WQ0032909_Regional Office Historical File Pre 2018 (2)

Y. -
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 21, 2008
Mr. Tony Ansaldo, Project Manager
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
Subject: Permit No. WQ0032909
Harding University High School
Wastewater Collection System Extension
C-MU TRACKING #600-08-554
Tax Parcel #061-113-554
Mecklenburg County, North Carolina
Dear Mr. Ansaldo,
In accordance with your application received on April 17, 2008, we are forwarding herewith
Permit No. WQ0032909, dated April 21, 2008, to 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
o e
NhCarolina
,Naturally

r

Mr. Ansaldo
Page 2
April 21, 2008
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 154 linear feet of 8-inch gravity sewer and
the discharge of 5,940 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (Irwin Creek NPDES No. NC0024945) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility 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 WWTP permitted limits.
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 Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collections System Permit Files
Philip Strunk, Stewart Engineering
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 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 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

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 record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. in the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

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 21st day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032909
3

Fast Track Engineering Certification
Permit No. WQ0032909
April 21, 2008
OwnerANQCS
Tony Ansaldo, Project Manager
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
WWTPIWQCS
Steve Miller
CMU
5100 Brookshire Blvd
Chlt, NC 28216
PE
�•i iirp Strunk
Stewart Engineering
200-S. College Suite 720
Charlotte, NC 28202
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
modificationsare 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
1, • • f , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, [] weekly, ❑ full time) the construction of Harding University
High 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.

0
. 't a
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
Charlotte Mecklenburg Schools
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc
Tony Ansaldo, Project Manager A ..0
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality © State/County © Private Partnership 0 Corporation ® Other (spec
d. 3301 Stafford Drive 1e, Charlotte
Mailing Address
North Carolina
State
h. 980-343-8620
Telephone
0-343-604_
Facsimile
2. Project (Facility) Information:
2a. Harding University High School
Brief Project Name (permit will refer to this name
Contact Person:
Philip Strunk, Stewart Engineering, Inc.
g
City
28208
Zip Code
[e-mail]
E-mail
fib. Mecklenbur
Counter Whi
Project i Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 704-334-7925
Phone Number
Project is New 0 Modification (of an existing permit)
:2, Owner is Public (skip to Item 8(3))
if private, applicant will be:
3cstrunk©
E-mail
odification Permit No.:
p
Private (go to item 2(a))
— ; 2b.—if sold, facil
0 Retaining Ownership (Le. 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))
City of Charlotte
Owner of Wastewater Treatment Facility (WWTF) Treating W
4a. Irwin Creek WWTP
-enn,com
es owned by a (must choose one)
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (InstructIon D)
stewater From This Project
Name of WWTF
a City of Charlotte 5b 8" Gravity
Owner of Downstream Sewer Receiving Sewer Size Force Main
The ori,in� of this wastewater iicheck
0 Residential Subdivision
.Apartments/Condominiums
0 Mobile Home Parts
School
O Restaurant
Office
4b. NC0024945
WWTF Permit No.
Perm
0 Retail (Stores, shopping centers)
O Institution
O Hospital
0 Church
O Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why.
O 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.
O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
NA
# of Downstre
nE
100 %© Domestic/Commercial
%q Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
940 gallons per day
FTAj2/07

I:> PJe
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
8"
154
New Gravity
'i
k >r~
ti ,,,11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
•' 's; Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z' u
7 " i Design Flow
- "F"'``z'''
Z (MGD)
-.:0'i.i
,f-,' a',
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
. V
....biz
I,r Pump Station Location iD
(self chosen -
as shown on plans/map
for reference)
l' . Design Flow
';� . (MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
�> 'Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
• ' " (MGD)
1' '-'"`
m T_
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
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?
_c. _ - : ❑ Yes ® No if Yes, permit number of 2nd treatment facility
•
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
y
,t
^; 4
13.
Does
Mains
applicable?
0
the
(latest
Yes
sewer
•
system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
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

`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?
Stormwater?
❑ Yes ❑ No
❑ Yes ❑ No
® Yes ❑ No
® NIA
® N/A
❑ N/A
i15. 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 hlah priority and must be checked once every six months
Check if Yes: 0 and provide details
C. CERTIFICATIONS
i1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, eh-J-f Pills est-p t , attest that this application for Ik1:049l a Co ids G, t4 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 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 . hall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well a ivilpenalties, p o $ 000 per violation.
Sign 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, 'Nike 5 � , , attest that this application for 4-aeltn1 !KO 5 .kc)Q ( has been
reviewed b me and is accurate, complete and consistent with the Information in he ertineering plans, calculations, and
all other supporting documentation to the best of my knowledge. l further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity 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 guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well es civil penalties up to $25,000 per violation.
2a. Philip R Strunk
Professional Engineer Name
2b. Stewart Engineering, Inc.
' Engineering Firm
2c. 200 S. College Suite 720
Mailing Address
12d. ---Charlotte
i City
2g. 704-334-7925
Telephone
'R.h. 704-334-7926
Facsimile
r
e. NC ;2f. 28202
12
State j Zip
i2i. [e-mail]
E-mail
`001 Ili l /II///
N
0•0* ESs%py
oggy4
♦ •G1NE
4'14 -'I?
NC PE Seal, Signature & Date
FTAt2/07

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iilitifJl�" ^!+' N 4 1
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'.25Mi
•
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Stewart Engineering
Project Name for which flow is being requested: }larding High School Addition
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater 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 WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
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. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
99.0
12.8
66.8
0.0059
79.7
80.50
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, Ba.rry Sit ei2r, k , 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 II for which I am the responsible party. Signature of this form indicates
acceptance of thi N stewater flow.
Signing 0 zcial Signature Date

•
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
March 27, 2008
Mr. Phillip Strunk
Stewart Engineering
200 S College Street
Suite 720
Charlotte, NC 28802
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HARDING HIGH SCHOOL ADDITION
TAX PARCEL# 061-113-30
C-MU TRACKING# 600-08-554
RECEIVED
APR - 3 2008
STEWART ENGINEERING
A flow acceptance study of the subject site has been completed and the following has been determined
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 5,940 gallons per day (594
students x 10 gpolstudent; no cafeteria, no gym) 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 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, CMU cannot guarantee a constant pressure or
quality of flow.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis.
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, 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, ',
V4
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

1•
r#•
•
• o,
Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basins

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Transmittal Sheet
HSMM
1305 North Center Street, Hickory, North Carolina 2
T 828.327.2971 F 828.327.4958
To: NCDENR
Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
Date April 4, 2008
RE: Hiddenite Water and Sewer Systems
Project No, 60943 Phase:
We are sending you 2 copies of the following enumerated ❑Prints
❑Samples ❑Brochures ['Cat. Cuts ❑
Fast Track A tic t'on for Sewers
Our Comment::
©Sepias ❑Shop Drawing
❑Letters [Specifications
Please let me know if you have any questions.
Distribution
1.
2.
3.
4a
5.
Transmitted By [Mail
ZUPS
For Your
NC DEN 0
DWQ-Surface Wa r Pro cc an
Action ❑Corrections
❑Request ❑Resubmission
HSMM
Signature
Name Scott Bell
❑General Information
[
Title Proj,ect Manager
adm_Vs13 (rsaa. 65K37)

,Permit Number WQ0032909
Central Files: APS SWP
04/18/08
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
•
Permit Type Fast Track Version Permit Classification
'' Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
.ass
Permitted Flow
.1 4—' 5940
Facility
'—Facility Name Major/Minor Region
a. Harding University High School Minor Mooresville
Location Address
Owner
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 App Received Draft initiated
04/21/08 04/07/08
Scheduled
Issuance
Public Notice Issue
04/21/08
Effective Expiration
04/21/08
Regulated Activities Requested/Received Events
School Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

Fast Track Engineering Certification
' . Permit No, WQ0032909
April 21, 2008
Owner/WQCS
Tony Ansaido, Project Manager
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
WVITTPANQCE,
Steve Miller
CMU
5100 Brookshire
Chlt, NC 28216
PE.
Philip Strunk
Stewart Engineering
230 S. College Suite 720
Charlotte, NC 28202
Complete and submit this form to the permit issuing i•egional 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 y ear outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project .should be clearly identified on the ,,ecord drawings or in written summary form, Permit
modifications are required for anyichariaps resulting_in non_:cornoliance wIthtsDerrnItregjatonsor
minimum design criteria.
This project shall not be considered complete nor allov.iiecl 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 certificationhe sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
Final
as a duly regiseini:id Proiiessional Engineer in the State of North Carolina,
!1,-,11Viilci Peen uthonzeo to 00Serie {I 'perecilcaiy. weel;4, L; full time) the construction of Harding Universiii
High School, a Mecklenburg County project for th PerMee, hereby state that, to the best of my abilities, due
care &',nd diligence was used in the observation of the construction such that the construction was observed to be.
built within substantial compliance of this permit; ificA NCAC; 2T: rhe Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12,1995 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
,3ea 1;ignature, and date:
CAtto
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 petal 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,

LETTER OF TRANSMITTAL
STEWART
TO
oresville Regional Office
Surface Water Protection
610 E. Center Ave Suite 301
ooresville, NC 28115
DATE
SENT VIA
FROM
arah urrill
704,334.7925 x 309
7, 2009 US Postal Se xic
PROJECT NUMBER.
X7084 _.........
COPIES
DATE
For approval
Far your use
As requested
COMMENTS
SIGNED
PROJECT NAME
Harding High School
DESCRIPTION
Engineers Certific
Copy of As -built
For review & comment
Approved as submitted
Approved as noted
Sarah Burrill
Returned for corrections
Returned after review
Resubmit copies for approval
COPIED TO
file
ENGINEERING. INNOVATION, SOLUTIONS."
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