WQ0024087_Regional Office Historical File Pre 2018

1AT Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
l 1lJtru�� �,
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 6, 2004
Mr. Anthony Ansaldo, Director of Architecture
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, North Carolina 28208
Subject: Permit No. W00024O87
Charlotte Mecklenburg Schools
Metro School
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Ansaldo,
in accordance with your application received on June 14, 2004, we are forwarding herewith
Permit No. WQ0024087, dated July 6, 2004, 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date of issuance until rescinded, and shall be subject to the conditions and [imitations as specified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 2H .0227 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 2H .0200; 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.
S*hl
NET5ENR
Mooresville Regional Office Internet http://h2o.enr.state.nc.us/
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. Anthony Ansaldo
Page 2
July 6, 2004
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 Charlotte Mecklenburg Schools for the construction and operation of approximately 175
linear feet of 8-inch gravity sewer and approximately 51 linear feet of 6-inch gravity sewer to serve 400
students as part of the Metro School project, and the discharge of 6,000 gallons per day of collected
domestic wastewater into Charlotte Mecklenburg Utilities' existing sewerage system, pursuant to the
application received June 14, 2004, and in conformity with 15A NCAC 2H .0200; 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 Charlotte Mecklenburg
Utilities' Sugar Creek WWTP (NPDES No. NC0024937) prior to being discharged into the receiving
stream.
This permit shall become voidable unless the agreement between Charlotte Mecklenburg
Schools and Charlotte Mecklenburg Utilities for collection and final treatment of wastewater is in full
force and effect.
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 Sonja Williams at (704)
663-1699.
Sincerely,
D. / --4,z
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Water Quality Program
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0024937)
Birk Ayer, Stewart Engineering, Inc.
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; 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 2H .0227. if an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 21_ .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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Department of Environment
and Natural Resources, Division of Water Quality, 919 North Main Street, Mooresville, N.C. 28115.
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 2H .0200; 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.
2

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.
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 (919) 733-
3300. 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 Il 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 6th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024087
3

Fast Track Engineering Certification
Permit No. WQ0024087
July 6, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Metro School,
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 2H .0200; 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
WATER QUALITY
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
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.

AST -TRACK APPLICATION for GRAVITY SEWE
PUMP STATIONS, AND FORCE MAINS
PAGE 3
0
0
LL.
Z
Z
0 1h
z
Application Number:
(to be completed by DWQ) W 62490Z
harlotte Mecklenburg Schools
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Tony Ansaldo / p 1 crpl - or ,4 12.cm r '
Signing Official Name and Title (Please review 15A NCAC 2H .O2O6(b) for authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other: School
d. 3301 Stafford Drive
Street Address
North Carolina
State
[phone] 1 i. [phone]
Telephone Facsimile
2. Project (Facility) Info rrrration.
2a. Metro School
Brief Project Name (permit wilt refer to this name)
3. Contact Person:
3a. Birk Ayer, PE Stewart Engineerin
le. Charlotte
City
lg. 28208
Zip Code
tony.ansaido@cr,n.k12.nc.us
E-mail
2b. Mecklenburg County
County Where Project is Local
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704 334-7925
Phone Number
Project is New ❑ Modification (of an existing permit)
c. bayer(stewart-eng.com
E-mail
If Modification, Permit No.:.
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sire/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in 8(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to nem B(3))
2a, If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
CI Leasing units (lots, townhomes, etc. - skip to Item B(3))
D Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Mecklenburg Utility Department
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Sugar Creek Wastewater Treatment Plant 4b. NC0024937
Name of WWTF WWTF Permit No.
Z 5a, Charlotte Mecklenburg Utility 5b. 8" 5c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (i
The origin of this wastewater is (check all that apply)
❑ Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one
D Public Utility (Instruction ill)
D Homeowner Assoc./Developer (Instruction IV)
Residential Subdivision
• Apartments/Condominiums
El Mobile Home Park
School
Restaurant.
Office
7, Volume of wastewater to be perr
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
n this project: 6,000 gallons per day
100 % Domestic/Commercial
% Industrial
°/a Other (specify):
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Flow has already been allocated in Permit No.
© Rehabilitation or replacement of existing sewer with no new flow expected

AST -TRACK APPiiCATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 44
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of WaterQuality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
Number of Students Multiplied by 15 gallons
400 x 15 gallons
(attach
per day (Day School)
per day = 6,000 Gallons
additional sheets
Length
51.0'
Per. Day
if necessary)
(feet)
10. Summary of Sewer Lines to be Permitted
Size (inches)
Gravity or Force Main
(use the pull down menu)
6" PVC Service (new)
Gravity
8" PVC Service (new)
39.0' ! Gravity
8" DIP Service (new)
136.0' I Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.0428 Miles
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID i
(self chosen - as shown on ; Design Flow
plans for cross-reference) ; (MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w!ATS; 3-
portable generator wltelemetry; 4-wet well storage)
1
1
12. Does the sewer system comply with the Minimum
Mains (latest version), the Gravity Sewer
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
the pertinent minimum design criteria or regulation and indicate why a
OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
0 Yes ■ No If no, please reference
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
• Yes ® No • N/A
® Yes ■ No • N/A
• NIA
0 Yes ■ No

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS,, AND FORCE MAINS PAGE 5
C. STREAM CLASSIFICATION
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
►� A Stream Classification
is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
11 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody. .
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
a
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
y. D. CERTIFICATIONS
1
1. Applicant's Certification:
1, Touy ANSAt<D0 , attest that this application for New Metro School has been reviewed by me and is
accurate and complete to the best of my knowledge. l understand that if ail required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.68, any person who knowingly m kes any false statement, representation, or certification in any application.
shall be guilty of a Class 2 misdemea r hich may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violatio .
1a. y 6 0A:041
Signing Official Signature Date
2. Professional Engineer's Certification:
! attest that this application for New Metro 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. 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 certain portions of this submittal package may
have been developed by other professionals, 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
Genera! Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to $25,000 per violation.
2a. Birk Ayer, PIE
++lylliirlini
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:, OFESS/ .i' Pai,
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Seal, Signature & Date
Professional Engineer Name
2b. Stewart Engineering Inc.
Engineering Firm
2c. 230 South Tryon Street, Suite 1100
Address%
2d. Charlotte 2e. NC 22f. 28202
City € State Zip
2g. 704 334-7925
h.
704 334-7926 2i. [e-mail]
Telephone
Facsimile 1 E-mail i

CHARLOTTE.
CHARLOTTE-M ECKLENBURG
UTILITIES
February, 25, 2004
Mr. Paul Smith
Stewart Engineering, Inc.
260 Town Hall Drive
Morrisville, NC 27560
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
METRO SCHOOL — SOUTH DAVIDSON STREET
TAX PARCEL# 125-071-26
Dear Mr. Smith:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the gravity sewage flow of 6,000 gallons per day (400 students
units x 15gpolstudent) from this project for transmission to the Sugar Creek Wastewater Treatment Plant;
NPDES permit number NC0024937, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Upon completion and acceptance of all necessary water mains to serve the subject site, 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 January 2000, (WMSP # 00-00251 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a constant pressure or
quality of flow. This agreement is also contingent upon approval by the Division of Environment, Health,
and Natural Resources.
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 C-MU system is accepted on a first come,
first served basis.
If you have any questions, you may contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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SEWER SYSTEM DESIGN CALCULATIONS
Project: New Metro School
Date: March 30, 2004
Sewer System: Charlotte Mecklenburg Utility Department
Project Description:
Charlotte Mecklenburg Schools plans to demolish portions of the existing Metro School
facility at 700 East Second Street in Uptown Charlotte and construct a new urban school
facility on the northern end of the site. When completed, the project will consist of the
new 126,000 sq. ft. facility, bus and visitor parking lots and a network of sidewalks
serving the property. The site's sanitary sewer services will discharge into the Charlotte
Mecklenburg Utility Department's sewer system.
Sanitary Sewer System Description:
The new school building will have (3) separate sanitary sewer services. Two sewer
services will discharge into the East Second Street 8" sanitary sewer main and one
service will discharge into the Stonewall Street 8" sanitary sewer main. The Stonewall
and the East Second Street sanitary sewer systems flow to the Sugar Creek Wastewater
Treatment Plant.
System Permitting:
We are requesting the permitting of the following services:
1. The northern East Second Street 6" PVC service starts from a cleanout 5' from
the building and runs 51 linear feet connecting to the existing line with a new
manhole.
2. The southern East Second Street 8" PVC service starts from a cleanout 5' from
the building and runs 39 linear feet connecting into an existing manhole that is
located in the center of the street.
3. The Stonewall Street 8" DIP service starts from a new manhole in the side
courtyard and runs 102 linear feet to a second new manhole then runs 34 linear
feet connecting to an existing manhole located roughly 3 feet into the street.
ESTIMATE SEWER DESIGN FLOW
Project Data:
Maximum Number of Students: 400
Use: School
Estimate flows:
400 Seats x 15 gpd/person = 6,000 gpd
Sanitary Sewer Design Flow = 6,000 gpd
P2003.00 New Metro School
3/30/04

07/01/04
Permit Number WQ0024087
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast 'rack Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.wiliiams
Permitted Flow
6000
Facility
Facility Name Major/Minor Region
Metro School Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Charlotte Mecklenburg Schools Government - County
Owner Affiliation
Anthony Ansaldo
3301 Stafford Dr
Charlotte
Dates/Events
NC 28208
Scheduled
Orig Issue App Received Draft Initiated Issuance
06/14/04
Public Notice Issue
Effective Expiration
Regulated Activities RequestedlReceived Events
School
Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin

Jun „`004
Mr. hex Gleason
11 D N
water Quality Section
919 North Main Street
Mooresville, NC 28115
Reference: e Metro School
PTA Gravity Sewer Pertmt ion
Stewart Project No. P2003
Dear lr. leason:
JUN 4
Please inncl the attached NCDENR Fast Track Applict io n for t ra ° t ° ever , Pump
Stations, and Force Mains for the New Metro ehrnal lc gated its 'harp tte. The new
school will have () separate gravity suer services that mill connect in trn the Charlotte -
Mecklenburg Utility ty De artn 1ernts sewer system.
e ha ae att elned one original and one copy of the pc t application with the $400.00
application fee, please contact tnne if you need any add creal information. . Thank you for
your assistance with this project,
Since ely,
to art Engineer!
Birk dyer, F.E.
Vice President
t
E92 [ h'r..':

ewer Extension
Subject: Promenade Phase 3 Sewer Extension f P -4C Co
Date: Fri, 2 Ju12004 10:31:01 -0400
From: [e-mail]
To: [e-mail]
CC: [e-mail], [e-mail]
Per my phone conversations with you and Kim Colson , we would like to rescind our sewer extension application .
Please return the application and check to Childress Klein Properties , Attention : Steve Hoots @ 301 S. College
St., Suite 2800, Charlotte, N.C. , 28202 . Per Kim's suggestion, the design engineer will verify that the previous
certification was classified as a partial completion certification and that he will send in a final certification once we
have completed this last phase. Thank you for your assistance.
1 of 1 7/2/2004 10:40 AM

Subject: Re: permit modification
Date: Thu, 01 Jul 2004 16:00:04 -0400
From: Sonja Williams <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: Kim Colson <[e-mail]>
CC: [e-mail]
I will call Mr. Hoots and ask him to send me a letter stating they want to
withdraw the sewer extension application.
Thanks.
Kim Colson wrote:
> Sonja - I spoke with Steve Hoots. Based on that conversation it appears
> they do not need a permit modification. He advised that the original
> line length was 3780 ft. with about 291 ft. not installed. Of that 291
> ft. not installed, they will install all but I35 ft. Since 135 ft. is
> less than 10% of the overall Iength, no permit modification is
> required. I did advise him to make sure the first certification was a
> partial certification and to make the next one a final noting the minor
> change in length. KC
Sonja Williams - [e-mail]
[e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
WWTP Consultant
%Full Name/0 <Sonja.Williams(rr�ncmail.net>
%TITLE%
NC DENR - Mooresville
Div. of Water Quality
1 of 1
7/1/2004 4:00 PM