WQ0033752_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue, Governor Dee Freeman, Secretary
January 20, 2009
Mr. Tony Amsaldo
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Suite 1300
Charlotte, NC 28285
Subject: Permit No. WQ0033752
South Mecklenburg High School Building '0'
Tax Parcel #207-211-33
C-MU Tracking # 600-08-678
Wastewater Collection System Extension
Mecklenburg County, North Carolina
.Dear Mr. Amsaldo:
In accordance with your complete application received on January 15, 2009 we are forwarding
herewith Permit No. WQ0033752, dated January 20, 2009, to South Mecklenburg High School Building
'0' 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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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.
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] \ FAX: [phone] Internet: www.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50 % Recycled 110 % Post Consumer Paper
NorthCarolina
Naturally.

Mr. Tony Amsaldo
Page 2
January 20, 2009
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 418 linear feet of 8-inch gravity sewer and
the discharge of 15,000 gallons per day ofcollected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system 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 McAlpine Creek
WWTP (NPDES No. NC0024970) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00001 permit requirements.
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 Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
or oleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Charles J. Cook, P.E.,
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

v
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 26 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

I
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 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
2

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 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 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 20th day of January, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033752
3

Permit No. WQ0033752
January 20, 2009
OwnerIWQCS
Tony Amsaldo
3301 Stafford Drive
Charlotte, NC 28285
PE
Charles J. Cook, P.E.
Little Diversified Architectural Con.
5815 Westpark Drive
Charlotte, NC 28217
WQCS/WWTP
Barbara Gross
CMU
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, ['full time) the construction of South
Mecklenburg High School Building 'O', 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.
4

USE THE TAB KEY TO MOVE FROM FIE
1, Owner/Permittee:
Charlotte -Mecklenburg Schools 1 a. Chariote- �.
Full Legal Name (company, municipality, HOA, utility, etc.)
05A .Q )
Signing Official Name and Title (Please review 15A NCAC 2T ,010
1 b.
Application Number:
(to + completed by DWQ)
b) for authorized signing officials!)
The legal entity who will own this system is
❑ Individual Dj Federal ❑ Municipality ❑ State/County ❑ Private Partnership 0 Corporation ❑ Other (specify):
© ld. 3301 Stafford Drive
LL.
z
0
Mailing Address
1 f. North Carolina
State
1h, CeCcjt
Telephone
le, Charlotte
City
1 g. 2820
Zip Code
'Ca - 343 —C.,0 4] 1j h a F -4---. 145. ' ^c:) Grit.`;, 4c
Facsimile E-mail • u'�
2. Project (Facility) information:
2a. ,South Mecklenburg High School Building'0'
Brief Project Name (permit will refer to this name
3. Contact Person:
3a, Charles J, Cook, RE, _
Name and Affiliation of Someone Who Can Answer Questions .About this Application
2b. Mecklenburg a
County Where Project is Located
3b. [phone]
Phone Number
1. Project is New ❑ Modification of an existing permit
2. Owner is Public (skip to item B(3))
2a. If private, applicant will be..
0 Private
3c. [e-mail]
E mail
edification, Permit No.:
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
❑ Leasing units (lots, lownhomes, etc. - skip to Item B(3))
• Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility
4a. McAlpine Creek WWTP
▪ Name of WWTF
M 5a, Charlotte Meck, Schools5b 8-inch } Gravity ,5c
CC Owner of Downstream Sewer Receiving Sewer Size fl Force Main
0 Public Utility (Instruction C)
El Homeowner Assoc./Developer (instruction D)
ater From This Project
0 a The origin of this wastewater is (check all that apply):
LL.
Z
❑ Residential Subdivision
❑ Apartments/Condominiums
Mobile Home Park
® School
❑ Restaurant
El Office
4b. NC0024970
WWTF Permit No.
Permi
(] Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
0 Church
Nursing Home
Ei Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project:
*Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
Downstream Sewer (instruction E
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 permits that connect to this line
Flow has already been allocated in Permit No. Line was installed prior to permitting requirement. See attached CMUD
Lever Sheet
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
FFA 12/t)7

19.
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 8(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).
1,500 Students X 10 gpd/Student = 15,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) '
Size (Inches) Length (feet) New Gravity or Additional
Force Main
8 418 New Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow Operational Point Power Reliability Option
(MGD) f GPM @TDH i 1 - permanent generator w/ATS; ,
2 - portable generator w/MTS
- - I- - -
(self chosen - as shown on plans/map for reference)
Force Main Size
Force Main Length
O h -
QPump Station Location ID r (self chosen -las shown on plans/map for reference)
•a Design Flow Power Reliability Option
Operational Point
O I (MGD) GPM @TDH 1 - permanent generator w/ATS; ; Force Main Size Force Main Length
2 - portable generator w/MTS
i
i.I. i - - -- - } --L - -
?i1 1
H
2
cc
a
m
Pump Station Location ID (self chosen - as shown on plans/map for reference)
r- -- -- - - - -- ---T �_-. - - ---
Design Flow I Power Reliability Option
(MGD) Operational Pointi 1 - permanent generator w/ATS; I Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
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 2nd treatment facility
(RO - if `yes" to 8,12 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

Pr14. Have the foliowing permitslcertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 4©1Certification? ©Yes ©No N/A
Sedimentation and Erosion Control Plan? sw Yes El No 0 N/A
❑ Yes EJ No N/A.
Stormwater?
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
1 a.
}uvner/Permittee's Certificatla n: Signeture of Signing Official and Project Name)
1, V44.4 attest that this application for South Mecklenburg High School Building 'Q' has been
reviewed by me and is accurate and complete to the best of my knowledge. l 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 return as incomplete, Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-216.6B, on who knowingly makes any false .statement, representation, or
certification in any application shallb u" y of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil pep to $ is ; violation.
Signing © f#icial Sig
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL 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
Z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Gharle4 .J. Cook, P.F. _, attest that this application for South Mecklenburg High School Building :t' has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria.
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 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. Cheri es.J. Cook, P.E.
Professional Engineer Name
2b. Little Diversified Architectural Consulting
Engineering Firm
2c. 5815 Westpark Drive
Mailing Address
2d. Charlotte
2e, N.C, 2f. 28217
City State Zip
2g. [phone] 2h. 704 561 8700 2i, [e-mail]
Telephone
E-mail
NC PE Seal, Signature & Date
F'1AI2107

From:
Little Diversified Architecture
5815 Westpark Drive
Charlotte, NC 28217
To: NCDENR
610 East Center Avenue
Mooresville, NC 28115
Cons
rng
WE ARE SENDING YOU:
o Shop Drawings
0 Copy of Letter
Copies
Date
► Attached
❑ Prints
❑ Change Order
Number
Attention:
TT LE
c©rvaa,axPNO
Letter of Transmittal
outh Mecklenbur• f i«,h School
Building '0' ._
Fast Track Sewer A ralication
❑ Under separate cover via the following items:
❑ Samples ❑ Specifications
Other
Descrip
Flow Acce Lance Letter
Flow Tracking Form
CMU Cover Sheet (1/2 size)
Color USGS Map
THESE ARE TRANSMITTED AS CHECKED BELOW:
For approval
© For your use
• As requested
For review and comment
For bids due
REMARKS.
0 Approved as submitted
0 Approved as noted
❑ Returned for corrections
0 Not marked
on
Action Read
Resubmit copies for approval
0 Submit copies for distribution
• Return corrected prints
❑ Prints returned after loan to us
COPY TO
are not as noted, please notify us.
Signed:
Printed Name:
Email:
Cook, P.E.
ka littleonline,com

CHARLOTTE-MECKLENBURG
UTILITIES
November 17, 2008
Mr, Charles Cook
Little DAC
5815 Westp'ark. Drive
Charlotte, NC 28217
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SOUTH MECKLENBURG HIGH SCHOOL BUILDING REPLACEMENT
TAX PARCEL# 207-211-33
C-MU TRACKING #600-08-678
In response to your request, a flow acceptance study of the subject site has been corrtpleted and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 0 gallons per day (no
additional flow) 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 basin map and 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. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shalt be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKL.ENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutiIities.corn
51i 0 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2'221
Fax: [phone]

Charlotte -Mecklenburg Utilites
�v'TP Service Areas with Basins

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance .for Sewer Extension Permit Applications
(FTSE 0107)
Project Applicant Name: Lit1e DAC
Project Name for which flow is being requested: sout,h meekienbura, HS - E3ui1ding Replacem,ent:
t1ore than one FTSE/ 0/07 may be required far (.1. single project if the owner a" WTI' is not responsible for all
pump stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sur Creek MITP
b, WWTP Facility Permit #: NCOD24970, NC0024945 NCOD24937
All flows are in MGD
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
14.91
66.8
00
77
82.6%
11. 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. ClitTent Avg.
(Firm/Design)
Daily Flow, MGD
111. Certificati Statement:
X.cry S ke4 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permittedin this project has been evaluated along the route to the receiving
wastewater treatment facility and that theflow 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
accepta '.ce of this'pater flow.
j7/i-57
Signing Official
Date

• f •
t;
INDEX OF SHEETS
COVER SHEET
STATION 0+00 thru 10+80
STATION !CHB° thru 17+93
SET W.
SatvEYED BY,
FUNS -PREPARED BY.
DITE-
•••••••• ••••1•13.,,•••.:•••Y
• •••
\ •
••••• p•mima•.••••••••• MM.'S.. 4.
CHARLOTTE -A
UTILITY DI
01ARLOITE,
• ENGINEERM
SANITARY SEWERAGE
%MY demo.
• z (1"
Sewer Lii
rj.rfai, -by c?6
c.-4;riantoccr÷
5a9edifil ged4embur-7
• 5thavi

CK LEN BU RG
'A RTM ENT
Ell CAROLINA,
DIVISION
;TEM IMPROVEMENTS
dna..
ma ad.,
•
11,1 Chilies/ •
1/V-i/G7 i<ertileeefieWet
q_cq.oq1 313 9 N.
PA,
• 1^Inir., MT.
LEGEND
PROPOSED SAN. SWR..RAV----
EXSTING SAN. SWR R7W
PROPOSED &SAN SWR.
EXISTING 4. SAN. SWR
FF-NCE
GAS UNE
%ATER LINE
TELEPHONE CONDUIT
MING GROUND ON PROFILE -
TOWER LINE
EXISTING EDGE OF PAVEMENT
BRIDGE
WWI
BUILDING
RAILROAD
CREEK DR BRANCH
PIERS
GUARD RAIL
UTILITY POLE
PROPOSED SAN. sm. RODICLE
•
x x
)
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UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
2 mE. 4i 000 FEET (S. G.) I.1
3886000on
770 000 FEET
{S, 00
0

Central Files: APS SWP
01/23/09
Permit Number WQ0033752 Permit Tracking Slip
Program Category Status Project Type
Non -discharge 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
michaet.parker
Permitted Flow
15000
Facility
Facility Name
South Mecklenburg High School Building 0
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Charlotte -Mecklenburg Schools Government - County
Owner Affiliation
Anthony Ansaldo
3301 Stafford Dr
Charlotte
Dates/Events
NC 28208
Orig issue
01/20/09
App Received Draft Initiated
01/15/09
Scheduled
Issuance
Public Notice Issue Effective Expiration
01/20/09 01/20/09
Regulated Activities Requested/Received Events
School
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Waterbody Name Stream index Number Current Class Subbasin