WQ0032175_Regional Office Historical File Pre 2018 (3)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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
No `hCarolina
)atura!!y

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 WVVTP (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 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 !east 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 28 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities tochange 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

r
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the probiein 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
ICE 6 La----
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
Owner/WQCS 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
WQCSMlWTP
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.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, LI 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.

Central Files: APS SWP
09/05/07
Permit Number WQ0032175 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
69472
Facility
Facility Name
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
Dates/Events
Orig issue App Received Draft Initiated
09/05/07 08/20/07
Scheduled
Issuance
Owner Affiliation
Howard Bissell
15720 John J Delaney Dr
Charlotte NC 28277
Public Notice Issue Effective Expiration
09/05/07 09/05/07
Regulated Activities RenuestedlReceived Events
Office
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Waterbody Name Stream Index Number Current Class Subbasin

FAST -TRAM.:
'ATION for GRAVITY SE't'1r'ERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWG)
1. Owner:
la, Bissell Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc_)
lb Clifton Coble, President
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership
0 ld. 13860 Ballantyne Corporate Place
Mailing Address
1f. North Carolina
State
0
Z
LL
z
lh. 704-248-2000 1 u.
Telephone
2. Project (Facility) Information:
2a, CBP-9 'Trunk. Sewer
704-248-2002
Facsimile
1 e. Charlotte
Corporation ❑ Other
City
g. 28277
p
Zip Code
1j. [e-mail]
E-mail
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Matt. Bare Mckim & Creed
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-841-2588 3c. MBare kirrlcreed. o
Phone Number E-mail
1. Project is New (❑ Modification (of an existing permit) If Modification, Permit No,:
2b, Mecklenburg
County Where P
ated
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.
2. Owner is ❑ 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
Retaining Ownership (i.e. store, church, single office,etc.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc,/Developer (Instru
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Mecklenburg Count
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. NC0024970
Name of WWTF WWTF Permit No.
5a, CMUD 5h 8 Gravity 5c. CMUD Job #100-96-884
Owner of Downstream Sewer Receiving Sewer Size i0 Force Main Permit Number of Downstream Sewer
6. The origin of this wastewater is (check all that apply):
4a. McApline Creek
0 Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
0 School
0 Restaurant
Office
O Car Wash
O Institution
O Hospital
0 Church
O Nursing Home
0 Other (specify).
7, Volume of wastewater to be allocated for this _.r
particular
project'
`Do not include previously permitted allocations
472 gal
per
on IV)
100 Domestic/Commercial
y
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
• Industrial
• Other (specify):
02/03 - Rev. 3 04/05

FAST -TRACK APPLICATI©N for GRAVITY SEWERS, PUMP STATIONS, ANO 'GRCE MAINS PAGE 4
9. 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(l)(3).
578,935 feet squared x 120 gpoll,000 feet squared=69,472 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8,. 1720
ENTER TOTAL LINE LENGTH IN MILES 0.32
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
Qplans for cross-reference) (MGD) GPM CO TDH portable generator wltelemetry; 4-wet well storage)
OE
0
1-
12, 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 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 permit slcertifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No ® N/A
Yes 0 No 0 N/A
Stormwater? 0 Yes 0 No Z N/A
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? 0
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
Sedimentation and Erosion Control Plan?
FTA 02/03 - Rev. 3 04/05

0
2. Professional En
FAST•TRACK APPLICATION for GRAVITY SEX ERS, PUMI' STA"PIONS, AND FORCE MAINS
z
rm 1. Use the Divisions guidance document entitled, "DETERMINING STREA
M CLASSIFICATIONS FOR FORM FTA... 0
210
3._ ..
(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 o1 Water Ouaiity
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 teat away from any down slope
waterhody: AND,
(I A Stream Classification is not needed because the design does not depend on wet well storage as a power reliafritify
option for any pump station near a Class C down slope walerbody.
Location ID on Map
(sett chosen -as shown on Name at
map for cross-reference) Waterbody
la.
Applicant's Ce
County
Waterbody Stream
River Basin Index
Submit the 8.5" x 11'' COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
alien:
body
tcatlon
(, Clifton Coble, attest that €firs application for GBP-9 8, C, C & E Gravity Trunk Sewer has boon reviewed by me and is
accurate end complete to tl€e best of my knowledge I understand that it 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 sub/ect to being returned as incomplete Note: In accordance with North Carolina General Statutes 143.215 6AA 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 S 10.©00 as well as civil penalties up to
$25,000per violation,
0
l attest that this application for CBP-9 8, C,, G & E Gravity Trunk Sewer has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
H to the best of my knowledge, l 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 Sowers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and Force Mains adapted Juno
1, 2000 and fha 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 seat
signifies that I have reviewed this material and have Ridged 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 line not to
exceed $10,000 as well as civil penalties up to S25,000 per violation.
I
Date
2a, Brian J. Dey
Professional Engineer Name
2b. Mckim & Creed
Englneecing Firm
2c, 8020 Tower Point Drive
Mailing Address
2d, Charlotte
City
n;
2e NC 21. 28227
State Zip
2p. 704-841.2588 _2h 704-841-2567 21 MBare mckirncreed.com
Telephone Facsimile E-mail
F-l"A 02/03 Rew°. 3 04/0,5

CHARLOTTE
CHARLOTTE-M EC KLE N B U RG
UTILITIES
July 18, 2007
Mr. Joshua Dellinger
McKim & Creed
8020 Tower Point Drive
Charlotte, NC 28227
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
BALLANTYNE CPB-9, BUILDINGS B, C, D, & E
TAX PARCEL #223-161-02, PORTION OF
C-MU TRACKING #600-07-634
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 69,472 gallons per day
(578,935 ft2 office x 120 gpd/1,000 ft2) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works; 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.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow. 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 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 Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. This letter expires one year from the issued date. If you have
any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basin

p86` 5Q' OM" W 08d"> 49' OM° W,
080° 50" 0.00'° W
©8©` 4
0
z
Name: WEDDINGTON
Date: 7/27/2007
Scale: 1 inch equals 2000 feet
Location: 035" 03" 19.2" N 080` 49" 59.6" W
Caption: CPB-9 B, C, D .E Gravity Trunk Sewer
copyright (G) 1997, Maptech, Inc.

8020 Tower Point Drive
Charlotte, NC 28227
Tel: [phone]
Fax: [phone]
LETTER OF TRANSMITTAL
DESIGNATED RECIPIENT: Debra Gore COMPANY: NCDNER
SECIIOV
ADDRESS: 610 E. Center Avenue Suite 301 PHONE NUMBER: 704.663.1.699
Mooresville, NC 28115
SENDER: Matt Bare
PROJECT NUMBER: 41.62.0007.40
RE: Revised Fast Track Permit
DATE: August 17, 2007
PROJECT NAME: CBP-9 Trunk Sewer
WE ARE SENDING: E] Originals fl Prints
Specifications Calculations
Shop Drawings Samples
Other --
Quantity
Drawing No.
Rev. Description
Status
1
Application Return File
1
Revised Permit Application
1
Check For Application Fee
Issue Status Code:
A. Preliminary B. Fabrication Only
C. For Information.
E. Construction F. For Review & Comments G. For Approval
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit ?. Rejected
D. Bid.
H. See Remarks
REMARKS:
Debra please find the above attached. Please call should you have any questions or
pc:
McKIM & CREED, PA
Signed /
Matt Bare

A°7°_ Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 15, ..007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7007 0710 0005 2882 0977
Clifton Coble, President
Bissell Development Company
13860 Ballantyne Corporate Place
Charlotte, NC 28277
Subject: Return of Application Package
CBP-9 Trunk Sewer
Wastewater Collection System Extension
Iredell County
Dear Mr. Coble:
ctor
ty
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (including fee) for review for the following reason(s):
If this is a request for modification then B. Perr
application.
Item 9. of B. Permit Information is not completed.
nfor
ion 1. Should be indicated on the
A flow acceptance letter total volume is not consistent with B. Permit Information 7. Flow
acceptance letters must contain the following minimum information: applicant and project name,
amount of flow accepted and name and permit number of the receiving wastewater treatment
facility. The flow acceptance must not expire prior to permit issuance and must be dated Tess than
a year prior to the application date. Intergovernmental agreements or other contracts will not be
accepted in lieu of a project -specific flow acceptance letter.
✓ Item 1 a. A company listed on the Department of the Secretary of State, Corporations Homepage
(http://www.secretlrystate.nc.u.s/CorporatianslThePagc.aspx?404.11t(t?.//www,secretary.scate.ncus/corporations/sosl h/C
Search.asp,) listed as licensed and active in North Carolina. The exact name as listed on this web
site would need to be listed as the Full Legal Name requested in item 1 a. on the application. Please
note: The signing official's title should be listed on this web page. If not supplemental
documentation should be included with the application indicating that the signing official is duly
authorized to sign official documents for the company.
Mooresville Regional Office
610 East Center Ave. Suite 301, Mooresville, NC 28115
Internet http://h2o.enr.state.nc.usi
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Mr. Coble
Page 2
August 15, 2007
Please note that the item(s) listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2T .0303. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and/or
corrected application.
Please be advised that construction and/or operation of wastewater collection system extension without
a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the Applicant
to appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil
penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required
by North Carolina General Statute 143-215.1.
If you should have any questions regarding the acceptance of your application, please do not hesitate
to contact me at 704.235.2203. Thank you for your cooperation.
Since
Dee Browder
Environmental Engineer
Enclosures
cc: Brian Dey, McKim & Creed
Application Return File

•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
December 3, 2008
Bissell Development, LLC
13860 Ballantyne 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 2Q08
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 arereceiving 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].
Sincerely,
1Robert Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Brian Dey, McKim & Creed
Steve Miller, CMU
Surface Water Protection Section Central Files (certification page only)
One '
NrthCaro1ina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:l/h2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone]B3 Fax [phone]% recycledll0% post -consumer paper

Fast Track Engineering C
Permit No WQ0032175
September 5, 2007
OwnerANQCS
Clifton Coble, President
Bissell Development, LLC
13860 Ballantyne Corporate Place
Charlotte, NC 28277
cation
PE
Brian Dey
McKim & Creed
8020 Tower Point Drive
Charlotte, NC 28227
WQCSWNTP
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 perrmit, rectulations 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
Ej Partial EJ Final
,/, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe {periodically, Q weekly, Ell 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 perrnit and shall subject the Permittee to appropriate
enforcement actions

TO:
ATTENTION:
ED
Mooresville Regional Office Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Dee Browder
WE ARE SENDING: Originals
Specifications
Quantity
Drawing No.
Rev.
r< Prints
Calculations
LETTER OF TRANSMITTAL
DATE:
PROJECT NO:
November 19, 2008
04162-0007
TASK NO:
RE:
TRANSMITTAL NO:
DWQ-CBP 9 Sewer Permit
Shop Drawings
Other -
Description
Fast Track Engineering Certification
Project Record Drawings (Mylar)
Issue Status Code: A. Preliminary
PAGE 1 OF 1
Samples
Status
DWQ-Surface Wcfer PiL.
B. Fabrication Only C. For Information D. Bid.
E. Construction F. For Review & Comments G. For Approval H. See Rernarks
Action Status Code: 1. No Exceptions Taken
2. Make Corrections Noted 3, Other
4. Amend &. Resubmit 5. Rejected - See Remarks
REMARKS: Dee, Please find the above attached. Should you have any questions or comments, please
let us know. Thanks,
8020 Tower Point Drive, NC 28227 Tel: [phone] Fax: C7041 841-2567
DC:
Signed
Dorn inen t 1
Matt Bare
McKIM & CREED, PA