WQ0032890_Regional Office Historical File Pre 2018

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
April 15, 2008
Mr. David Smith, Vice President
Blakeney Retail Northeast, LLC
227 West Trade St, Suite 800
Charlotte, NC 28211
Subject: Permit No. WQ0032890
Blakeney Crossing
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Smith,
In accordance with your application received on April 1, 2008, we are forwarding herewith
Permit No. WQ0032890, dated April 15, 2008, to Blakeney Retail Northeast, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Acton Employer — 50% Recycled/10% Post Consumer Paper
None
r Carolina
/Vaturally

V
, 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 1,515 linear feet of 8-inch gravity sewer,
377 linear feet of 6-inch gravity sewer, and the discharge of 10,570 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 (McAlpine Creek NPDES No. NC0024970) 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 and 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 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 File
Raymond Waugh, LandDesign, Inc.
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 ail times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15, 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.
I

r
ispermit shall not be transferable. In the event there is a desire for the wastewater collection
cilities to change ownership, or there is a name change of the Permittee, a formal permit request
sall 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 record 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, tine
blockage or breakage, etc.; or
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.
2

r
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 15th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
IL: -
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032890
3

z
a.
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Perrnittee:
la. Blakeney Retail Northeast, LLC _
Full Legal Name (company, municipality, HOA, utility, etc.)
b. David L. Smith, Vice President
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review '15A NCAC 2T .0106 (bj for authorized signing officials!)
The legal entity who will own this system is:
Individual 0 Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Z Other (specify): LLC
227 West Trade Street, Suite 800
ing Address
North C
e
lh, 704-561-55220 1 i. 704-523-5946
Telephone Facsimile
2.
Project (Fac!Iity) lnformatacrn:
2a. Btakene Crossing
Brief Project Name (permitwitl refs
3. Contact Person:
3a. Robb Klauk
name)
1 e. Charlotte
City
1g. 28211
Zip Code
dsmith
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-333-0325
Phone Number
Project is New ❑ Modification (of an existing permit) If Modification, Per No.:
3c, rklauk landdesi n.corn
E-mail
2. Owner is 0 Public (skip to Item B(3))
2a. tf private, applicant will be:
Private (go to Item 2(a))
2b. If sold, facilities owned by a (mus
Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
©' Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte - Mecklenburg Utilities (C-MUI
Owner of Wastewater Treatment Facility (WWTF) Treating Wast
4a. McAlpine Creek WWTF
Name of WWTF
Charlotte Mecklenburg 5b. 8" Gravity
Utilites Receiving Sewer Size ❑ Force Main
Owner of Downstream Sewer
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
• Apartments/Condominiums
• Mobile Home Park
El School
❑ Restaurant
❑ Office
ater From This Project
4b.
c
NC0024970
F Permit No.
Permit of Downstream Sewer (tnstructio
Retail (Stores, hopping centers)
0 Institution
0 Hospital
EJ Church
❑ Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:
`Co not include future flows or previously permitted allocations
tf the permitted flow is zero, indicate why:
100 % Domestic/Commercial
©!® Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
10,570 gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No. _
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)

plir ,
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).
Retail (88,078 sf) x (120 gpd11000sf) = 10,570 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8" PVC
1515
Gravity
6" PVC (sewer laterals)
377
Gravity
❑ 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W I—
D Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
I Design Flow
Z (MGD)
O F
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wlATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
V
Z
0
QPump Station Location ID
(self chosen -
as shown on plans/map
for reference)
Design Flow
Ce i (MGD)
Q *
LL r--
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
-- —
Z
ix Pump Station Location ID (self chosen - as shown on planslmap for reference)
W
CL Design Flow
(MGD)
fil
Operational Point
GPM @TbH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
;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 8,12 please contact the Central Office PERCS Unit)
13.
Does the
Mains (latest
applicable?
►4 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
FTA12/07

14. Have the following permitsIcertitications been submitted for approval for the system or project to be
erved?
0
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
© Yes D No
Yes D No
ll' Yes 0 No
NiA
0 N/A
© N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] 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,. El and provide details
Owner/Permittee's Certification; (Signature of Signing Official and Project Name)
1, ._. David L. Smith - , attest that this application for Blakeney Crossing
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 143-215.68, 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 ienalties up to $25,000 per violation.
Ofticiaf Sipnatu
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
Professional Engineer's Certification; (Signature of Design Engineer and Project Name)
1, Ratrrnond,R. Waugh _, attest that this application for Blakeney 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. 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 certiification 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. Raymond R. Waugh
Professional Engineer Name
2b. LandDesign, Inc.
Engineering Firm
2c. 223 North Graham Street
Mailing Address
2d. Charlotte
City
2g, 704-333-0325
Telephone
2h. 704-376-8235
Facsimile
2e, NC 2f. 28202
State Zip
2i. [e-mail]
E-mail
NC PE Seal, Sign
FTA1'/07

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:l�argns

mit Number WQ0032890
Central Files: APS SWP^
04/14/08
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
10570
Facility
--Facility Name Major/Minor Region
Blakeney Crossing Minor Mooresville
Location Address County
Mecklenburg
Owner
Facility Contact Affiliation
Owner Name Owner Type
Blakeney Retail Northeast LLC Non -Government
Owner Affiliation
David Smith, President Vice
Dates/Events
Qrig Issue App Received
04/15/08 04/01/08
Regulated Activities
Retail
Wastewater collection
Outfall NULL
Scheduled
Draft Initiated Issuance
Public Notice Issue
Effective Expiration
04/15/08 04/15/08
Re. uested/Received Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

=IARLOT'TE.
C HARLOTTE-MECKCENBU RG
UTILITIES
February 25, 2008
Mr. Robb Klauk
LandDesign, Inc.
223 N Graham Street
Charlotte, NC 28202
SUBEECT: WATER AND SEWER FLOW ACCEPTANCE
BLAKENEY CROSSING
TAX PARCEL# 229-091-03
C-MU TRACKING# 600-08-512
In response to your request, a flow 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 10,570 gallons per day
(88,078 ft2 Retail x 120 gpdi1,000 ft2) 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 2095, (WSMP # 05-01702 & PWS ID # 0160019), 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 shad 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]

Charlotte -Mecklenburg Utilites
W VTP Service Areas with Basins

State of NorthCarolina
Departrrtent of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: ndDesign, Inc.
Project. Name for which flow is being requested: lakene Crossing
„More than one F.TSE-1©/©7 may be required jroa single profeet if the owner of the WWTP is not responsible for call
pwnp stations along the route of the proposed wastewater 'low
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Pertnit
.Aipi.ne ":reek, Irwin Creek, Sugar Creek WWTP
NC0024970, N09024945, 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 inMGD
99.0
12 2
66.8
0,010
79.1
79.9%
Il. 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.
(Finn/Design) Daily Flow, MGD
Six Mile Creek
6.97
2.57
Certification Statement:
certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
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 1 and II for which 1 am the responsible party. Signature of this form indicates
accepta�e of this a :rater flow.
Signing Q a1 Sign attire
Date

Cady
Irzke
WEDDINGT©N, N. C.-S. C
3508O-A7-TF-024
1968.
PHOTOREVISED 1888
DMA 4854 III SE -SERIES V842

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
.4 Ke►ie;
Projer
at
Professional Engineer Name
Engl
ing Firm Name
cation
ID
Name of Waterbed
Coun
River
basin
Waterbody Stream Waterbody
Index No, Classification
If unnamed„ vindicate "unnamed tributary to X', where Xis the named waterbody to which the unnamed tributaayjoins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/O7 ***
FORM: WSCAS-12/07 Page I of 1.

North" Carolina Secretary of State Page 1 of 2
North Carolina
Elaine F: Marshal! DEPARTMENT OF THE
Secretary SECRETARY of STATE
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Date: 4/2/2008
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Corporation Names
Name Name Type
NC Blakeney Retail Northeast, Legal
LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0906293
Current -Active
3/29/2007
Domestic
NC
Perpetual
Agent Name: Long, Edward F.
Registered Office Address: 227 W. Trade St.
Charlotte NC 2820
Registered Mailing 227 W. Trade St.
Address: Charlotte NC 2820
Principal Office Address:
Principal Mailing Address:
227 W. Trade St.
Charlotte NC 2820
227 W. Trade St.
Charlotte NC 2820
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8178736 4/2/2008

Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
September 17, 2008
Blakeney Retail Northeast, LLC
227 West Trade Street, Suite 800
Charlotte, North Carolina 28202
SUBJECT: Blakeney Crossing
Permit No. WQ0032890
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on September 9, 2008.
A full reyiew of the certification materials may or may not be conducted. It is assumed that receipt
of this certification indicates compliance with all regulations, design criteria and the permit: Please
be reminded that the Permittee is responsible for keeping a copy of the final record drawings for
the life of the project. If you have not received a copy, please contact your consultant
immediately to obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.usindpu(ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,
Robert Krebs
8' /Surface Water Protection Regional Supervisor
Enclosure
Cc: Raymond Waugh, LandDesign
Surface Water Protection Section Central Files (certification page only)
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet httpllh2o.enr.ncstate.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fast Track n,ine
Permit No.
April 15, 2008
n
Certification
WQ0032890
Mr. David Smith
Iilakeney Retail. Northeast, LLC
227 West Trade Street, Suite 800
Charlotte, NC 28202
Complete and submit this foray to the pea
One copy of the project record drawings
extension
Supporting design calculations (selected pttr
or storage greater than longest past three yea
of this project
Changes to the project should be clearly icier
nlodificatioijs are required for any changes r
criteria,
P1
nal office with the following,
an & profile v
Raymond Waugh, P.F.
LandDesigri, Inc,
223 North Graham Stilt r^ia
Charlotte, NC 28202 11y�ij�
DWQ-Surface Water Prot ectjcn
collection system
ps, system curve, operating point, available storage if portable generators)
outage reliability option selected) for any pump stations permitted as part
atifred on the record drawings or in written sunvrtaryfor , Per it
esulting in non-complia.ncc with. this permit, regltfations or niini:mum design
This project shall not be considered complete nor allowed to operate until this
supporting documentation, has been received by the Division. Therefore., it is
sent in a manner that provides proem` of receipt by the Division.
ing been audit
Mecklenburg Cow
ngineer's Certification, and all required
highly recommended that this certification be
ENGINEER'S CERTIFICATION
Partial.
c7,x t as a duly reg
ed to observe perio
aroject for the Pemiittee hereby
rred Professional Engineer in the State of North C:arolina,
weekly, full tune) the construction of F.3lakeney Crossing,
hat, to the best erf tny' axhilities, due care and diligence was used in the
observation of the construction such that the constructiion vas observed to be built within substantial compliance of this permit„
15A NCAC 2`l"; 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, signat ;t
e Pe
made tributary to
considered a violatio
SENT) It 115 FCTRtb1 & EillPPORIINC DOC:[.?MENT A'PION
WITH REOU[R.ED ATTACH VIEWNTS TO THE. FOLLOWING ADDRESS
1 IOORESVILLE REGIONAL. OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILL,E, NORTH CAROL. INA 28115
:ckin all paitial certifications up until a final certification is received. Any wastewater flow
ller`.tion sy"ste.m extension pnor to completion of this Engineer's Certification shall he
'the permit and shall subject the. Permittee to appropriate enforcement actions,