WQ0037158_Regional Office Historical File Pre 2018

AY;
;At
'Aga& ladaftit
North Carolina Department of Environ ent and Natural Resources
Pat McCrory John E. Skvarla, 111
Governor Secretary
December 1, 2014
Dr. Fredrick Grosse, President
Elon Homes and Schools for Children
171.7 Sharon Road
Charlotte, N.C. 28210
Subject: Permit No, WQ0037158 Modification
Kennedy Charter School
Wastewater Collection System Extension
.Meeklen.burg County
Dear Dr. Grosse:
In accordance with your application received on November 18, 2014, we are forwarding herewith Permit
No. WQ00371.58, dated December 1, 2014, to the Elon Homes and Schools for Children 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effective from the date of issuance .until rescinded, shall replace Permit. No. WQ00371.58 issued June 13,
201.4, and shall be subject to the conditions and limitations as specified therein. This cover letter and
supplement shall be considered a part of this permit and are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11,4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T ,0403 or any individual system -wide collection systein.
permit issued to the Permittee.
It shall be responsibility of the Elon. Homes and Schools for Children 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, andlor referral of the North Carolina -licensed
Professional Engineer to the licensing board.
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
27699-671.4, Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone: [phone]\ internet: www,ncdenr,gov
An Equal Opportunity l; Affirmative Act& Etnployer - Made ln part by recycled paper

I
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 to the
Elon Homes and Schools for Children
for the construction and operation of approximately 475 linear feet of 6-inch gravity sewer for the
Kennedy Charter School project and the discharge of 2,610 gallons per day of collected domestic
wastewater into the Irwin Creek Wastewater Treatment Facility existing sewerage system, pursuant to the
application received November 18, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
ermit issued this 1st day of December, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037158

SUPPLEMENT TO PERMIT COVER SHEET
Elon Hot and Schools for Children is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall. be treated in the Irwin Creek Wastewater Treatment
Facility prior to being discharged into the receiving stream.
Permitting of this project does riot constitute an acceptance of any part of th.e project that does not meet
1.5A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteriaadopted 'February 12, 1996, as
applicable; 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.
Construction and operation is contingent upon compliance with th
I. SPECIAL CONDITIONS
0
wing Conditions.
No flow in excess of the quantity permitted herein, 2,610 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division of Water Resources.
H. STANDARD C,0 TIONS
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.
This permit shall become voidable anless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 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 materials unless specifically mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual systemwide 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:

I
f. A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
A Grease Control Program is in place as follows:
1.
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
g.
h.
For public owned collection systems, the Grease Control Programshall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number 704 663 -1699, 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 Of unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as m.echanical or electrical failures of
pumps, line blockage or breakage, etc,; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless. of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 and submitting,
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken 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.,
6. 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.
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,
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed
with the applicable County's Register of Deeds office shall be submitted. with the certification.
A complete certification is one Where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a, One copy of the project constniction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, 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.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.

I
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its
own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
9. 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
10. 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.
11. 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.
12. 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Elon Homes and Schools for Children
Project: Kennedy Charter School - Mecklenburg County
Permit No. WQ0037158 Modification
Issue Date: 12/1/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the
wastewater collection system extension, Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) in pdf format, Record drawings should indicate the design and the marked up
changes during construction,
• 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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this
Engineer's Certification and all required supporting documentation, Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt by the Division.
PERMITTEF'S CERTIFICATION
.1, , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the .Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature
ENGINEER'S CERTIFICATION
Date
ri Partial E Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([11 periodically, Elweekly, full time) the construction of the subject
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 peintit; 15A NCAC 02T; 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 ofPump 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
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
DWR Use Only:
Row from. this projec

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR)
Owner/Permittee:
1 a. Elan Homes & Schools for Children
Full Legal Name (company, municipality, HOA, utility, etc.)
0 1b. Dr. Fredrick Grosse, President
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
lc. The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership 0 Co
0 1d.
W
z
1717 Sharon Road
Mailing Address
North Carolina
State
704-369-2505 1 i. 704-688-2960
Telephone Facsimile
Proiect (Facility) Information:
a. Kennedy Charter School
Q. Brief Project Name (permit will
Contact Person:
a. David S. Klausman
3b.
his name)
le. Charlotte
City
28210
Zip Code
Fred,Grosse c kenned
E-mail
uthorized signing official
_Z
oration 0 Other (specify):
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
803-513-4734
Phone Number
Project is 0 New
3c. [e-mail]
E-mail
odificatton (of an existing permit)If Modification,
31 �_ dification, Permit No.: W00037158
Owner is ❑ Public (skip to Item B(3))
Private (go to Item 2(a))
2a, If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.)
0 Leasing units (lots, townhomes, etc, - skip to item B(3))
[ Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (instruction E)
Charlotte -Mecklenburg Utility Department
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Irwin Creek WWTP 4b. NC0024945
Name of WWTF WWTF Permit No,
Charlotte -Mecklenburg I5b. $ Gravity c. Unknown
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
School
0 Restaurant
0 Office
Permit # of Downstream Sewer
0 Retail (Stores, shopping centers)
0 Institution
❑ Hospital
❑ Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 2,610
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
"'Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent pe
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)
gallons per day
hat connect to this line
FTA 08-13 APPLICATION
Page 4 of 6

B. PERMIT INFORMATION (CONTINUED)
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).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6
475
New Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator w/MTS
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 ❑ 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 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 08-13 APPLICATION
Page 5 of 6

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?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
❑ Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
® Yes ❑ No
® NIA
❑ N/A
® N/A
❑ NIA
15. Does this project include any high priority lines (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:
Z
0
H
Ei_
cc
U
CU
1. Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, Dr. Fredrick Grosse , attest that this application for Kennedy Charter School
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 retumed as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B. any person who knowingly makes any false statement representation, or certification
in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
jw_ penalties up to $25,000 per violet:
�1 a.
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1 !, David S. Klausman. PE ,attest that this application for Kennedy Charter 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 l 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 gulty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 perviolation.
2a_ David S. Klausman, PE
Professional Engineer Name
2b. Bloc Design, PLLC
Engineering Firm
2c. 1310 South Tryon Street, Suite 111
Mailing Address
2d. Charlotte
City-
2g. 803-513-4734 2h. N/A
Telephone Facsimile
2e. NC 2f. 28203
State ! Zip
2i. [e-mail]
E-mail
°- SEAL pr
35711 ;
1,46
�yGI���S�P=`�
*10 S.I
NC PE Seal, Signature 8 Date

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
March 14, 2014
Dr. Frederick Grosse
Elon Homes & Schools for Children
1717 Sharon Road West
Charlotte, NC 28210
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
KENNEDY CHARTER SCHOOL
TAX PARCEL# 078-201-07
C-MU TRACKING# 600-14-520
A flow acceptance study of the subject site has been completed and the following has been determined;
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 2,610 gallons per
day (261 student school x 10 gpd/student) from this project for transmission to the Irwin Creek
Wastewater Treatment Plant; NPDES permit number NC0024945, for treatment, This acceptance of flow
is based on the existing capacity of the designated publicly owned treatment works. Please see attached
FTSE form,
Charlotte -Mecklenburg Utility Department 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, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR.
However, C-MUD cannot guarantee a constant pressure or quality of flow.
Charlotte -Mecklenburg Utility Department does not expect any of the above conditions to preclude water
or sewer service to the subject site. However, the applicant should understand that due to the
involvement of other agencies and continuing growth of the water and sewer system, the ability to provide
service for future projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg
Utility Department system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water and 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 letter, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow 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 (704)
432-5801.
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.crrrutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

`"Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: &lon Homes & Schools for Children
Project Name for which flow is being requested: Kennedy Charter school
More than one FTSE 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 flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
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
All flows are in MGD
99.0
9.711
66.0
0.00261
76.495
77.3%
1I. 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 projectconnection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of b
FTSE 08-13

III. Certification Statement:
p r ry 5 kcor. k certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
3//t./ty
2,1
Signing O j ar ignature.
Date
Page 2 of 6
FTSE 08-13

tin
Bloc Design
1 3 1 ©South Sryon Sheer-SUMe I l l
Charlotte. NC 28203
phone. 704, 4 5 3.1 d d b
www.blec+nccun
IMv'A'tt f pi mit, 1 chimp s-whg
PROJECT NAME:
Kenndy Charter School East Site
OWNER/CLIENT:
Eton Homes & Schools for Children
NOTES:
SITE DISCHARGES INTO IRWIN CREEK OF SUGAR
CREEK.
TOPOGRAPHICAL INFORMATION TAKEN FROM UNITED
STATES GEOLOGICAL SURVEY - CHARLOTTE EAST, NC,
7.5 MINUTE SERIES QUADRANGLE, DATED 2013.
SHEET TITLE:
USGS TOPOGRAPHIC QUAD MAP
SHEET:
USGS-1
JOB NO.: DiCI1O9J
DATE: 11/16/14
SCALE 1" = 1000'
sv" *a1,a1 sM.,3 =7xena A.w e„r r,uz.wwriu®-v ,n,;1854,

Corporations Division Page 1 of 1
North Carolina
El
aine F. marshal/ ..7EPA RTM EN] wl � of 'rl
--S./ecretety .)ECREMI ARY OF i TE
Po iris. 2fn 22 R.aiek, 't, NC 2762134.4122 (9190,07-2C 1a
Click Here To:
Account
Login
Register
View Document Filings
Corporate Names
Prev Legal:
Legal:
Prev Legal:
Prev Legal:
Prev Legal:
Prev Legal:
Elon Home for Children
Elon Homes and Schools for Children, Inc.
Elon Homes for Children
The Christian Orphanage
The Congregational Christian Home for Children
The Elon Home for Children
Non -Profit Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship;
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0047152
Current -Active
Not Applicable
Domestic
2/27/1905
December
NC
Grosse, Frederick G
Principal Office:
Reg Office:
Mailing:
Reg Mailing:
103 S Antioch Ave
Elon College, NC 27244
2579 Eric Lane Suite J
Bulrlington, NC 27215
PO Box 157
Elon College, NC 27244
PO Box 157
Elon College, NC 27244
http://www.secretary.state.nc.us/Searclilprofcorp/5068510
11/19/2014

November 17, 2014
North Carolina Department of Environment and Natural Resources
Division of Water Resources
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Re: 00109.01 — Kennedy Charter School East Site
To Whom it May Concern,
The referenced ro`ect was reviousl ii sued authorization to construct on Jun 13 2014 under ermit number
WQ 0037158. Subsequent to this approval, the project underwent a significant site plan redesign requiring
revisions to the original onsite (private) sanitary sewer, We are hereby requesting a revision to the approved
application, and have enclosed applicable information for your review and approval.
The following description is taken from the original application dated May 23, 2014 and is still applicable:
The referenced project seeks to situate two (2) mobile units on property located at 631 North Summit Avenue in
Charlotte, North Carolina, for the purpose of charter school offices and classrooms, Development of the
aforementioned property will include associated parking, drives, landscaping, storm water detention measures, a
private water distribution, and private sanitary sewer systems. The proposed private sanitary sewer system will
be owned and maintained by the client, Elon Homes & Schools for Children, and will tie to the existing Charlotte -
Mecklenburg Utilities public main located in North Summit Avenue,
Upon your review of the enclosed information, please feel free to contact me for further discussion.
Regards,
Bloc Design, PLLC
David Sr Ktausman, PE, CMGSI
wIl
cc: Mr, W. Larry Lockhart, „ PE, CMCSI - BD
Mr, C. Collin Brock, RLA -- BD
Ms, Emily S. Buehrer, MBA - BD
Elon Homes & Schools for Children
00109,01 - Kennedy Charter School East Site
Charlotte, North Carolina
hoc Design
1tr1 South Tryon Street Suite '1 11
Charlotte, North Carolina 28203
704,458.164ber�r nweflm.

TRANSMITTAL
Date: November 17, 2014
Reference: 00109,01 - Kennedy Charter School East Site - Private Sanitary Sewer Submittal RTAP
Attention:
Company: North Carolina Department of Environment and Natural Resources
Division of Water Resources
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Transmitting:
1. Cover Letter
2. Fast -Track Application
3. Application Fee - $480
4. Flow Acceptance Letter
5. Site Map
Transmitted Hand Delivery
Via:
Comments: Please contact us with any questions. Thank you.
By:
David S. Klausman, PE, CMCSI
Bloc Design, PLLC
CC: Mr. W. Larry Lockhart, Jr. PE, CMCSI - BD
Mr. C. Collin Brock, RLA - BD
Ms, Emily S. Buehrer, MBA - BD
Bloc Design
1310 South Tryon Street - Suite 111
Charlotte, North Carolina 28203

Central Files: APS SWP _
12/1/2014
Permit Number WQ0037158 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
2,610
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Kennedy Charter School Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Elon Homes & Schools for Children
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Frederick Grosse
1717 Sharon Rd
Charlotte
NC 28210
Orig Issue
6/13/2014
App Received
11/18/2014
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
12/1/2014 12/1/2014
Regulated Activities Requested /Received Events
School
Wastewater collection
OutfalI
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin