WQ0033572_Regional Office Historical File Pre 2018

Mr. Seth Wilfong, Manager
Connecticut Avenue, LLC
5625 Fairview Road
Charlotte, NC 28209
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 12, 2008
Subject: Permit No. WQ0033572
City Crossing
Tax Parcel #167-042-46
C-MU Tracking # 600-08-575
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Wilfong:
In accordance with your complete application received on November 5, 2008, we are forwarding
herewith Permit No. WQ0033572, dated November 12, 2008, to Connecticut Avenue, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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.
" + A t alll,/na
NC©ENR
Mooresville Regional Office Division of Water Quality
Internet: www.ncwaterquality.org 610 East Center Ave, Suite 301 Mooresville, NC 28115
Phone [phone] Customer Service
Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

• Mr. Seth Wilfong
Page 2
November 12, 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 1402 linear feet of 8-inch gravity sewer and
the discharge of 11,829 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 McAlpine Creek
WWTP (NPDES No. NC0024970) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system 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
WQCS00001 permit requirements.
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 Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
for Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Jim Donahoe, Stewart Engineering
Mooresville Regional Office, Collection System Permit File
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 .0200.
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 (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-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

4. This permit shall not be 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.
5. 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.
6. Per 15A NCAC 2T .0116, 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.
7. A copy of the construction drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
8. 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.
9. 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.
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
2

•
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but 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 Part I 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 12th day of November, 2008.
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Li IL-.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033572
3

Permit No. WQ0033572
November 12, 2008
OwnerIWQCS
Seth Wilfong
Connecticut Avenue, LLC
5625 Fairview Road
Charlotte, NC 28209
PE
Tarcisio Noguera, P.E.
Stewart Engineering
200 S. College St., Ste 720
Charlotte, NC 28202
WQCSIWWTP
Barbara Gross
CMU
5100 Brookshire Blvd.
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
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Caro[ina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of City
Crossing, 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.
4

0
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD'
©caner/Permittee:
Connecticut Avenue, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Seth Wilfong, Manager
Application Number:
(to be cornpteted by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .01
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership
uthorized signing offi
1d. 5625 Fairview Road
Mailing Address
North Carolina
State
h. 704-366-7454
Telephone
2. Project (Facility}
..................................... ......
2a. City Crossing
Facsimile
formation:
Brief Project Name (permit will refer to this
Contact Person:
3a, Jim Donahoe - Stewart Engineering, Inc.
name)
Name and Affiliation of Someone Who Can Answer
3b. 704-909-3514
Phone Number
1e. Charlotte
Corporation 0 Other (spec
City
lg. 28209
Zip Code
[e-mail]
E-mail
2b. Mecklenburg
uestions Abou
County Where Project is Located
this Application
3c. ydonahoe@stewart-eng-com
E-mail
Project is j New ❑ Modification (of an existing permit) If Modification, Per
2. Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) o
lEj Leasing units (lots, townhomes, etc. - skip to item B(3))
Ej Selling units (lots, townhomes, etc. - go to item B(2b))
enbu
Owner o
4a. McAlpine Creek
Name of WWTF
5a, CMIJD
Owner of Downstream S
The origin of this wastew
Facility (WWTF) Treating Waste
5b. 8"
er ;Receiving Sewer Size
El Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
0 Restaurant
❑ Office
heck all that apply):
em 2(a))
2b, if s Id, faci
it No.:.
es owned by a (must choose one
❑ Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
er From This Project
4b. NC0024970
WWTF Permit No,
Gravity c. 308-600
Force Main
Permit # of Downstream Sewer
Retail (Stores, shopping centers)
Institution
Hospital
❑ Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 11,829
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Fermi t No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
Domestic/Commercial
°/© Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
84,000 sf retail with food service x 130 gpd11,000 sf = 10,920 gpd; 909 warehouse units x 1 gpd/unit = 909 gpd
i 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
1,402
G
p 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W ;
ti Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Design Flow
Z (MGD)
O i
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
V
Z
0:
Q;Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
Design Flow
re (MGD)
Q
LL
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
F-
re .Pump Station Location ID (self chosen - as shown on planslmap for reference)
Ill
a Design Flow
(MGD)
lm
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
i
12. Will
❑ Yes
the
►..
wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the
Mains (latest
applicable?
Z Yes
sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
• 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

Z
0
14, Have the following permits/certifications been submitted for approval far the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
d Yes Q No
Yes ❑ No
Yes ©No
N/A
© N/A
El N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)1 involve aerial lines, siphons, or interfr
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: © and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Seth WiIfong, attest that this application for City Crossing has been reviewed by me and is accurate and complete to
the best of my knowledge, f understand that if all required parts of this application are not completed and that if all
required supporting documentation and attachments are not included, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Tarcisio Noguera, P.E., attest that this application for City Crossing 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 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,
t 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. Tarcisio Noguera, P.E.
Professional Engineer Name
2b. Stewart Engineering, Inc.
Engineering Firm
2c. 200 South College Street, Sui
Mailing Address
2d. Charlotte
City
29. 704-334-7925
Telephone
NC 2f. 28202
State Zip
2h, 704-334-7926 2i. tnoguera@stewart-end,
Facsimile E-mail
FTA 12107

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www.tewart-eng.,tom
STEWART
1
ENGINEER'S REPORT
WATER SYSTEM
City Crossing
Mecklenburg County
Job No. X8003.00
October 15, 2008
Applicant: Connecticut Ave, LLC
5625 Fairview Rd.
Charlotte, NC 28209
City Crossing is a 12.24 acre site located at the corner of NC 49
(S. Tryon St.) and West Tyvola Rd. in the city of Charlotte in
Mecklenburg County.
City Crossing is a new commercial shopping and retail
development that is being constructed.
Private waterlines are new construction to serve the development
from an existing city of Charlotte 24" water main located along NC
49 (S. Tryon St.) which will provide water to the site. 1 - 4" and 2-
1" meters will supply the domestic water for the site and an 8" fire
line will supply fire protection to the development.
Waterlines for this project:
8"— 605 LF, 6" — 314 LF, 4°' - 1,
LF
4
F, — 494 LF and 1" - 478
• There will be 2 private fire hydrants for this site.
Water Demands: 11,829 gpd total
(84,000 sf Retail wlfood service @ 130 gpdll000 sf = 10,920 gpd)
(909 Warehouse units @ 1 gpd = 909 gpd)
• There are no financial considerations for this project.
• There are no alternatives to this system.

CHARLOTTE-MECKLENBURG
UTILITIES
April 30, 2008
Mr. Tarcisio Noguera
Stewart Engineering
200 S College Street
Charlotte, NC 28202
SUBJECT: WATER AND. SEWER FLOW ACCEPTANCE
CITY CROSSING
TAX PARCEL# 167-042-46
C-MU TRACKING #600-08-575
In response to your request, aflow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 11,829 gallons per day
(84,000 ft' retail with food service x 130 gpd/1,000 ft2; 909 warehouse units x 1 gpolunit) from this project
for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970,
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 appropriate
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.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

COWA
f
♦•
♦
•
Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basins
M
Ilard Creek WWTP

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Stewart Engineering
Project Name for which flow is being requested: city Crossing
More than one FTSE-10/07 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 WWTP
b. WWTP Facility Permit #: 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
All flows are in MGD
99.0
13.36
66.8
0.011829
80.22
81.0%
11. 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
'Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) - Daily Flow, MGD
III. Certification Statement:
I, 30 rryy SA ea r+ K , certify that, to the best of my knowledge, the addition of the
volume of 'iastewater 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
accepta ce of w stewater flow. 61` <Q2?
Signing Official Signature Date

•
Operating Agreement
of
CONNECTICUT AVENUE, LLC
(A Manager -Managed North Carolina Limited Liability Company)
DATED: January 29, 2008
THE LLC MEMBERSHIP INTERESTS REPRESENTED BY THIS OPERATING AGREEMENT
HAVE NOT BEEN REGISTERED WITH THE SECURITIES AND EXCHANGE COMMISSION
UNDER THE SECURITIES ACT OF :1933, AS AMENDED, OR UNDER THE NORTH
CAROLINA SECURITIES ACT, OR SIMILAR LAWS OR ACTS OF OTHER STATES IN
RELIANCE UPON EXEMPTIONS UNDER THOSE ACTS. THE SALE OR OTHER
DISPOSITION OF THE MEMBERSHIP INTERESTS IS RESTRICTED AS STATED IN THIS
OPERATING AGREEMENT, AND IN ANY EVENT IS PROHIBITED UNLESS THE LLC.
RECEIVES AN OPINION OF COUNSEL SATISFACTORY TO IT AND ITS COUNSEL THAT
SUCH SALE OR OTHER DISPOSITION CAN BE MADE WITHOUT REGISTRATION UNDER
THE SECURITIES ACT OF 1933, AS AMENDED, AND ANY APPLICABLE STATE
SECURITIES; ACTS AND LAWS. BY ACQUIRING THE MEMBERSHIP INTEREST
REPRESENTED BY THIS OPERATING AGREEMENT, THE MEMBER REPRESENTS THAT
IT WILL NOT SELL OR OTHERWISE DISPOSE OF ITS MEMBERSHIP INTERESTS
WITHOUT REGISTRATION OR OTHER COMPLIANCEWITH THE AFORESAID ACTS AND
THE RULES AND REGULATIONS ISSUED THEREUNDER. THIS AGREEMENT IS
SUBJECT TO ARBITRATION.
436752

IN WETNESS WHEREOF, the undersigned, being all of the Managers and Members of the
Company, ve caused this Agreement to be duly adopted by the Company and do hereby assume and
agree to be bound by and to perform all of the terms and provisions set forth in this Agreement.
THE COMPANY:
CONNECTICUT AVENUE, LLC
By:
Afshin Ghazi, Manager
MAN GERS•r
( 1.7---7"---2
Afshin hazi
George ` Comelson, II
. Wilfong
Seth M. Wilfong
436752 v.1

LETTER OF TRANSMITTAL
STEWART
TO
NCDENR
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
704-663-1699
DATE
SENT VIA.
FROM
Tarcisio Noguera PE
Civil Project Managerr
704.334.7925 x(316)
PROJECT NUMBER PROJECT NAME
X8003,00 City Crossing (Private Sewer)
COPIES DATE
For approval
For your use
EiAs requested
COMMENTS
DESCRIPTION
Applications
of Plans
480.00 Check
For review & comment Returned for corrections
Approved as submitted Returned after review
Approved as noted Resubmit copies for approval l
SIGNED COPIED TO
Tarcisio Noguera PE.
File
ENGINEERING, INNOVATION, SOLUT4C}N5.`
N. ., 4 3354 7443

Fast Track app.for City Crossing
• Subject: Fast Track app for City Crossing
From: Debbie Ertel <debbie.ertel cr ncmail.net>
Date: Mon, 27 Qct 2008 10:13:47 -0400
To: [e-mail]
Your Fast Track application for City Crossing project was rec'd by our office on
10/24/08.
When entering the project into our system it was discovered that your name is not
listed with Connecticut Avenue, LLC on the Secretary of States web page.
I cannot enter this project until I get something from you shows that you have
signing capacity with this company.
If you have any questions, please feel free to contact me.
Thank you for your cooperation
Debbie Ertel
NCDENR SWP Section
Debbie Ertel - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Administrative Assistant for Surface Water Protection
610 East Center Ave.
Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
I of 1 10/27/2008 10:14 AM

. . 4; • North Carolina Secretary of State Page 1 of 1
•
North Carolina
Elaine F. Marshall DEPARTMENT Or THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
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Corporation Names
Name Name Type
NC Connecticut Avenue, Legal
LLC
Limited Liability Company Information
SOSID: 1024218
Status: Current -Active
Date Formed: 1/25/2008
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Teague, Joe F.
5625 Fairview Road
Charlotte NC 28209
5625 Fairview Road
Charlotte NC 28209
5625 Fairview Road
Charlotte NC 28209
5625 Fairview Road
Charlotte NC 28209
http:t/www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8730804 10/27/2008

Permit Number WQ0033572
Central Files: APS SWP_
11/12/08
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Permitted Flow
Facility
Fast Track
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
City Crossing
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Connecticut Avenue LLC
Dates/Events
Orig Issue
11/12/08
Owner Type
Non -Government
Owner Affiliation
Seth Wilfong, Manager
5625 Fairview Rd
Charlotte
NC 28209
App Received
11/04/08
Regulated Activities
Retail
Wastewater collection
Outfail NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
11/12/08 11/12/08
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin