WQ0031135_Regional Office Historical File Pre 2018

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Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 21, 2006
Mr. Robert Swaringer, Land Manager
MS Ayrsley, LLC
1930 Abbott Street
Suite 400
Charlotte, NC 28203
Subject: Permit No. WQ0031135
Meeting Street at Ayrsley
MS Ayrsley, LLC
Wastewater Collection System Extension
C-MU TRACKING #600-05-572
Mecklenburg County, North Carolina
Dear Mr. Swaringer,
In accordance with your application received on December 21, 2006, we are forwarding
herewith Permit No. W00031135, dated December 21, 2006, to MS Ayrsley, LLC 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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/Ahirrnatve Action Employer— 50% Recycledllo% Post Consumer Paper
NV°Carolina
Vtura!!y

Mr, Birch
Page 2
December 21, 2006
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 MS Ayrsley, LLC for the construction and operation of approximately 420 linear feet of 6-inch
gravity sewer and the discharge of 4,940 gallons per day of collected domestic wastewater into the
Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received
December 21, 2006, 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 (McAlpine Creek NPDES No, NC0024970) prior to being discharged into
the receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
Alan W. Ktimek, P
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Surface Water Protection (WVVTP Permit No. NC0024970)
Brian Smith, Urban Design Partners
Surface Water Protection Central Files
Tom Asenzo, 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 §143-215.1 C.
1

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.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
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
[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 December, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
[ 6":2_,55.
/„.,2
for ar W. Klimek, P.E., Director �,
Division of Water Quality '� J
By Authority of the Environmental Management Commission
Permit Number WQ0031135
3

Past Track Enqineerin Certifieaton
Permit No. WQ0031135
December 21, 2006
Robert Swaringer, MS Ayrsley, LLC
1930 Abbott Street
Suite 400
Charlotte, NC 28203
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 de sicln 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
El Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Meeting Street at. Ayrsley, 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.

FTE OF NORTH CAROLINA
COUNTY OF - Mecklenburg
j
Permit No. l\1(Z CC; 135
DEVELOPER'S OPERATIONAL AGREEMENT 5-1-
7ffir'fApEEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
•)--0 a , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina,,he einafter known as the COMMISSION; and
P1�
Meeting Street Homes (fri
o 45- A + V. 11 a}corporati nlgeneral partnership registered/licensed to do
business in the State of North Carolina,hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon which
it is erecting and will erect dwelling units and other improvements, said development to be known
as Meeting Street at Ayrsley
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutas.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the MS Market La7, Ayrsley Condominium Association (hereinafter), a non-profit
corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose,_among others, of handling the property, affairs and business of the Development; of
operating, maintaining, re -constructing and repairing the common elements of the lands and improvements
subject to unit ownership, including the Disposal System; and of collecting dues and assessments to
provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal Sysler
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal Syster s v°ill
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common.
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
t. In the event the common expense allocation and separate fund are not adequate for the construe
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall prow ide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, (he DEVELOPI.R shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide. in the Association Bylaws that the association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
t . The agreements set forth in numbered paragraphs 1, 2, 3,. 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies y-here the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association,
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANACEMJT CO 1MISSIQ,
Meeting Street Ho
Name of Dlf"ELQ
Robert Swaringen
Print Name and Title

Permit Number WQ0031135
Central Files: APS SWP
12/21/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
4940
Facility
Facility Name
Meeting Street at Ayrsley
Location Address
Owner
Owner Name
Ms at Ayrsley
Dates/Events
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Robert Swaringer
1930 Abbott St
Charlotte
NC 28203
Orig Issue App Received Draft Initiated
12/21/06 12/21/06
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice issue
12/21/06
Effective Expiration
12/21/06
Requested/Received Events
Additional information requested
Additional Information received
Waterbody Name Stream Index Number Current Class Subbasin

WARNING - THIS CHECK IS PROTECTED BY SPECIAL SECURITY GUARD PROGRA
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4 FEATURE
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1930 Abbott St. Ste. 400.
Charlotte, NC 28203
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CHECK AMOUNT
ICALIIEACTANT

-TI
K APPLICATION for GRAVITY SEWERS, PI STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
ner:
1 a. Meeting Street Homes
Full Legal Name (company, municipality, HOA, utility, etc.)
• 1 b, Robert Swaringen
Application Number:.
(to be completed by DWQ)
O Signing Official Name and Title (Please review 1A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership 44 Corporation ❑ Other (specify):
ld, 400 Abbott Street, Suite 400
O Street Address
U.
1f. NC
State
0 lh. 704.714.3070 li. 704,714.3071
QTelephone Facsimile
{) 2. Project (Facility) Information:
2a. Mixed Use Townhouse Style Condominiums
Brief Project Name (permit will refer to this name)
3. Contact Person:
0
LL
Z
3a. Brian D. Smith
1 e. Charlotte
City
g. 28203
Zip Code
E-mail
2b, Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704,334.3303 3c. brian©urbandesignpartners.com
Phone Number E-mail
1. Project is (' New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to Item B(3)) i 1 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
O Leasing units (lots, townhomes, etc. - skip to item B(3)
® Selling units (lots, townhomes, etc. - go to Item B(2b);
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Tr
® Homeowner Assoc./Developer (Instruction IV)
ing Wastewater From This Project
4a. McAlpine Creek Wastewater Treatment Plant 4b. NC0024970
Name of WWTF
5a, Charlotte -Mecklenburg Utilities 5b. 8-in
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision ❑ Car Wash
0 Apartments/Condominiums ❑ Institution
❑ Mobile Home Park ❑ Hospital
School 0 Church
❑ Restaurant ❑ Nursing Home
❑ Office ❑ Other (specify): m_
7. Volume of wastewater to be permitted in this project: 4,940 gallons per day
WWTF Permit No.
Permit Number of Downstream Sewer (if known
% Domestic/Commercial
% Industrial
Other (specify):
8, If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
F"T h (VI

pi-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
•
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 fine or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
The projects consists of 26 live/work townhome style condominiums. The flow calculation is as follows 26 units' 190
gpd/unit = 4,940 gpd flow.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
6-inch 420
w
z
H
0
U
ENTER TOTAL LINE LENGTH IN MILES O. CeD
O
Gravity or Force Main
(use the pull down menu)
Gravity
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
r • (self chosen - as shown on Design Flow , Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
0 plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
Z -
2
w
CL
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 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
13. Have the following
permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Pemiit or 401 Certification? El Yes El No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ❑ NIA
Stormwater? ® Yes ❑ No ❑ N/A
trA r,,/m D.... - nnrnn

ST-TRACK APPLICATION for GRAVITY SE"4VERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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 a
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,
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 Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
1a.
Submit the 8.5" x 11" COLOR topographic map as required in Instruction Vi
regardless of whether a classification is provided!
Applicant's Certification:
1, Robert Swaringen, attest that this application for Meeting Street at Ayrsley 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. Nate: In accordance with North Carolina General
Statutes 143-215.6A a, . 143-215.5B, any person who knowingly makes any false statement, representation, or
certification ' an ap, <cation shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $1 0,0©©
as well as ry n* -s up to $25,000 per violation.
Signing Official Signature
(i) 2. Professional Engineer's Certi ica
z
0
I attest that this application for Brian D. Smith 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 I 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 tine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Brian D. Smith
Professional Engineer Name
2b. Urban Design Panne
2c,
Engineering Firm
318 Central Avenue Suite E6
Address
2d. Charlotte
City
2g. 704,334.3303
Telephone
2h, 704.334.
Facsimile
2e. NC 2f, 28205
21,
State
Zip
[e-mail]
ignature
Date

T ANSMIlTAL
To:
1318 a-6 central avenue P 704,334.3303
charlotte, nc 28205 F 704.334,3305
URBAN
DESIGN
PARTNERS
NCDENR Date: September 11, 2006
919 North Main St.
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Transmitted Via:
0 Overnight
© Courier
Hand
Mail
Ci Fax
Project Name: MS Market Ayrsley
Project No: 05-026
Action:
For Approval
© For Your Use
As Requested
© For Review & Comment
0 For Signature
Number Date J Description
2
original and copy of fast track se
check for $400
HOA 02-03
Flow Acceptance Le
Comments
Please accept the attached as our fast track sewer application. Feel free to call if
you have any questions.
Thanks,
Brian D. Smith
Cc:

TopoZone _. USGS Fort Mill (SC,NC
Page 1 of 1
0 0.1 0.2 0.3 0,4 0.5 Pli
UTM 17 5014996E 3886532N (NAD27)
USGS Fort Mill (SC,NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
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•
CO)
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
October 19, 2005
Mr. Brian Smith
Urban Design Partners
1318 E6 Central Avenue
Charlotte, NC 28205
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
MEETING STREET AT AYRSLEY
TAX PARCEL# 203-091-49
C-MU# 600-05-572
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, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 4,940 gallons per day (26 live/work units x 190 gpd/unit) from
this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works; 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, C-MU 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, (WSMP # 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.
C-MU 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, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
QA. Z ce A , 6040 . 11- - . _
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division ' New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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JL,ong Crook Basin
=Oid Dowd Roa PPaw Creek Sawn
Mott Road Area
ELILarrshury Coort Area
N
SITE
CMU# 60D-05-572

Page 1 of 1
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