Name
Larissa M, Coles, PE
City
2g. (704)482-788j3_ 2h, 1704148776088
Telephone Facsimile
2e. NC 2f. 28152
State Zip
2i. Icoles©mcginniscole „om
E-mail NC PE Seal, Signature & Date
FTA12/07

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
February 25, 2008
Ms, Larissa Coles
J.W. McGinnis Architect
1510 East Dixon Boulevard
Shelby, NC 28152
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
MEETING STREET AT CHESHIRE
TAX PARCEL# 043-091-04
C-MU TRACKING # 600-08-508
Dear Ms. Coles:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 27,360 gallons per day (144
townhorne units x 190 gpd/unit) from this project for transmission to the Mallard Creek Wastewater
Treatment Plant; NPDES permit number NC0030210, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works. Please see attached basin map
and flow tracking form,
Charlotte -Mecklenburg Utilities 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, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow,
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
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the aoraroradate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.c©m
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Flo‘
Department
Acceptance for Sewer
State of North Carolina
nt and Natural Resources
Division of Water Quality
nsion Permit Applications
(FTSE 10/07)
Project Applicant Name:
Project. Name for which flog
More than one FTSF-iO/07 'nay
punt!) stations along the route of
J.W. McGinnis Archi
s being requested: Mee
equireedfor a single proj
proposed wastewater flo
nor street at Cheshire
.er of the VV'WTI is not responsible jar all
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Creek
b. WWTP Facility Permit : NC0030210
c. SIP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP'
e. WWTP facility's actual avg. flow
f. Total flow for this specific request.
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All .flows are in MGD
12.©
0.7©.6
7:_OL.
2 7
8.22
68.5%
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 anti the WW"P
Pump Station Name
Approx, Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily How, MGD
III. Certification Statement:
, certify that, to the best of my knowledge, the addition of the.
er 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. 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 for which I am the responsible party. Signature of this form indicates
volume o
as
acceptance of this
'ater flow,
Sigrzi g t)fflcial Signature
Date

80'49'30'W
LID
tV
80°49'0"W
80°49'0"W
80°48'30"W 80°48'0"
80°48'30"W 80°48'0"W
8°N
80"48"33"W Map Extant 80"46"4'W
35"19"14"N
80°47'30"W
80'4 7'30"W
80"47'0"W 80°4610"W
80'47'0"W 80°46'30'W
The
$bona/
Map
hnpJ,
Geo,graphic CooriJina(e System (WGS84)
•

LARISSA l'VI, COLES, P.E. LETTER OF TRANSMITTAL
1510 E. Dixon Blvd.
Shelby, NC 28152
Office: 704-482--7883
Fax: [phone]
DATE: 02/28/08
JOB #:
A'TTh : Dee Browder
RE: Meeting Street - Cheshire
NC Dept. of Environment and Natural Resources
Division of Water Quality
610 East Center Ave., Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU Attached
Shop Drawings Prints Plans
Copy of Letter Change Order Other:
COPIES
DATE
THESE ARE TRANSMITTED as checked below:
NUMBER
Under separate cover via the following items
Specifications Samples
DE
RIPTION
Revised Application - see enclosed
/ For Approval Approved as Submitted Resubmit Copies for Approval
For Your Use Approved as Noted Submit Copies for Distribution
As Required Returned for Corrections . Return Corrected Prints
For Review & Comment Other
FOR BIDS DUEJDATE:
PRINTS RETURNED AFTER LOAN TO US
REMARKS
NC DER PO
DWQ-Surface Water too,„ n
SIGNE

LA I SSA M . COT ES, P.E.
February 27, 2008
Meeting Street at Cheshire
Charlotte, NC
Project Narrative
This sewer application is for the construction of approximately 2400 LF of 8-inch
gravity sewer to serve Meeting Street at Cheshire in Charlotte, NC. This project
is located on West Sugar Creek Road.
The proposed development will consist of 144 townhome and condo units. The
entire project will be developed at one time.
The proposed sewer lines will connect to an existing 8-inch gravity sewer line
along West Sugar Creek Road. This existing sewer line is owned and operated
by Charlotte -Mecklenburg Utilities. This existing line is CMU Job #311-90-607.
This application package contains flow tracking and acceptance from CMU.
Please contact me if you have any questions or need any additional information.
Sinrely,
Larissa M. Coles, PE
NC DENR MRO
rface Water Prot ion
15,10 1£r1.Si E.YHX( N 1iOi i
7u4-4M..,7883 • FAX_ 704-487-6nxti

LARISSA M. COLES, P.E.
February 27, 2008
Meeting Street at Cheshire
Charlotte, NC
Project Narrative
This sewer application is for the construction of approximately 2400 LF of 8-inch
gravity sewer to serve Meeting Street at Cheshire in Charlotte, NC. This project
is located on West Sugar Creek Road.
The proposed development will consist of 144 townhome and condo units. The
entire project will be developed at one time.
The proposed sewer lines will connect to an existing 8-inch gravity sewer line
along West Sugar Creek Road. This existing sewer line is owned and operated
by Charlotte -Mecklenburg Utilities. This existing line is CMU Job #311-90-607.
This application package contains flow tracking and acceptance from CMU.
Please contact me if you have any questions or need any additional information.
Larissa M. Coles, PE
1510 EASP DIXON BOULEVARD • SHIsLAY, NORTH CAROLINA • 28152
PHONE: [phone] • FAX: [phone]

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Date: 3/12/2008
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Corporation Names
Name
NC Meeting
Street
Companies,
LLC
Name Type
Legal
Limited Liability Company Information
SOSID:
Status:
0662722
Current -Active
Date Formed: 2/7/2003
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name:
Registered
Office
Address:
Registered
Mailing
Address:
Principal
Office
Address:
Roy, Joseph T., IV
1930 Abbott Street
Suite 400
Charlotte NC 28203
1930 Abbott Street
Suite 400
Charlotte NC 28203
1930 Abbott Street
Suite 400
Charlotte NC 28203
1 of 2
3/12/2008 8:49 AI\

Apartment complex
Subdivision
Wastewater collection
Outfall NULL
VrmitNumber WQ0032832 Permit Tracking Slip
Central Files: APS SWP
03/19/08
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
27360
Facility
•-Facility Name
Meeting Street at Cheshire
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Meeting Street Companies LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Joseph Roy
500 E Morehead St
Charlotte
NC 28202
Orig Issue App Received Draft Initiated
03/19/08 02/29/08
Scheduled
Issuance
Public Notice Issue Effective
03/19/08 03/19/08
Regulated Activities Re • uested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name
Stream Index Number Current Class Subbasin