WQ0030018_Regional Office Historical File Pre 2018 (2)

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P60
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P,E. Director
Division of Water Quality
March 23, 2006
Mr. Justin Little, President
Blakeney Apartments, LLC
227 West Trade Street
Suite 800
Charlotte, NC 28202
Subject: Permit No. WQ0030018
Blakeney — Multi -Family.
C-MU TRACKING #600-05-575
Mecklenburg County, North Carolina
Dear Mr. Little:
In accordance with your application received on March 1, 2006, we are forwarding herewith
Permit No. WQ0030018, dated March 23, 2006, to Blakeney Apartments, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H .0227 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 2H .0200; 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.newaterquality.org Customer Service: 1-877-623-6748
An Equal opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
One
Nor Carolina
tiara/!J

Mr Litt6e
Page 2
March 23, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Blakeney Apartments, LLC for the construction and operation of approximately 2,435 linear
feet of 8-inch gravity sewer as part of the Blakeney Multi -Family project, and the discharge of 27,810
gallons per day of collected domestic wastewater into the Charlotte -Mecklenburg Utilities existing
sewerage system, pursuant to the application received March 1, 2006, and in conformity with 15A
NCAC 2H .0200; 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,
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 Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Servoices Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WVVTP Permit No, NC0024970)
Andrew Moriarty, The John R. McAdams Co., Inc.
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 2H .0220, 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.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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
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! 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 11 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 22rd day of March, 2006.
NORTH CAROLINA ENVIRONMENTAL, MANAGEMENT COMMISSION
;Dr. 2:.
for Alan W. Klimek, R,E':, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030018
3

Fast Track Enciineerinq Certification
Permit No. VilQ0030018
March 23, 2006
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-com_pliance with thispermit,requlations 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
El Partial L1 Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, 9 weekly, 0 full time) the construction of the Blakeney Multi -
Family, 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 2H .0200: 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

Apartment complex
Condominium
Wastewater collection
Outfall NULL
Permit Number WQ0030018
Central Files; APS SWP
03/22/06
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
27810
Facility
Facility Name
Blakeney Multi -Family
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Blakeney Apartments LLC
Dates/Events
Non -Government
Owner Affiliation
Justin Little, VP
227 W Trade St
Charlotte
NC 28202
Orig Issue
App Received
03/03/06
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Re • uested/Received Events
Additional information requested
Additional information received
Waterhody Name
Stream Index Number Current Class Subbasin

THE JOHN R. McADAMS COMPANY, INC.
5311 SEVENTYSEVEN CENTER DRIVE, SUITE 66
CHARLOTTE, NORTH CAROLINA 26217
PAY
TO THE
RS
AUTHORIZED SIGNATURE
DATE
50251
FOR
Central Caro ' a Bank
Lhuham, North Carolina 2770
e,/ . Vd0 30ag
u'0005025LH' 1:0531004651: ,00 L1136L2011'
02
66-46-531
NP

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MA
moc. ; PAGE 3 a oFFmE
USE THE TAB KEY TO MOVE FROM FIELD TO FIE
ner:
KENEY APARTMENTS, LLC
Full Legal Name (company, municipality, HOA, u
0 b. JUSTIN F. LITTLE, PRESIDENT
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing offi
Application Number.
(to be completed by DWQ)
lc. The legal entit��l1 who will own this system is:
❑ Individual L j Federal,© Municipality 0 State/County ❑ Prtvete Partnership Corporation 0 Other (spi
0 11d. 227 WEST TRADE STREET, SUITE 800 'le. CHARLOTTE.
Mailing Address
z
NORTH CAROLINA
State
1 h. 704-561-5236
Telephone
2. Project (Facility) Information:
2a. BLAKENEY MULTI -FAMILY© DEVELOPMENT
City
28202
Zip Code
ittletcrosland.com
E-mail
2b. MECKLENBURG
Brief Project Name (permit will refer to this name
3. Contact Person:
i3a. ANDREIN P. MORIARTY, P E., THE JOHN R. McAOAMS COMPANY, INC.
Name and Affiliation of Someone Who Can Answer Questions About this Application
fi1). 704-527-0800 3c. 704-527-2003
Phone Number
County Where Project is Located
E-mai
Project is New ❑ Modification (of an existing permit) If Modification, Permit No,:
0
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit
Owner is ❑ Public (skip to Item 8(3)) Private (go to Item 2(a))
If private, applicant will be: 2b. If sold, facilities owned by a (must choose l
❑ Retaining Ownership (i.e. store, church, single office, etc) or
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to item 8(2b))
CHARLOTTE-MECKLENBURG UTILITIES
Owner of Wastewater T
Facility (WW TF) Tr
a
Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
From This Project
IcALPINE CREEK WWTF
Name of WWTF
U. 6a. CHAR.-MECK. UTILITIES NI 12", 24"
Owner of Downstream Sewer !Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
Gravity
0 Force Main
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
Other (specify):
4b. NC0024970
WWTF Permit No.
ber of townstream Sewe
1QQ % Domestic/Commercial
% Industrial
% Other (specify):
Volume of wastewater to be allocated for this particular project: 27 $10 gallons per day
'Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this fine
Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 Rev. 3 t14I05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
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115.
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
135 GPD/unit x 206 units = 27,810 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8"
2435±
ENTER TOTAL LINE LENGTH IN MILES
0.46±
11. Summary of Pump Stations
----,
Location ID
(self chosen - as shown on
1 plans for cross-reference)
to be Permitted
Design Flow
(MGD)
(attach additional sheets
Operational Point
GPM @ TDH
as necessary)
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storagej
.
i
!
;
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
El Yes • No if no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
D Yes • No 0 N/A
IS1 Yes M No M N/A
D N/A
e Yes II No
14. Does this project involve aerial lines or siphons?
Theselines.wilbesonsidered.hichononbcand_mustbe..checked
Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed fines more
corrected prior to submitting the final engineering certification..
Check if yes: D
once_everv_six.months
at minimum slopes? 121
than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04105

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
© A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
A
B
Name of
Waterbody County
SIX MILE CREEK MECKLENBURG
FLAT BRANCH MECKLENBURG
River Basin
CATAWBA
CATAWBA
aterbody Strea
Index
11-138-3
11-138-3-2
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, JUSTiN F. LITTLE, attest that this application for BLAKENEY MULTI -FAMILY DEVELOPMENT has been reviewed by I
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 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 "Nation.
Waterbody
Classification
C
C
Signing + fficlal Signature
Professional Engineer's Certification:
I attest that this application for BLAKENEY MULTI -FAMILY DEVELOPMENT 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 Miinimum 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 certain portions of this submittal
package may have been developed by other professionals, 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. ANDREW P. MORIARTY,, P.E.
Professional Engineer Name
2b. THE JOHN R. McADAMS CO., INC.
Engineering Firm
2c. 5311 SEVENTY-SEVEN CENTER DRIVE, SUITE 66
Mailing Address
2d. CHARLO I I E
City
2e. NC 2f. 28217
State Zip
2g. 704-527-0800 2h. 704-527-2003 2i. moriarty©johnrmcadams.com
Telephone Facsimile E-mail
r'
tNvollitiof
E /a.
A
1
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

crx
41011
CHARLOTTE.
CHARLOTTE-MECKLENBU RG
UTILITIES
October 26, 2005
Mr. David Yarbrough
The John R. McAdams Company, Inc.
5311 Seventy Seven Center Drive
Suite 66
Charlotte, NC 28217
SUBJECT: WATER AND SANITARY SEWER. FLOW ACCEPTANCE
BLAKENEY MULTIFAMILY DEVELOPMENT
TAX PARCEL #229-401-97
C-MU# 600-05-575
Dear Mr. Yarbrough:
E,EIVED
Of i 2 8 2005
THE JOHN R. McADAMS CO.
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 27,810 gallons per day (206 apartment units x 135 gpd/unit)
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; which is contingent upon final acceptance and issuance of a
discharge permit from the appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, C-MU 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 January 2000, (WSMP # 00-
00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions to preclude water or sewer service to the subject site.
However, the applicant should understand that 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 C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
SaM‹42/1
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Legond:
=Mountain Island Basin
1=i Long Creek Basin
=Old Dowd Road/Paw Creek Basin
ig3 Plott Road Area
p Lansbury Court Area
Roads
Fmnry
Majo T rc plum
SlmM
W+E
SITE
CMU# 600-05-575

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North Carolina
DEPARTMENT of THE
SECRETARY OF STATE
Po Box 29672 Raleigh, NC 2T826-0622 (9 9)607-2000
Date: 3/22i2606
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Corporation Names
Name
NC Blakeney Apartments,
LLC
Name Type
Legal
mited Liability Company infor
ion
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0832362
Current -Active
3/6/2006
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Long, Edward F.
227 West Trade St., Ste, 800
Charlotte NC 28202
227 West Trade St., Ste. 800
Charlotte NC 28202
No Address
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http://www sec;rotary.state.ne.us/Corporations/Corp.aspx?Pitemld=7930608 3/22/2006

VrTR
G
• r.rrnYsr.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
February 6, 2008
Blakeney Development, LLC
227 W. Trade Street
Suite 800
Charlotte, North Carolina 28202
SUBJECT: Blakeney Multi -family
Permit No. WQ00300I8
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on January 23, 2008. A
full review 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.us/ndpu/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].
Sir erely,
6th[J
JRobert Krebs
6 Surface Water Protection Regional Supervisor
Enclosure
Cc: S. Keith Cooper, The John R. McAdams Co., Inc.
Surface Water Protection Section Central Files (certification page only)
Nne
orthCarolina
Naturally
Pretreatment, Emergency Response and Coliedion Systems Unit Internet httpf/h2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

!Fast Track Engineering Certification
Permit No. WQ0030018.
March 23, 2006
Complete and submit this
orm to the permit issuing regional office with the fo
• 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 n 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
I, , as duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ( periodically, El weekly, EJ full time) the construction of the Blakeney Multi -
Family, 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 2H .0200; 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.

Research ` r ial ePa✓:k.M'
Post 0ttice Ho.x 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919°361-5000
919-361-2269 Fax
5311 Severity -Seven Center Drive
Suttee 66
Charlotte, North Carolina 23217
86e-733-5646
704-521-0800
704-627-2003 Fax
T OHN R. McADAMS CO.
January 22, 2008
St k.) 7 9
MANY, INC.
VIA FEDERAL EXPRESS
Ms. Dee Browder
North Carolina Department of Environment and Natural Resources
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Fast Track Engineering Certification
Sewer Permit WQ003001.8
Blakeney Apartments, Phase I
Charlotte, North Carolina
CPR-05000
Dear Ms. Browder:
The construction of the sewer collection system for the subject. project has
been completed.
We herewith submit the following information:
The Fast Track Engineering Certification for the project
One (1) copy of the project record drawings, with final as -built horizontal
and vertical dimensions indicated on the drawings
There have been no changes from the original design of this project which
would result in non-compliance with the permit, regulations, or minimum
design criteria.
Please contact me if you have questions or require additional information. 1
may be reached by telephone at 704-527-0800, or by e-mail at
cooper johnrmcadams.corn.
Thank you far your assistance with the issuance of this permit.
Sincerely,
THE JOHN R. McADAMS COMPANY, INC.
S. Keith. Cooper, PE
Charlotte Regional Manager
SKC/tb
cc: Mr, Adam Ford, Crosland Properties
ComprehenOieLand Qtly,,O_Qp plen>t_®eslgn..Seryice5
V,Ve help oor Hints rrac'r'eed,
NC DEN MRO
D urface Water Profect'o