WQ0034226_Regional Office Historical File Pre 2018

A7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 23, 2009
Mr. Anthony Ansaldo, Director of Architecture
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
Subject: Permit No. WQ0034226
Johnston Oehler Elementary School
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Ansaldo:
In accordance with your complete application received on July 23, 2009, we are forwarding
herewith Permit No. WQ0034226, dated July 23, 2009, to the Charlotte -Mecklenburg Schools 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \Affirmative Action Employer-- 50% Recycled/10% Post Consumer paper
North Carolina
7aturallj .

Mr, Anthony Ansaldo
Page 2
Ju'y 23, 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 1,616 linear feet of 8-inch gravity sewer
and 513 linear feet of 6-inch gravity sewer and the discharge of 12,000 gallons per day of collected
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 ccllected by this system shall be treated in the Mallard Creek
WWTP (NPDES No. NG0030210) 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 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
for Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Marcus J. King, P.E.
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
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 shalt 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 (east 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 §143-215.1 C.

This permit is not transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the. Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved..
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.
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.
A copy of the construction drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
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.
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.
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.
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 23rd day of July, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034226

Permit. No. WQ0034226
July 23, 2009
OwnerIWQCS
Anthony Ansaldo
3301 Stafford Drive
Charlotte, NC 28277-2741
PE
Marcus J. King, RE.
Site Solutions, P.A.
2320 West Morehead Street
Charlotte, NC 28208
WQCSIWWTP
Barbara Gross
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
Complete and submit this form is the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer tines) 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^ f«urrT�.
Permit modifications are required for any changes resultin in non-ccm Viance with ermit.
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 (El periodically, weekly, Q full time) the construction of Johnston
Oehler Elementary School, 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 Profession al Engineer's seal,, signature„ and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE,, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions,

USE THE TAB K
Y TO MOVE FRO
OwneriPermittee:
Charlotte -Mecklenburg Schools
Ei.C3 TO FIELD!
Full Legal Name (company, municipality, HOA, utility, et
lb. Tony Ansaldo, Director of Architecture
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
The legal entit who will own this system
© Individual Federal ©Municipality
ld. 3301 Stafford Drive
Mailing Address
North Carolina
State
980-343-6894
Telephone Facsimi
2. Project (Facility) Infonnation:
2a, Johnston Oehler Elementary School
Brief Project Name (permit will refer to this na
Contact Person:
3a. Marcus J. King, PE
Name and Affiliation of Someone Who Can Answer Questions Abou
authorized signing o
State/County 0 Private Partnership 0 Corporation 0 Other (specify):
3b. 704-521-9880
Phone Number
Project is New Lj Modification of an existing permi
4
200
2. Owner is 0 Public (skip to Item B(3)) Private
2a, If private applicant will be:
Retaining Ownership (i.e. store, church, single office, etc,) or
0 Leasing units (lots, townhomes. etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte -Mecklenburg Utilities
Z Owner of Wastewater Treatment Facility (VVV TF) Treating Wastewater From This Project
saent Plant 4b. NC0030210
4a. mMallard Creek Wastewater Treatment
.��
le Charlotte
City
lg. 28208
Zip Code
tony.ansaldo a cm
E-mail
2b. Mecklenburg
County Wh
this Application
................
12.Inc .0
c. [e-mail],
2b,
E-mail
sold,. faci
ust choose one
0 Public Utility (Instruction C)
0 Homeowner Assoc /Developer (Instruction D)
Name of VVVVTF WWTF Permit No.
Char-Meck Utilities I5b. 8" Gravity
Owner of Downstream Sewer Receiving Sewer Size Force Main I
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
School
0 Restaurant
0 Office
Permit # of Downstream Sewer
Retail (Stores, shopping centers)
0 Institution
© Hospital
❑ Church
0 Nursing Home
0 Other (specify):
y, Volume of wastewater to be allocated or permitted for this particular proje
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where 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 (see 15A NCAC 02T .0303 to determine if a
permit is required)
Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
100 % Other (specify): school
2,000 gallons per day
F"1'A 12/07

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
_t 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).
15 gallons per day per student X 800 students = 12,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
New Gravity or Additional
Length (feet) Force Main
=` g°
1,646 gravity
F _ 6"
513 gravity
y �
3
j4I3i ©_ =;11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
:mPump Station Location ID (self chosen - as shown on planslrr=ap for reference)
Z
E } Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS; ! Force Main Size
2 - portable generator wlMTS
Force Main Length
t
j
Z
',Pump Station Location ID
(self chosen - as shown on plans/map
for reference)
Design Flow
(MGD)
0
Operational Paint
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size
2 - portable generator wlMTS
Force Main Length
�°
.� • : Pump Station Location ID (self chosen - as shown on planslmap for reference)
W _ l
r
a f Design Flow Operational Point
(MGD)
GPMTDH °�
l m=
Power Reliability Option
1 - permanent generator w1ATS; Force Main Size
2 - portable generator wlMTS
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?
f -r
■ Yes ® No If Yes, permit number of 2nd treatment facility
I -
i(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
E . variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
• _ - PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
®Yes No
® Yes ❑ No
® N/A
❑ N/A
❑ N/A
_ 15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
j manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Tony Ansaldo, attest that this application for Johnston Oehler Elementary School 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 returned as incomplete. Note: In a ' rdance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes a f- e statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor, whic':rii. include a fine not to exceed $10,000 as well as civil penalties up to
$25, 000 per violation.
la. L/;:r
Signing Official S • =tu e=`
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
1APPLICA T ION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Marcus J. King, PE, attest that this application forJohnston Oehler Elementary School 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 ! 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. Marcus J. King, PE
Professional Engineer Name
2b. Site Solutions
Engineering Firm
2c. 2320 West Morehead Street
Mailing Address
2d. Charlotte
City State Zip
2g.• 704-521-9880 ,2h. 704-521-8955 i2i. [e-mail] I
1 Telephone I Facsimile ! E-mail
2e. NC 2f. 28208
ANSINee 1
bl'Pl
1
FTA12107

(C17)
CHARLOTTE.
CHARLOTTE-NIEC KLEN BU RG
UTILITIES
June 2, 2009
Mr_ Marcus King
Site Solutions •
2320 W Morehead Street
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
JOHNSTON OEHLER ELEMENTARY SCHOOL
TAX PARCEL# 029-342-33
C-MU TRACKING # 600-09-584
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that: •
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 92,000 gallons per day (800
students with cafeteria and gym x 15 gpd/student) from this project for transmission to the Mallard Creek
Wastewater Treatment Plant; NPDES permit number NC0030210, for treatment. This acceptance of flow
is based upon 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. if the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance and payment for service connection (s) has not been received within (1)
year of issuance of the flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request 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.crn utltiti es.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

RAC H
i.
7-4
0
4.
6
.q
00
oso
0O
Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basins
C'
4[iard Creek WWPP
Site
C-MU# 600-09-584

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/47)
Project Applicant Name: site Solutions
Project Name for which flow is being requested: Johnston Oehler Elementary School
More than one FTSE-10/07 may be required for a single project if the owner of the Y/WTP is not responsible for all
pump stations along the route of the proposed wastewater flow_
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit 4: NC0030210
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 ofpermitted flow used
All flows are in MGD
12.00
4.945
7.51
0.012
8.540
71.2%
U. 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.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
1, act c ,l , certify that, to the best of my knowledge, the addition of the
volume of wastewater 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 ll for which I am the responsible party.' Signature of this form indicates
acceptance
of wastewater flow. 6,1'
Signing Oicial Signature Date

z
TON)! map printed on 05/20/09 from "Johnston Oehler Elementary SchooLtpo"
80°47'00" W 80°46'00" W 80°45'00" W WGS84 80°44'00" W
80°47'00" W 80°46'00" W
NATIONAL
GEOGRAPHIC
80°45'00" W
z
z
z
WGS84 80°44'00" W
MN TN
'.i
7h°
05/20/09

t,a NpiSC* PE
ARCHITECTURE
ITEE(TURE
Siff,IALARNING
Chad ttn, 28208
Phone: 704,.521.9880
Fax 704,521.8955
site3©iut:ie0spa.c001
July 22, 2009
NCDENR
Mooresville Regional Ofi
610 E. Center Avenue
Mooresville, NC 28115
Attention: Dee Browder
RE: Johnston -Oehler Elementary School
Sanitary Sewer Relocation and service
Fast Track Application
Dear Dee Browder:
Attached please find our Fast Track Application, application fee, downstream
sewer WTTF capacity and flow tracking/acceptance form and color map. One set
of plans is included to assist in your review. In addition to the above listed items
we offer the following narrative generally describing the project.
Narrative
The purpose of this project is to provide sanitary sewer to a new school to be
known as Johnston Oehler Elementary School. This is a new elementary school that
will serve the expanding population of northern Charlotte,
The proposed sanitary sewer will connect via gravity to an existing Charlotte
Mecklenburg Utilities trunk sanitary sewer located along Stoney Creek (to the south
of this site). The wastewater flow from this project ultimately is treated at. the
Mallard Creek Wastewater Treatment Plant, owned and operated by Charlotte
Mecklenburg Utilities.
Please accept and process this application at your earliest possible convenience. If
you have any questions or if we can assist you further, please feel free to call.
Sincerely,
SITE SOLUTIONS
Marcus J. King, PE
Enclosures

Central Files: APS_ SWP_
07/23/09
Permit Number NULL
Program Category Status Project Type
NULL
Permit Type Version Permit Classification
Primary Reviewer Permit Contact Affiliation
Coastal SW Rule
Permitted Flow
Facility
Facility Name
Permit Tracking Slip
MajorlMinor Region
Location Address County
Owner
Facility Contact Affiliation
Owner Name
Dates/Events
Orig issue App Received Draft Initiated
Outfall
Scheduled
Issuance
Owner Type
Owner Affiliation
Public Notice Issue
Effective Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Permit No. WQ0034226
July 23, 2009
Owner!WQCS
Anthony Ansaldo
3301 Stafford Drive
Charlotte, NC 28277-2741
PE
Marcus J. King, P.E.
Site Solutions, P.A.
2320 West Morehead Street
Charlotte, NC 28208
RECEIVED/NCL ENR/DWR
MAR 3 0 2015
WQCS
Barber
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
'WORDS
S'vtr. wE R6.610NAL OFFICE
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.
Perrrtt# modifications are required for an hanger resultinqinnon-compliance_ with thspermit
This project shall not be considered complete nor allowed to operate uo ntli t'hIs Engineer's Certification and all
required supporting doc,umentaatlr' n have been received by the Division. Therefore, it is highly
recomended that this certificati un be sent in a manner that provides proof of receipt by the
Division.
ENGINEER"S CERTIFICATION
0 Partial "Final
I, j<e 11V1 ,,. L)e s+'t - as a duly r gistered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, El weekly, 0 full time) the construction of Johnston
Oehler Elementary School, 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.

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 ll 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 23rd day of July, 2009,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fr3r Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034226

benesch
Tans Form
To:
Mail
RECEIVEO1NCDENR1DWR
3 0 2015
WOROS
MOORESVILLE REGIONAL OFFICE
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301.
Mooresville, NC 28115
f' Messenger
WE ARE SENDING YOU:
COP ES
Next Day Delivery
Attached
DATE DESCRIPTION
3/25/15
3/25/15
25:15
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www,benesch,com
P 704-521-9B80
E, 704-521--B955
Date 3/25/2015 [Permit No,
I Subject: Final Engineer's Certification
Wastewater Collection System
Johnson Oehler Elementary School
UPS Ground.
PI Under separate cover:
Other:
Engineer's Certificate
As -Built Survey: Highland Creek Relief Schaal
©03422.6
Profile; New ES 07-08 Highland Creek Relief
THESE ARE TRANSMI 1 I ED as checked below:
For approval [J Approved as submitted
LI Approved as noted
For your use
As requested
For review and comment
Remarks:
Cc:
Returned for corrections
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected prints
Enclosed are the Engineer's Certification and required documents for completion of Wast
Collection Systems Permit No, 'WCQ0034226. Contact Kevin Westra at 704-496-6297 or
kwestra@benesch,com
Signature:
a
P501-0998-06 form