WQ0030018_Regional Office Historical File Pre 2018

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Mr. Justin Little, President
Blakeney Apartments, LLC
227 West Trade Street
Suite 800
Charlotte, NC 28202
Dear Mr. Little,
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
February 7, 2007
Subject: Permit No. WQ0030018 Modification
Blakeney Apartments
Wastewater Collection System Extension
C-MU TRACKING #600-06-615
Mecklenburg County, North Carolina
In accordance with your application received on February 6, 2007, we are forwarding herewith
Permit No. WQ0030018, dated February 7, 2007, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 Action Employer— 50% Recycled/10% Post Consumer Paper
NoNa"` Carolina
turally

Mr. Little
Page 2
February 7, 2007
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 1,795 linear feet of 8-inch gravity sewer
and the discharge of 38,340 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the application received February 6, 2007,
and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of 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,
r2
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Andrew Moriarty, The John R. McAdams Company, Inc.
Surface Water Protection Central Files
Tom Asenzo, 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall• be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North•Carolina General Statute §143-215.1C.
1

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 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, 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.
2

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 7th day of February, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030018 Modification
3

Fast Track Engineering Certification
Permit No. WQ0030018 Modification
February 7, 2007
Justin Little, President
Blakeney Apartments, LLC
227 West Trade Street
Suite 800
Charlotte, NC 28202
Complete and submit this form to the permit issuing regional office with the following:
o 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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Blakeney Apartments, 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 Perinittee 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.
*This permit was modified for the addition of flow and line length

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DWQ)
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9. Owner:
a. BLAKENEY APARTMENTS, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
JUSTIN F. LITTLE, PRESIDENT
Signing Official Name and Title
1 c. The legal entity who will own this
_ ❑ individual ❑_Federal 0 Municipality
Id. 227 WEST TRADE STREET, SUITE
(Please review 1SA NCAC 2H .0206(b)
system is;
Partnership
e.
for authorized
signing officials!)
ID Othertspeciiy) _
IliState/County • Private
_Corporation
800 ii
CHARLOTTE
Mailing Address ; City
Of. NORTH CAROLINA 1g. 28202
State 3
1h. 704-561-5236 ii. 704-525-3562
Zip Code
1j. 'little crosland.com
Telephone Facsimile
;
2b.
E-mail
12. Project (Facility) Information_
BLAKENEY APARTMENTS (PHASE II)
MECKLENBURG
Brief Project Name (permit will refer to this name)
County Where Project is Located
Contact Person:
3a. ANDREW P. MORIARTY, P.E., THE JOHN R. McADAMS COMPANY, INC.
Name and Affiliation of Someone
3b. 704-527-0800
Who Can Answer Questions About
this Application
3c. 704-527-2003
Phone Number E-mail
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(of an existing permit) If Modification, Permit No.: W00030018
1. Project is ■ New 0 Modification
For modifications, attach a separate sheet clearly explaining
phase, changing line sizellength, etc.). Only include
duplicate project information in B(7) and B(10.11) that
the reason for the modification (i.e. adding another
the modified information in this permit application - do not
has already been included in the original permit.
(go to Item 2(a))
2. Owner is • Public (skip to item B(3)) ►X Private
�2a. If private, applicant will be:
church, single office, etc.) on
etc. - skip to Item B(3))
etc. - go to Item 8(2b))
' 2b.
1
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3
If sold, facilities
owned by a (must choose one)
(Instruction III)
Assoc./Developer (Instruction IV)
❑ Public Utility
• Retaining Ownership (i.e. store,
0 Leasing units (lots, townhomes,
■ Homeowner
❑ Selling units (lots, townhomes,
CHARLOTTE-MECKLENBURG UTILITIES
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McALPINE CREEK WWTF 4b. NC0024970
i Name of WWTFEW ! WWTF Permit No.
CHAR.-MECK. UTILITIES
5b. 24"
Receiving Sewer Size
® Gravity
0 Force Main
5c.
Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
16. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
'
Home
(specify):
% Domestic/Commercial
■ Car Wash
0 Apartments/Condominiums ! 0 Institution
❑ Mobile Home Park ' • Hospital
% industrial
! ■ School
IN Church
El Nursing
1 • Other
0 Restaurant
El Office
If
E %Other (specify):
7. Volume of wastewater to be allocated for this particular
project:
10.530 gallons per
day
*Do not include previously permitted allocations
—
8. If the permitted flow is zero, indicate
❑ Interceptor Line - Flow will
❑ Flow has already been allocated
❑ Rehabilitation or replacement
why:
be permitted in subsequent permits
in Permit No.
that connect to this line
flow expected
of existing sewer with no new
FTA 02/03 - Rev. 3 04/05

FAST -`I' ' CK APPLICATION for C'Y SE'i RS, PUMP STATIONS, ANDFORCE MAINS
PAGE 4
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Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
135 GPD/unit x 78 units = 10,30 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
895
Gravity or Force Main
se the pull down menu)
GRAVITY
ENTER TOTAL LINE LENGTH IN MILES 0.17
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID ...
Power Reliability Option
(self tlosen - as shown on Design Flow; Operational Point (1- dual line feed; 2- permanent generator w/A'TS; 3-
pi n or cross-reference) (MGD) __ _, GPM @ TDH portable generator wlteiiemetry; 4-wet well storage)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Fore
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable
Yes 0 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
Have the following permitslcertiflcations been submitted for approval? TO CITY OF CHARLOTTE
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Yes D No D N/A
Sedimentation and Erosion Control P
an?
Stormwater? 4 Yes 0 No 0 N/A
14. Does this project involve aerial lines or siphons? Check if yes:
These lines.will be considered high orio ity and must be checked once even' six months
15, Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 1O% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
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1. 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
AND,
is not needed because all parts of the
is not needed because the design does
station near a Class C down slope waterbody.
project are at least 100 feet away from any down slope
0 A Stream Classification
option for any pump
not depend on wet well storage as a power reliability
Location ID on Map
(self chosen - as shown on
map for cross-reference
A
Name of
Waterbody
SIX MILE CREEK
County
River Basin
Waterbody Stream Waterbody
Index i Classification
MECKLENBURG
CATAWBA
11-138-3
C
B
FLAT BRANCH
MECKLENBURG
CATAWBA
11-138-3-2 C
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Submit the B.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
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1. Applicant's Certification:
I, JUSTiN F. LITTLE, attest that this application for BLAKENEYAPARTMENTS (Phase II) has been reviewed by me and
is accurate and complete to the best of my knowledge. i understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any 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 p r violation.
1 a. / 2 Z2 b 6
Signing fcial Signatur ate
2. Profess onal Engineer's Certification:
1 attest that this application for BLAKENEYAPARTMENTS (Phase uj 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 certain portions of this submittal
1 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.
I
2a. ANDREW P. MORiARTY, P.E.
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Professional Engineer Name
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2b. THE JOHN R. McADAMS COMPANY, INC.
Engineering Firm
2c. 5311 SEVENTY-SEVEN CENTER DRIVE, SUITE 66
Mailing Address
2d. CHARLOTTE 2e. NC f.. 28217
City 1 State I Zip
2g. 704-527-0800 h. 704-527-2003 21. [e-mail]
Telephone L Facsimile
E-mail
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 6
ADDENDUM
PROJECT DESCRIPTION
This project provides for the addition of 78 apartment units to the Blakeney
Multi -Family Development. This project is currently under construction.
Sanitary sewer system extension permit for the project was granted by
DWQ on March 23, 2006, as permit number WQ0030018.
The proposed addition of 78 units in 11 buildings will involve the addition
of approximately 895 linear feet of 8" sanitary sewer, four manholes, and
individual building connections. The system will connect to an private
sanitary sewer manhole installed as part of the Blakeney Multi -family
Development project, and will not involve construction on the part of the
public utility.
FTA 02/03 - Rev. 3 04/05

((D)
11111
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
December 29, 2006
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 APARTMENTS, PHASE 11
C-MU TRACKING #600-06-615
JAN tl
zir
The John R. McAdam Co.
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 10,530 gallons per day (78 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. Please see
attached basin map.
Upon completion and acceptance of all necessary water mains to serve the subject site, 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 1D # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities 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.
Charlotte -Mecklenburg Utilities does not expect any of the above conditionspreclude 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 Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
0._)}X??,e-d-2
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basins

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM CLASSIFICATION
1. 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:
D 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)
Name of
Waterbody
County
I
River Basin
Waterbody Stream
Index
Waterbody
Classification
A
SIX MILE CREEK
MECKLENBURG
CATAWBA
11-138-3
C
B
FLAT BRANCH
MECKLENBURG
CATAWBA
11-138-3-2
C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
D. CERTIFICATIONS
1. Applicant's Certification:
i, JUSTiN F. LITTLE, attest that this application for BLAKENEYAPARTMENTS (Phase 1i) has been reviewed by me and
is accurate and complete to the best of my knowledge. 1 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 p rviolation.�
la. /444 ! /222 bG
Signing fficial Sl natur ate
9 99
2. Profess anal Engineer's Certification:
i attest that this application for BLAKENEY APARTMENTS (Phase iI) 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 certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that ! 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 143-215.68, 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 tine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. ANDREW P. MORIARTY, P.E.
t'� %,(%, C �1y#�t ,
Professional Engineer Name
' .' ' . e
��
2b. THE JOHN R. McADAMS COMPANY, INC.
ti.,c`.
- -�. . 4' .10 'M
Engineering Firm
- S'I�
c. 5311 SEVENTY-SEVEN CENTER DRIVE, SUITE 66
-
Mailing Address
' °
2d. CHARLOTTE
2e. NC 2f.. 28217
f�`j ',. ' °` '4, �`.:�
City
State Zip•
J!/!!!l j j j; V ti i,\\ / -3 - d 7
2g. 704-527-0800
2h. 704-527-2003 2i. [e-mail]
Telephone
Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

Post {lftor',
Res6,,€rcli Tr ita,tl,@cr r ark„
No tl; Car,Ana
2905 Meridian
rltl'' aza . North
800-7:33-5E34(3
919-301-500040
919361-2269 Fax
Since 9
THE OHN R. McADAMS COMPANY, INC.
7
Ms. Dee Browder
North Carolina Department of l'nvironnaent and Natural Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 281 15
Re: Blakeney Apartments, Phase II
Charlotte, North Carolina
CPR-06030
Dear Ms. Browder:
On behalf of our client. Crosland Properties, we here e ith submit the Fast -
Track Application form for approval of the gravity sewer system ser Ping 78
units in the ,second phase of this project.
Please find enclosed the followir
g:
■ Two copies of the completed Application form including the required
ceritifFcations and enumeration of downstream water bodies
John R. McAdams Company check no. 50363 to NCDI NR for $400,00,
covering the application fee
■ Two copies of a letter from C hariot,te-Mecklenburg ttftilities afireeir g to
provide sanitary sewer service for the project and confirming that
downstream sewer capacity is available
■ Two color copies of the portion of the JSGS topographic quad map
covering the project (USES Quad #35080-A7-T -024, Wcddington NC -
SC), indicating th. location of the project on the map
This project is an expansion of the Blakeney Multi -family Development, for
which NC DENR has previously approved construction. under pertnit number
WQ0030018.
If you have questions a:ar reqtire. additional information., please feel laee tc
contact me. I may be reached by telephone. at 704-527-0800, or via e-mail at
Yaa.rhrcacc.
V'e Zook forward to your favorald'Ie review` taf"this project.
Sincerely,
THE JOHN R. Nlci\1S ', INC.
=id Yarbro
rr�Prr��ud s;. l .Enginec
5311 � t. Soren Center Drive
iude 66
C11£tF`'rflttr'.. North Garofirla 28217
809-733-5646
704- 52 7-f0 ti00
tnpsehenstive LatE wDeve urnent Design Strrvk es
wefry t , rE�r a E1.nrs sw cee
AT

Permit Number WQ0030018
Central Files: APS SWP
02/06/07
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
38340
Facility
Facility Name
Blakeney Multi -Family
Location Address
Owner
Status Project Type
In review Major modification
Version
B
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Blakeney Apartments LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Justin Little, VP
227 W Trade St
Charlotte
NC 28202
Orig Issue App Received
03/23/06 02/06/07
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
issuance
Public Notice Issue Effective
02/07/07 02/07/07
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasln