WQ0022907_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 01, 2003
Mr. David Ransenberg, Owner
Gateway Homes
1819 Sardis Road North, Suite 330
Charlotte, North Carolina 28270
Subject: Permit No. WQ0022907
Gateway Homes
Renaissance on North Davidson Street
Wastewater Collection System Extension
Mecklenburg County
Dear Mr.. Ransenberg:
In accordance with your application received on June 18, 2003, and additional information
received July 22, 2003, we are forwarding herewith Permit No. WQ0022907, dated August 01, 2003, to
Gateway Homes 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject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 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.
NCDENR
Mooresville Regional Office Internet http://h2o.enr.slate.nc.usl
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. David Ransenberg
Page 2
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 Gateway Homes for the construction and operation of approximately 231 linear feet of 8-inch
gravity sewer to serve 98 residential units, 8,516 square feet of retail space, and a pool as part of the
Renaissance on North Davidson Street project, and the discharge of 19,942 gallons per day of
collected domestic wastewater into the Charlotte Mecklenburg Utilities' Sugar Creek WWTP (NPDES
No. NC0024937) existing sewerage system, pursuant to the application received June 18, 2003 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.
This permit shall become voidable unless the agreement between Gateway Homes and
Charlotte Mecklenburg Utilities for the collection and final treatment of wastewater is in full force and
effect.
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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan
Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWTF Permit No., NC0024937)
Dudley Stone, ColeJenest & Stone, PA
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 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 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 (Le.
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.

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 pemmitted 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 Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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.

r11. Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 1st day of August, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022907

Fast Track Engineering Certification
Permit No. W00022907
August 01, 2003
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 Renaissance on North
Davidson Street, 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
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.

STATE OF NORTH CAROLINA.
COUNTY OF MECKLENBURG
Permit No_ WO, Q +2 7
DEVELOPER'S OPERA. —OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into thi
day of
2003 , by and between the North. Carolina Environmental tvMnagement
Co ion, an agency of the State of North Carolina, hereinafter known as the CO^°l1ISSION; and
1, , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
l . 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 Gateway Homes (hereinafter the Development).
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 Statutes.
The DEVELOPER has caused to be formed or will use to be formed at the ta:rne of filing (Attie
Declaration, the `V (hereinafter
Association), 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
equality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of th.e promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I. 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.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
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
treatrn.ent, 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 System will
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. Systeni., 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.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and rainten.ance of the Disposal System, the Declaration and Association. Bylaws shall provide 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 andlor 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, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to beaccepted 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.
S. 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.
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.
1.0. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where 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
MANAGEMENT COMMISSION
Division of Water Quality
(Date)

Permit Number WQ0022907
Permit Tracking Slip
08/01/03
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
19942
Facility
Facility Name
Renaissance on North Davidson Street
Location Address
Owner
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
?elzIAri 15500) ail /03
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Gateway Homes, LLC
Dates/Events
Orig Issue
Scheduled
App Received Draft Initiated Issuance
06/18/03
Regulated Activities
Condominium
Outfall NULL
Owner Type
Non-Govemment
Owner Affiliation
David Ransenberg
1819 Sardis Road North
Charlotte NC 28270
Public Notice Issue Effective
Requested/Received Events
Additional information requested
Additional information received
Expiration
07/22/03
Waterbody Name Stream Index Number
Current Class Subbasin

Citariate
North Corokita
242$4
Tot /04 TM 1555
376, 7851
Transmittal
Date:
Reference:
Attention:
June 17, 2003
2252 — Renaissance on North Davidson Street
Ms, Sonja Williams
Company: North Carolina Department of Environment and
Natural Resources
919 North Main Street
Mooresville, North Carolina 28115
We Are
Transmitting:
Transmitted
Via:
Remarks:
By:
CC;
JUN 1 8 2003
NCOfr 3E
AND NATURAL. RESCURC
Tel: [phone]
Herewith
Copies Dted
EJ Under Separate Cover
Description
6 7 0
Cover e e
2
06/16/0
06/09/0
06/11/0
Fast -Track Application Form (1 Orig_inal and 1 Copy)
400 Application Fee (Check No. 5234)
OperationalAgreement (2 Originals and 1 Copy)
Flow Acceptance Letter (1 Original and 1 Copy)
USGS Mao
StreamClassification Data
Ej Mail El Overnight 0 Courier 0 Hand Delivery EJ Pick -Up
1 For Approval
LI For Your Use LJ As Requested
0 For Review
Enclosed is the submittal package for the private sanitary sewer and water
systems for the referenced project. Please call if you have any questions,
Eric C. Riedinger, PE
Project Civil Engineer
amh
Mr, David Ransenberg GH
Mr. Brian C. Jenest, RLA — CJS
Mr, Dudley D. Stone, PE — CJS
Mr, Gregory S. Jones, RLA — CJS
Mr, Michael D. Deel, El — CJS
MAProject Files \ 2252 \20030-rans%0617tW,IIams, $S Permt submittal doc
VAS talit.0
toniKicest

June 17.20O3
n
MC QEPf OF E
AND NATURAL RE
4DRESVILL-E RE
Ms, Sonia Williams
North Carolina Department ufEnvironment and Natural Resources
81ANorth Main Street
Mooresville, North Carolina 28115
Re: 2252 — Renaissance on North Davidson Street
Dear Sonja:
VVeare currently revising construction plans for ocondominium project vin)ahmta|of15
buildings and 234units, The units are tobesold, The site ialocated onNorth
Davidson Street (Parcel No. O91-1O7'32.091'107'31.O81'187'O7). The proposed
private sanitary sewer system will tie into the proposed Charlotte Mecklenburg Utilities
(CMU)sanitary sewer system (Project No. 1OO'O2'817)within the project asweUastho
existing sanitary sewer system mNorth Davidson Street. The projectedprivateoevvnr
flow from the completed project im1S.S42GPQ;vvh|chiobaoedonihmfmHowing:
1. Residential units -18OGPOper unit with atotal ofQ8units connecting tothe
private system (Totaling 18.62OGPD).
2. Pool (4^line connection from pool) '10GPDper person for the swimming pool,
The estimated occupancy 30people (Totaling 3O0GPD),
3. Retail units inBuilding 1-12OGP[V1000GFnfspace. The total square
footage ofretail space is8.51G(Totaling 1.U22GPO).
Please call ifyou have any questions.
Best regards,
COLEJEWEST&STONE, P.A.
DudleyD. Stone, PE
Managing Principal
amh
cc Mr, David Ranmmnborg—GH
KJrBrkmmC.Jcnout.RLA—CJS
Mr. Eric CRimd|nger.PE—CJS
`�,
���'^ 7,951,�
'

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! ! Application Number:
(to be completed by DWQ) 1/l%�G>D �Z� d
-A. APPLIC`ATfON INFORIVLA,T)0,
n ;-a 3:.. [`2 G 5
I. Owner.
1a. Gateway Homes
Full Legal Name (company, municipality, HOA, utility, etc.)
,,1 b. David Ransenberg Owner/Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c,
The
■
legal entity who will
Individual • Federal
own
■
this system is:
Municipality 0 State/County 0 Private Partnership 0 Corporation
@
Other (specify): HOA
,1d.
1819
Sardis Road North, Suite 330
le. Charlotte
Street
Address
City
.1f.
North
Carolina
lg. 28270
State
Zip Code
lh.
704-814
8846
1i. 704-844-8847
1j. [e-mail]
Telephone
Facsimile
E-mail
2.
Project
(Facility) Information:
2a.
Renaissance
on North Davidson Street
2b. Mecklenburg
Brief
Project Name (permit will refer to this name)
County Where Project is Located
3.
Contact
Person:
3a.
Eric
C. Riedinger, PE
Name
and Affiliation of Someone Who Can Answer Questions About
this Application
3b.
704-376-1555
3c. [e-mail]
Phone
Number
E-mail
i2a.
^ . T
-, : -
1.
Project
is
0
New 0 Modification (of an existing permit)
If Modification, Permit No.:
2.
Owner
is
•
Public (.skip to Item B(3)) ® Private (go
to Item 2(a))
If
❑
0
•
private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc: - go to Item B(26))
2b.
if
•
CI
sold, facilities owned by a (must choose pne)
Public Utility (Instruction III)
Homeowner AssocJDevelo per (instruction IV)
•
•
- ;
, .O:' : -5a.
',LL<
rv••"• ,t
- el ;
k-. =gyrr.m.
_
�"'
•
=.` ,
I?e
._ A .1
3.
Charlotte
Meckelnburg Utilities
Owner
of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Sugar
Creek kb. NC0024937
Name
of WWTF WWTF Permit No.
Charlotte
_
Mecklenburg Utilities 5 b. Bin ..5c. Unknown
Owner
of Downstream Sewer I Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The
origin of this wastewater is (check all that apply):
•
❑
A
ElMobile
❑
•
Residential Subdivision
Apartments/Condominiums
Home Park
School
Restaurant
❑
III
•
0
•
Car Wash
Institution
Hospital
Church
Nursing Horne
100 % Domestic/Commercial
% Industrial
% Other (specify):
•
Office
►/ Other (specify): Pool and Retail
7.
Volume
of wastewater to be permitted in this project 19.942 gallons per day
8.
If the
❑
■
0
permifted 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
FTA 02/03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
t r ..
.
_`'
x= ='
''
;,x
Y;�s
. ,'
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(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).
1. Residential units -190 GPD per unit with a total of 98 units connecting to the private system (Totaling 18,620 GPD)
2. Pool (4" line connection from pool) - 10 GPD'per person for the swimming pool, the estimated occupancy 30 people
(Totaling 300 GPD)
3. Retail units in Building 1 —120 GPD/1000 SF of space, The total square footage of retail space is 8,516 (Totaling
1,022 GPD)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(pull down menu)
•
8
231
Gravity
Gravity
`0
-..
~ x
fx
Gravity
Gravity
Gravity
Gravity
,:
- _
4x a
,
P ;Qs `:.
nZ
Gravity
ENTER TOTAL LINE LENGTH IN MILE
0.04 •
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
-
Location ID
(as shown on plans)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(dual line feed, permanent generator w/ATS,
portable generator wltelemetry, wet well storage)
q
.:��
7
_a
e
'- 1''T
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permittingof Pump Stations and Force
Y PY 9 P
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes 0 No If no, please reference the pertinent minimum desigp 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
5.-_
-r
ems::;
13. Have the following permits/certifications been submitted for 9 approval?
Wetland/Stream Crossings - General Permit or401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ N/A
0 NIA
CI Yes • No
El Yes ❑ No
0 Yes 0 No • N/A
FTA 02/03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
AN- 'CLASS IFICAT! bN,'
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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,
® 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 Name of
on Map ! Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
SITE UT to Little Sugar
r
Mecklenburg
Cawtaba
11-137-8
C
Submit the 8.5" x 11" topographic map as required in instruction VI regardless of whether a classification is provided!
t, `=
=
'` •
v'."
1. Applicant's Certification:
1, David Ransenberg, attest that this application for The Renaissance on North Davidson Street Project
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
s well as civil penalties up to $25,000 per violation.
1a. ip [b -+D3
Sig fficiai Signature Date
• :! ::2.
r `Z"
='tom
Q . `
'AL -.-
<}-:; '"
a;', .
`= ' U-
r:, °'.
t
Professional Engineer's Certification:
l attest that this application for The Renaissance on North Davidson Street Project has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been develdoed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
"2a.
Dudley D. Stone, PE `,00019111Qape�o,
.
Professional Engineer Name
`, ...,1 .CA(�0�4a+i
`'2b.
ColeJenest & Stone, PA
1#1.00. °S1O •
y9 �':
Engineering Firm .4
'
SEAL
2c. 112 South Tryon Street, Suite 300 Y` F�
Address I •
Q+e° n
G
: 2d Charlotte {2e. NC 2f. 28284 I o• "-es. DING °" `moo
L
O�4i
City j State .Zip �`•�VO(�,
��i
'
' D .ti���0 /i0/D 3
2g. 704-376-1555 2h. 704-376-7851 !2i. [e-mail] �I
- :. Telephone I Facsimile i E-mail Seal, Signature & Date
FTA 02/03

CHARLOTTE
CHARLOTTE-MECKLENBURG
UTILITIES
June 11, 2003
Mr, Eric Riedinger
ColeJenest & Stone
112 South Tryon Street
Suite 300
Charlotte, NC 28284
PRoJ, NO,
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
RENAISSANCE ON NORTH DAVIDSON STREET
Dear Mr. Riedinger:
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
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 19,942 gallons per day [(98 units x 190
gpd/'unit); (30 people x 10 gpd for pool with 4-inch sewer connection); (8,516 ft2 retail x 120 gpd/1,000 ft2)]
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 NCDENiR. 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 tile subject site. However, the applicant should understand that due to me 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
New Services
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities_com
0 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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pippPPP-
- The Web's Topographic Map
t1:1n ozOne:comN
wC 4ynght,2Otio Ala s a la sarte.lr 2.
jolioloNe.eom
Target is UTM 17 518361E 3900404N - CHARLOTTE EAST quad [Quad Infoj
0 500
meters) .,.
miles 0
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Please use this information if you're ordering a printed USGS topographic map from a
dealer. Different dealers may prefer to use either the ISBN Number or the Order ID to
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Name
State(s)
Map Type
Scale
Currentness Year
CHARLOTTE EAST
NC
Topographic (feet)
1:24000
1991
ISBN Number
USGS Order ID
USGS Entity ID
060732838X
TNC0122
MPTNC0122PP01
Area Covered
Projection
7.5 minute
Polyconic
Northwest corner
Northeast corner
Southwest corner
Southeast corner
35.2500°N,-80.8750°W
35.2500°N,-80.7500°W
35.1250°N,-80.8750°W
35.12500N,-80.7500°W
The TopoZone is produced by Maps a la carte, Inc. - © 2002 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by our Conditions
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Searching for: "CHARLOTTE EAST"
Type of Match Requested: Exact
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Year
Year
Map Type
TNC0122
Charlotte East
35° 07' 30"
O$a0,46,
1988
1988
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