WQ0032175_Regional Office Historical File Pre 2018 (2)

rw1!
NCDENR
North ar0lina department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Caleen H. Sullins Dee Freeman
Governor airectcr Secretary
March 10, 2011
Mr, Clifton Coble, President
Bissell Development, LLC
13860 Ballantyne Corporate Place
Suite 300
Charlotte, NC 28277
Subject: Permit No. WQ0032175 Modification
Ballantyne CBP-9A Sewer Extension
Wastewater Collection System Extension
C-MU TRACKING No, 600-11-508
Mecklenburg County, North Carolina
Dear Mr. Coble,
In accordance with your complete application received on March 7, 2011, we are forwarding
herewith Permit No. WQ0032175„ dated March 10, 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effective from the date of issuance until rescinded, shall hereby void Permit No. WQ0032175 dated
January 18, 2011, 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 request to add an additional 66,000 gallon of flow. 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 Perniittee.
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
Location: 610 East Center Avenue, Suite 301, Mooresville, NC 26115
Phone: [phone] \ Fax: [phone] Customer Service: 1-677-2 -6748
Internet: httpa/portal.ncdenr.orgl4veb/wq
An Equal Opportunity 1 Affirmatuve Action Employer - 50% Recycledl9Q0% Post Consumer paper
One
No C. o ina
Altllrafji

..„
•
Mr. aftort Cobie
RITE, 2
Marcn 13, 2011
In accordance with the provisions of Ahicie 21 of Chapter 143, General Statutes of North
Carolina as amended, and ether applicable Laws, Rules and Regulations, permission i,s hereby
granted for the construction and operation of approximately 778 linear feet of 8-inch gravity sewer and
the discharge of 66,000 gallons per day of additional collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the complete application received March '7,
2011, and in conformity with 15A NCAC 2T, the Divi,sion's Gravity Sewer Minimum Design Criteria
adopted February 12, 19.96, 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 pans, 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 Michael Parker at (704)
663-1699,
Sincerely,
1„."
*Yr Coleen H, Sullins
Elect onic copies Erin Hail, Mecklenburg County Water Quality
Barbara Gross, CMU
Willis Horton, Mecklenburg County
Jay D Banks, P.E,, Kimley-Horn & Associates
Cc- Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files

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:
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 21....0200 or the surface water standards in 15A NCAC 2B .0200.
A map of the sewer system shall be developed and shall be actively maintained.
An operation and maintenance plan shall be developed and implemented.
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.
a.
b.
c.
d.
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.
Inspection and maintenance records shall be maintained for a period of at least three years.
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.
g•
h.
1

This perm t is not transferable. In the event there is a desire for the wastewater col
facilities to change ownership, or there is a name change cf the Permittee, a formal permit r
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,
Construction cf the gravity sewers, pump stations, and force malt is shall be
interrupt service by the existing utilities nor result in an overflow or bypass d
to the surface waters of the State
so as not tc
wastewater
Per 15A NCAC 2T .0116, upon completion of construction and prior to operation cf 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.
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 shah not exempt the Permittee from complying with any and ail
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 fay incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etce or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the 'influent to such station or facility.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 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 10th day of March, 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
3

Fast Track En
Permit No. WC
March 10, 2011
ininq Certification
ion
OwnerANQCS
Clifton Coble, President
Bissell Development, LLC
1 35C Eailantyne Cor. ,rate Place
Charlotte, NC 25277
PE
Jay D. Bnks, P.E.
K miey-Hom. ' . Associates
1919 S. Bcul4, Ste. 100
Charlotte, NC 23203
Complete and submit this form to the permit issuing re
�► One copy of the project record drawings (plan & p
system extension
nal
f se
jv`c
Barb
Charlotte M
5100 Brookshire
Charlotte, NO 2.8216;
he following:
er lines) cf the wastewater collection
Supporting design calculations (selected pumps, system can✓e, 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 p regulations or
rlrinimum design criteria.
This project shall not be consid
required supporting documenta
that this certification be sent
red complete nor allowed to operate until this Engineer's Cerbficat'ion and .all
on have been received by the Division. Therefore, it is highly recommended
n a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
L Partial
Final
1 as a duly registered Professional Engineer in the :State of North Carolina, having been
authorized to obser✓e (D periodically, weekly, 111 full time) the construction of Baiiantyne CBP-9A Sewer
Extension, 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 ether 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 codifications 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.

z
0
z
PPLICATION
1.
1 a
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerlPermittee:
Bissell Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Clifton Coble President
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials!)
1c, The legal entity who will own this system is:
ri Individual D Federal Municipality 0 State/County Private Partnership
Application Number:
(to be completed by DM))
ld. 13860 Ballanyne Corporate Place, Suite 300
Mailing Address
lf. North Carolina
State
lh. 704-248-2081 1 i, 704-248-2002 1j, [e-mail]
Telephone Facsimile E-mail
2, Project (Facility) Information:
2a. Ballantyne CBP-9A San. Sewer Extension 2b, Mecklenburg
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Jay Banks, PE — Kimley-Horn & Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b,
704-319-5685
Phone Number
1. Project is DI New
3c. jay.banks@kimle_y-hom.corn
E-mail
Modification (of an existing permit) If Modification, Permit No.: WQ0032175
2. Owner is [1] Public (skip to !tern 13(3))
2a. If private, applicant will be:
le, Charlotte
City
1g, 28277
corporatior? LI C(thkIEv_ ,
DkliS)a,
SWF 'STEC- „SE
Zip Code
LLE RF G f,.)N AL OF F c
EA Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one
Retaining Ownership (i.e. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc, - skip to item B(3))
O Selling units (lots, townhomes, etc, - go to item B(2b))
3, Charlotte -Mecklenburg Utilities
Z Owner of Wastewater Treatment Facility (VVWTF) Treating Wastewater From This Project
0 4a, McAlpine Creek Wastewater Treatment Plant
2 5a.
0 6
z
Name of WVVTF
Charlotte Mecklenburg Utility_ 5b. 87 Z Gravity
Owner of Downstream Sewer Receiving Sewer Size El Force Main
The origin of this wastewater is (check all that apply).
CI Residential Subdivision
ti Apartments/Condominiums
0 Mobile Home Park
El School
0 Restaurant
Office
11 Public Utility (Instruction C)
Z Homeowner Assoc./Developer (Instruction D)
4b, NC0024970
WWTF Permit No.
5c. 100-96-884
- -
Permit # of Downstream Sewer (nstructionE)
Li Retail (Stores, shopping centers)
D Institution
Hospital
D Church
[1] Nursing Home
Other (specify)
Volume of wastewater to be allocated or permitted for this particular project: 66,000
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
gallons per day
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent perrnits that connect to this line
El Flow has already been allocated in Permit No,
D Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
/1C 4+(t'
,14k) eV/
FIA I 2417

•
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
550,000 sf of proposed office space x 120 gpd / 1000 sf = 66,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
778
Gravity
(j
11. Summary of Pump Stations w1 associated Force Mains to be Permitted (attach additional sheets as necessary)
W
M
Pump Station Location ID NIA (self chosen - as shown on plans/map for reference)
B. PERMIT INFORMATION (CONTIN
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location 1D
NIA
(self chosen
- as shown on plans/map
for reference)
Design Flow
(MGD)
-r
Operational Point
GPM @TQH
Power Reliabitity Option
1 - permanent generator w1ATS;
2 - portable generator wlMTS
Force Main Size
_ _ ____ ___
Force Main Length
_ _ _ __ _ _ -
Pump Station Location ID NIA (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TQH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wlMTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes 2 No If Yes, permit number of 2nd 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
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes Ell No Ej N/A
Sedimentation and Erosion Control Plan? Yes Ej No [I] N/A
Stormwater? 1 Yes L No I) 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: Ej and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, _Clifton Coble , attest that this application for Ballantyne CBP-9A San, Sewer- Extension
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete, Note.- In accordance with North Carolina
General Statutes 143-215,6A and 143-215,68, any person who knowingly makes any false statement, representation, or'
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penal9es up to $25, 000 per violation.
la, -7/ 03/0312011
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
0
4:(
0
2 Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Jay D. Banks PE , attest that this application for Ballantyne CE3P-9A San. Sewer Extension has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria'
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design Note: in accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly
makes any false ,statement, representation. or 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 2e, NC 2f, 28203
City State Zip
2g. 704-319-5685 2h. 704-704-409-1810 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seai, Signature & Date
Al2/07

TIARLOTTE,.,
CHARLOTTE-MECKLENBURG
UTILITIES
February 14, 2011
Mr. Jay Banks
Kimley-Horn & Associates
1919 South Boulevard
Suite 100
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BALLANTYNE CBP-9A.
TAX PARCEL# 223-161-02
C-MU TRACKING# 600-11-508
MODIFICATION OF WQ0032175
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 66,000 gpd (550,000 ft2 office
x 120 gpd/1,000 ft.2) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works, Please see attached NCDENR Flow
Tracking form.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management. Plan, dated October 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.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved.Connection to the
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct ermats are not obtained and construction has not started within one 1 ear c
*ssuance of this flow acce tance letter artd a meat for service c onnection s has not been received
within (1) year of the issuance of this flt r acceptance letter, this flow acceptance approval shall be
rescinded and a new flow acceptance study must be made. If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

State of North Carolina
Department of Environment and Natural. Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—1O/07)
Project Applicant Name: Kimley Horn & Associates
Project Name for which flow is being requested.: Ballantyne CBP-9A
More than one F SE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater„tZow.
I:. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: NcAipine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Perm 6t : NC0024970, NC0024945, NC0024937
All flows are in MC: D
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
99.0
8.738
66.8
0.066
76.294
77.
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx, Current Avg.
(Finn Design) Daily Flow, MGD
III. Certification Statement::
1, Q Cr, .S k EQ r K , certify that, to the best of my knowledge, the addition of the
volume of cry,
to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and 11 for which I am the responsible party. Signature of this form indicates
acre Lance of this wastewater flow.
Signing Oficial Signature
1f
Date

TOPO! map printed on 12/17/10 from "Untitled.tpo"
00' W 80°51.000' W WGS84 80°50.000
WGS84 80°50.000` W
NATIONAL
GEOGRAPHIC
MN TN
7'Ia° I
12/17/10

Permit Number WQ0032175
Central Files:. APS SWP_
03/10/11
Permit Tracking Slip
Program Category Status
Non -discharge Active
Project Type
Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.20 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
69472
Facility
Facility Name
CBP-9 Trunk Sewer
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Bissell Development LLC Non -Government
Dates/Events
Owner Affiliation
Howard C. Bissell
15720 John J Delaney Dr
Charlotte NC 28277
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
09/05/07 03/07/11 03/10/11 03/10/11
Regulated Activities Requested/Received Events
Office
Wastewater collection
Outfali NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin