WQ0032175_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Goieen N. Sullins Dee Freeman
Governer Drector Secretary
January 18, 2011
Mr. Clifton Coble, President
Bissell Development, LLC
13860 Bailantyne Corporate Place
Suite 300
Charlotte, NC 28277
Subject: Permit No. WQ0032175 Modification
CBP-9E Truck Sewer Relocation
Wastewater Collection System Extension
C-MU TRACKING No. 600-10-632
Mecklenburg County, North Carolina
Dear Mr. Coble,
In accordance with your complete application received on January 11, 2011, we are forwarding
herewith Permit No, WQ0032175, dated January 18, 2011, to Bissell Development, 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effective from the date of issuance until rescinded, shall hereby void Permit No. WQ0632175 dated
September 5, 2067, 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,
This modification request involves a change in the sewer's path in order to meet existing building
inverts. No additional flow is requested in this permit modification, The original permit authorized up to
69,472 gpd of domestic wastewater flow.
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.
Mooresv€9ie Regional Office
Locatlon:61© East center Avenue, Suite 301,'MooresvifIe, Nc
Phone, [phone] t Fax: [phone] customer Sery
Internet: http.!lportal,ncdetir,orglweblwq
r 7.623-6'743
NOne
rthCarol ijna
An Equa Opportunity Atf rrnntivc Action Employer ._ 50% Brow,

Cc:
Eton Coble
g'
January 18, 2011
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 455 linear feet of 8-inch gravity sewer and
the discharge of 0 gallons per day of additional collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the complete application received January
11, 2011, 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 150E 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 Michael Parker at (704)
663-1699,
Sincerely,
Electronic copies: Erin Hall, Mecklenburg County Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Jay D. Banks, P.E., KimleyuHorn & Associates
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files

A
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 Amap of the sewer system .shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and irhplemented.
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 §143-215.1 C.

4. This permit is not 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 Genera! 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 1 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 18th day of January, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032175 Modification

Fast Track Engineering Certification
Permit No. WQ0032175 Modification
January 18, 2011
OwnerrWQCS PE
Clifton Cobie, President Jay D. Banks
Bissell Development, LLC Kimley-Horn & Associates
13860 Ballantyne Corporate Place 1919 S. Boulevard, Ste. 100
Charlotte, NC 28277 Charlotte, NC 28203
WQCS/INVNITP
Barbara Gross
Charlotte Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 23216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, 0 weekly, ❑ full time) the construction of CBP-9E Trunk Sewer Modification,
a Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

USE THE TAB KEY TO MOVE FROM FtELD TO HELD!
Application Number:
(to be completed by DWQ)
z
0
0
2
4
0
Ct.
CL
I. Owner/Permittee:
la. Bissell Development, LIC
Full Legal Name (company, municipality. HOA. utility, etc)
1 b, Clifton Coble - President
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b)
lc
ld
r authorized signing officials!)
RECEIVED
Corpa``iiklicEtiti*Tilii9h1fLITY
lf.
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County El Private Partnership
13860 Ballantyne Corporate Place, Suite 300 le Charlotte
Mailing Address City
North Carolina lg. 28277 IP
State Zip Code MOORESVOAE REGT
lh, 704-248-2081 li 704-248-2002
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Ballantyne CBP-9E San, Sewer Relocation
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a JayBanks, PE — Kimley-Horn & Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-319-5685 3c, jay.bank e shorn.com
Phone Number E-mail
1 Project is 0 New Modification (of an existing permit) If Modification, Permit No :
2b Mecklenbua
1j, [e-mail]
County Where Project is Located
FICIE
2. Owner is 0 Public (skip to Item B(3)) Private (go to Item 2(a))
2a If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e store, church, single office, etc) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhornes„ etc - go to Item S(2b))
3. Charlotte -Mecklenburg Utilities
O Public Utility (Instruction C)
Homeowner AssocIDeveloper (Instruction D)
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
25a Charlotte -Mecklenburg Utility 5b. 8"
0
2
4a. McAlpine Creek Wastewater Treatment Plant 4b NC0024970
Name of WWTF WVVTF Permit No,
Gravity 5c, 100-96-884
Owner of Downstream Sewer Receiving Sewer Size LJ Force Main
The origin of this wastewater is (check all that apply)
0 Residential Subdivision
Ej Apartments/condominiums
Ej Mobile Home Park
School
0 Restaurant
Office
Permit # of Downstream Sewer (Instruction E)
Ej Retail (Stores, shopping centers)
0 Institution
[Ej Hospital
0 Church
Ej Nursing Home
ID Other (specify)
100 % Domestic/Commercial
% Industrial (attach
description,)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where tow will be permitted in subsequent permits that connect to this line
0 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)
F A

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 NCAG 2T .0114 (f).
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
New Gravity or Additional
Force Main
455 NIA
❑ 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
w
m Pump Station Location 1D NIA (self chosen - as shown on planslmap for reference)
Z
Design Flow Operational Point Power Reliability Option
Z (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
Q 2 - portable generator w/ATS
U
Z
0
QPump Station Location ID NIA (self chosen - as shown on planslmap for reference)
a Design Flow Operational Point Power Reliability Option
re (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
Q 2 - portable generator wlMTS
LL
Z
B. PERMIT
Pump Station Location ID NIA (self chosen - as shown on planslmap for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w1MTS
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 2°d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ 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 perm itslcertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification'/ ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No NIA
Stormwater? ❑ Yes ❑ No 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. ❑ and provide details
1a
Owner/Permittee"s Certification: (Signature of Signing Official and Project Name)
1, _Clifton Coble attest that this application for Ballantyne CBP-9E San. Se vw r Relocation,
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 alt required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and '143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
Signing. Official Signature
0-`1! • it
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, Jay D, ,Banks PE _ , attest that this application for Ballantyne CBP-9E San. Sewer Relocation 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 Diviisiion guidance.
Although other professionals may have developed certain portions of this submittal package, 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 fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Jay D. Banks, PE
Professional Engineer Name
2b, Kimley-Horn & Associates
Engineering Firm
2c. 1919 South Boulevard, Suite 100
Mailing Address
2d. Charlotte
City
2g, 704-319-5685 2h. 704-704-409-181
Telephone
2e. NC 2f. 2.8203
State_.-.-_... Zip
2i. jay.banks ackimley-horn.com
Facsimile E-mail
NC PE Seal, Signature & Date
FT`A 12/07

NArzz-9
Michael F. Easley, Governor
cWilliam G Ross Jr., Secretary
North Carolina Department of Environment andNatural Resources
•t✓ Fl1.0
+++ Coleen H Sullins, Director
$C-- Division of Water Quality
September 5, 2007
Ms. Clifton Coble, President
Bissell Development, LLC
13860 Ballantyne Corporate Place
Charlotte, NC 28277
Subject: Permit No. WQ0032175
CBP-9 Truck Sewer
Wastewater Collection System Extension
C-MU TRACKING #600-07-634
Mecklenburg County, North Carolina
Dear Mr. Coble,
In accordance with your application received on August 20, 2007, we are forwarding herewith
Permit No. WQ0032175, dated September 5, 2007, to Bissell Development. 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 Avc., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
internal: www.ncmwaterqua ity org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
N1o1•
hCaro ina
atura!{t

Mr Coble
Page 2
September 5, 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 1,720 linear feet of 8-inch gravity sewer
and the discharge of 69,472 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the application received August 20, 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 150E 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
Brian Dey, McKim & Creed
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 (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction 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 5th day of September, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032175
3

Fast Track Engineering Certification
Permit No WQ0032175
September 5, 2007
OwnerMIQCS PE
Clifton Coble, President Brian Dey
Bissell Development, LLC McKim & Creed
13860 Ballantyne Corporate Place 8020 Tower Point Drive
Charlotte, NC 28277 Charlotte, NC 28227
WQCSMM TP
Steven Miller
Charlotte Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS 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 CBP-9 Trunk Sewer, a Mecklenburg
County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance of
this permit; 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials_
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coreen Sullins, Director
Division of Water Quality
December 3, 2008
Bissell Development, LLC
13860 Bailantyne Corporate Place
Charlotte, North Carolina 28277
Attn: Clifton Coble, President
SUBJECT: CBP-9 Trunk Sewer
Permit No. WQ0032175
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on November` b; 2C:=
'Mull review of the certification materials may or may not be conducted. It is assumed thatreceip#
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 projecti If you have not received a copy, please contact your consultant
irhmediately to obtain a copy.
.
You are'receiying this Jetter.bepause. 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 traniterable. Form' PNOCF-S can be downloaded from
http://h2o.enr.state.ric.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].
Sincerely,
t\Robert Krebs
Surface Water Protection Regional Supervisor
Enclosure
•
. • •-• 'Cc: - Brian Dey, McKim & Creed
- ...Steve -Miller, CM, • .^:: `." :' .:. "
•
Surface Waler_Profection Section Central .Files. (certification page, only). , :
One
NorthCarolrna
7'aturally
Pretreatment, Emergency Response and Collection Systems Unit Internet httpJTh2o.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

RECEIVED
DIVISION OF WATER QUALITY
SWP SECTION
MOOREE9itCtE REGIONAL OFFICE
Janurry 11,20,1,t
Mr,
Kirnl
ty B jerks
v Hern & Associates
South Boui©v&d
100
lotte, NC 2a203
CHARLOTTE MECKLENSURG
UTUJTIES
SUBJECT WATER AND SEWER FLOW ACCEPTANCE
BALLANTYNE CBP-3E
TAX PARCEL# 223-161-0e
C-MtJeTRACKING## 600-10-6 2
DWQ PERMIT# WQ0032175
A f {w accept arc teacty rax the subject site- teas been completed and the following ha:s been det err.
Chaelottee-P<tecklenburg Utititie.-s a lr`ees to accept the gravity- sewage flow of (,) gpd (no additional fiat
this project for transrnission to the McApine CreekW'astow°ate.' Tre7tnient Plant; NPDES permit nth b r.
NC0024970., for treotrrrent, This acceptance of flow is bases' on the existir e raapacity of the design
ptittAlcIy owned treatrnenth works, Pease see att'ar..t.ed NCDENR Flow fry c: irrg form.
Gnarl() trre-L eclklenburg Uii it:les agrees. to furnish water to the subject project, `t"Ix water L ii
subject project is regu€uteed by the State Drinking Water Act Amendments 0
Management Plan, dated t' c tober 2005, (1A/SNIP 4 05-01702 & PLANS ID " 01 flt tt $. ora fil
Public Vkiater Supply Seoti n of NCLIENR. However„, Charlotte-t�a1ee lenburgg Utilities cannot c u0
constant pressure or quality of flow.
Due to the irrtrtai raa ra? of other agencies and con
ability to provide service for future projects cannot
Charlotte -Mecklenburg Utilities system is accepted
The applicant ;;brain understand t.tr
systems, s, as the appropriate local o
t ttfhorf tac rat e ersfrtigt c rarartrw
f acc optarik,
lye
d an
41
2
Barbara Gross
Engineering Assistant
New Services Section
of t e vat r ar sea,
d nor reserve t. Cejcrt
e, first served :basis,
system the
ion to the
nation to construct )rivcte water or sewer
this tettea° is not aerttaori
State permits ere rc>rluir d 6
aaat od faa e rTd g rr c ti
r n sag rr�attt afar soya e
n ce,otance f o r most be ft
CIt RLOTT€-M CKLEi uRp UVUTIES
Customer Service D vrs o New S it',ia5 Snctio
ar try e;,rr :3traactita
ra fara r rat t0!19
r'aota4arijs) teas
u
r2 nett
been received
of serail be
www.c.
h100 Brookshire Boulevard
Charlotte, NC 282'16
PK 7041399-''2221
Fah' 704r' 393-221 J

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall }DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 1/12/2011
Click here to:
View Document Filings I Sign Up for E-Notifications 1
J Pre -populated Annual Report Fillable PDF Form j File an Annual Report i
Corporation Names
Name Name Type
NC BISSELL DEVELOPMENT, LEGAL
LLC
Limited Liability Company Information
SOSID: 0434169
Status: Current -Active
Effective Date: 8/6/1997
Dissolution Date:
Annual Report Due Date: 12/31/2000
Citizenship: DOMESTIC
State of Inc.: NC
Duration: DEC 2049
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
BISSELL, H. C.
13860 BALLANTYNE CORPORATE PLACE
SUITE 300
CHARLOTTE NC 28277
13860 BALLANTYNE CORPORATE PLACE
SUITE 300
CHARLOTTE NC 28277
Office Address:
Mailing Address:
Officers
13860 BALLANTYNE CORPORATE PLACE SUITE
300
CHARLOTTE NC 28277
13860 BALLANTYNE CORPORATE PLACE SUITE
300
CHARLOTTE NC 28277
Title: MANAGER
Name: LARS WILSON
Business Address: 13860 BALLANTYNE CORPORATE PLACE
SUITE 300
CHARLOTTE NC 28277
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2680
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4833375 1/12/2011

Kimley-Horn
and Associates, Inc.
Trot}rsm
is
MOORE 'S.
;lttaakL11"
Date: 01,06111 1oh Number: 018 4{116
Suite 100
1919 South Boulevard
Charlotte, North Carolina
28203
TEL [phone]
FAX [phone]
Project Name. Ballanryne CBP-9E Sanitary sewer relocation
NCL)ENIt - Division
To: of Water Quality
Mooresville Regional Office
610 E, Center Avenue
Mooresville, NC 28115
[phone]
ser ding these? by,
LS. Mat)
r Other
ending you
,Attached
© Shop Drawings
Other,
s Date
12122/10
O'1'06/11
0
1.
'03/08
Hand Deliver
l Under separate cover via
Sanitas
1520029
47
rints?`Plans
nples [ Specifications
plfettrio
ve.Mcri tion
Fast -Track Application Form
Re'vie
4h0,00
a. FTSE 1 0/07 and. Clow acceptance
US S Map
Copy of
Copy of o
These are transmitted as checked below:
El For your use
0, As requested
For re and con n
Remarks:
rrtii approval
LI .Approved as stibrni"red t p l csubmit • Copies for approval
© Approved as noted Submit j Copies for distribttttrrn
Returned for t:eirrect.ions Return [] Corrected prints
Copy to: Signed
Page l

Central Files: APS^ 5WP_
01/18/11
Permit Number WQ0032175
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, &'Pressure Sewer 1.10 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
69472
Facility
Facility Narne
CBP-9 Trunk Sewer
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Bissell Development LLC Non -Government
Owner Affiliation
Howard C. Bissell
Dates/Events
Orig issue App Received Draft Initiated
09/05/07 01/11/11
Scheduled
Issuance
15720 John J Delaney Dr
Charlotte NC 28277
Public Notice Issue Effective Expiration
01/18/11 01/18/11
Regulated Activities Requested/Received Events
Additional information received
Office
Wastewater collection
Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin