WQ0029473_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
November 2, 2005
Mr. Tyler Foster, Member
Bridge Partners, LLC
800 Manhasett Road
Charlotte, NC 28209
Subject: Permit No. WQ0029473
Oakleaf Townhomes
Bridge Partners, LLC
Wastewater Collection System Extension
C-MU TRACKING #600-05-526
Mecklenburg County, North Carolina
Dear Mr. Foster:
In accordance with your application received on October 26, 2005, we are forwarding herewith
Permit No. WQ0029473, dated November 2, 2005, to Bridge Partners, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC28115 Phone: [phone] Fax: [phone]
Internet: h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Nr hCarolina
o7aturally

Mr. Foster
Page 2 -
November 2, 2005
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 Bridge Partners, LLC for the construction and operation of approximately 556 linear feet of 6-
inch gravity sewer as part of the Oakleaf Townhomes project, and the discharge of 4,370 gallons per
day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage
system, pursuant to the application received October 26, 2005, 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 the Charlotte
Mecklenburg Utilities WWTP (Sugar Creek NPDES No. NC0024937) 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,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024937)
Carlton Burton, Burton Engineering Assoc.
Surface Water Protection Central Files
Marie Doklovic, 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 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 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 §1 43-215.1 C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 2nd day of November, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimel,P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029473
3

Fast Track Engineerinc_Certification
Permit No. WQ0029473
November 2, 2005
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 Oakleaf Townhomes,
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
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.

Oct. 26, 2405,11 5: 04PM Fax: 7oass3soao
STATE OF NORTH CAROUNA
COUNTY OF ' WCK ,ENSURE Permit No.
Oct 26 2005 17:13 No.l I rL 02 r• ."1
HO . yNEO ` OPERATIONAL A R E
This AGREEMENT road° pursuant to G.S. 143 215.1 (d1) and entered into' this day of
k '` by and between the North Carolina virounwtal Management
Commission, an ency of the State of North Carolina, hereinafter ]mown as the COS SION; and
BRIDGE.. PARTNEI S_, LLC , a non-profit c rporation organized and
existing under and by virtue of the laws of the State of North Carolina, hereinafter kdc iwn. as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION wasformed fox the purpose, among others, of handling t 'property, affairs and
business of the 'developmentbrownas BRIDGE_ PARTNERSt LLC
(hereinafter. the Development); of operating, maintaining, re -constructing and =linking the common
elements of the lands and improvements subject to wait ownership, inciiidirg the Nwastewatet collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessme.t to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to 'ovide sanitary sewage
dispasal.to serve the Developmenf on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a " "pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4_ The Development was created subject to unit own the dwellings er'ship � in rags 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.
.1
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
.gcury+ d-rwa ai+ vkac4, e-a rel penuud 7meresr uierein. - -.
NOW, TI1EREFORE, in consideration of the pzvrnises and the benefits to be derived
hereto, the COMMISSION and ASSOCIATION do hereby mutually.agreoas follows
I. The ASSOCIATTONshall "construct the "Disposal System and/or m ke any addi ns or modifications ions to
the Disposal System in accordance with, the permit and plans and speci,IIcations'liereafterissued and
approved by the 'COMMISSION, and shall therea.fter properly operate and maim o such SYMMS and
facilities in accordance with applicable permit,provisions and law. .
2. The ASSOCIATION !hall provide in the Declaration and Association Bylaws the Disposal System
and appurtenances thereto are part of the common, elements and shall thereafter properly maintained
and operated in conformity with law and the provisions of the permit for construction, operaion, repair,
and maintenance 'of the system and facilities. The Declaration and.Bylaws shall ildentify the enter
wastewater treatment; collection and disposal system as a common element whit will receive the highest
priority for expenditzures by the Association except for Federal, State, and local *es and insurance.
FORM; HOA Q2103 Page 1 of 2
Received Time Oct..26. 4:56PM

Oct. 2
4
5 :04PM
Fax:[phone] Oc
6 2005 17:14 Na. 2732 03
3, The ASSOCIATION provide in the Declaration and Association Bylaws that the Disposal System,
will be maintained out of the common expenses. In order to assure that funds readily
available to repair, Maintaix or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be mated out of
the common expenses. Such fiord shall be separate from the routine maint fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not aquatc for the construction,
►air, and maintenance of the Disposal System, the Declaration and Associatiau 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 be provided such that spec ia l,assessments oan be made
as necessary at any time.
If a wastewater collection system and wastewater treatment and/or dispo
town, village, county, water and sewer authorities, or other wit of government
available to serve The Development, the ASSOCIATION shall take such action
Ong and future wastewater of the Development to be accepted and discharg
id©d try any city,
eseinafter become
eoessary to cause the
mid governmental
system, and shall convey or transfer as much of the Disposal System and such necessary ea. ne»tc P +I,
�grazing that it would be contrary to the public interest anrai to the public h
the ASSOCIATION to enter into voluntary dissolution without having made
continued proper maintenance, repair and operation of its Disposal System, -
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not en
without first having transd its said system and facilities to some person,
Acceptable to and approved by the COMMISSION by the issuance of a permit_
7. The ASSOCIATION shall not tranfer, convey, assign or otherwise relinquish o
for the operation and maintenance of its Disposal System tail a permit has been reis
ASSOCIATION'S successor.
and `lfare for
uate pro, for die
SSOCIATION shall
voluntary dissolution
on or other entity
SThe agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, and 7 above
permit issued by the COMMISSION to the ASSOCIATION for the coastructi
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of fl :ds tite Co
filed and in the offices of the Secretary of State ofNorth Carol .a itln the
Also iAti01.
IN ASS WHEREOF, this
representative of the parties hereto on the
FOR THE ENVIRONMENTAL
MANAGEMENTCESSION
(Date
FORM: HOA 02103
Received Time Oct, 26.
P
duplicate ginals by
d mar tip as indicated by each 4'
_ e BRIDGE PARTNERS, LC
Nam a of ASS©CTATIOil
Page 2 of 2

pry
K APPLICATION for GRAVITY SEWERS, PUMP STATtf)NS, AND FORCE. MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
z
0
F—
2 1 c. The legal entity who will own this system is.
© Individual © Federal 0 Municipality 0 State/County U Private Partnership ❑ Corporation ❑ Other (specify):
Application Number:
(to be completed by DWQ)
PA
t. Owner
l a, t4�t L1 :.__. "•
Full Legal Name (company, municipality, HOA,. utility, etc,)
lb. MR. 'TYLER FOSTER,
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
O ld. 800 MANHASETT RD,
LL LL Mailing Address
0
J
a.
a..
Q
4
NFORMATION
1f. NC
State
le, CHARLOTTE
City
l g. 28209
Zip Code
lh. 704-719-3054 1 i. 1 j. ttoster35 [e-mail].
Telephone Facsimile E-mail
2. Project (Facility) information:
2a. OAKLEAF TOWNHOMES
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. CARLTON T. BURTON, PE, Burton Engineering Assoc_
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-553-8881 3c, cburton@burtonen
Phone Number E-mail
2b. MECKLENBURG
CountyWhere Project Located
y is
ineering.corn
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 (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in 8(7) and 8(10-11) that has already been included in the original permit.
2. Owner is El Public (skip to Item 8(3))
2a. if private, applicant will be:
Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
© Retaining Ownership (i.e. store, church, single office, etc.) or
© Leasing units (lots, townhomes, etc. - skip to Item 8(3))
Selling units (lots, townhomes, etc, - go to Item B(2b))
3. CHARLO I I EMECKLENBURGUTILITY DEPT.
Owner of Wastewater Treatment Facility (WWTF) Treating Wast
4a. SUGAR CREEK
Name of WWTFp_.._.._�
K.UTILDEP
5a.
CHAR.MEC T. 5b. 8" Gravity
Owner of Downstream Sewer Receiving Sewer Size j Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision [] Car Wash
Apartments/Condominiums © Institution
© Mobile Home Park © Hospital
0 School 0 Church
0 Restaurant 0 Nursing Home
0 Office © Other (specify):
Volume of wastewater to be allocated for this particular project: 4,370 gallons per day
*Do not include previously permitted allocations
Public Utility (Instruction III)
Homeowner Assoc /Developer (Instruction IV)
ter From This Project
4b. NC0024937
V\WTF Permit No.
Permit Number of Downstream Sewer t'if known
°/p Domestic/Commercial
% industrial
% Other (specify):
8. If the permitted flow is zero, indicate why.
© Interceptor Line - Flow will be permitted in subsequent permitat connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
ETA 02/03 - Rev. 3 04/05

VAPPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
. rovide 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
23 UNITS X 190 GPD/UNIT = 4,370 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
r
Size (inches)
8"
n
Z
Z_ _ .-------
ENTER TOTAL LINE LENGTH IN MILES
O _J. -
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on ! Design Flow ; Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
▪ plans for cross-reference) (MGD) GPM @ TDH * portable generator w/telemetry; 4-wet well storage)
Gravity or Force Main
(use the pull down menu)
GRAVITY
+--
a12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
w Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
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 Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes Cl No ❑ N/A
Stormwater? ❑ Yes ❑ No ® NIA
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

Fr- PA
CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
0
C. STREAM
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:
Z A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El 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 waterbocly,
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, MR. TYLER FOSTER, attest that this application for OAKLEAF TOWNHOMES 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 as well as civil penalties up to
$25,000 per violation,
Signing Gfffctt Signature
Professional Engineer's Certification:
I attest that This application for OAKLEAF TOWNHOMES 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. I 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 rnisde anor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, CARLTON T. BURTON, PE
Professional Engineer Name
2b, Burton Engineering Assoc,
Engineering Firm
2c. 5950 FAIRVIEW RD., SUITE 100
Mailing Address
2d. CHARLOTIE 2e, NC 2f. 28210
City State Zip
2g. 704-553-8881 2h, 704-553-8860 2i.
Telephone Facsimile cburton@burtonengineering,eo
volutim
CAR
i.41. SEM-
t 12557
Seal, Signature & Date
FTA 02/fY - Rev. 3 04/05

Permit Number WQ0029473
Central Files: APS__ SWP
10/31/05
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
4370
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Oakleaf Townhomes
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Bridge Partners LLC Non -Government
Owner Affiliation
Tyler Foster, member
800 Manhasett Rd
Charlotte
Dates/Events
NC 28209
Orig issue
App Received
10/26/05
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Re uested Received Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

• Oct, 26, 2005 5:04PM
No. 2732 P. 1
Diversified Development, Inc,
P.O. Box 11453, 1331 Elmwood Avenue, Suite 150-A
Columbia, SC 29211
Phone: [phone] Fax: [phone]
DDI
To: D Browder From: Mindy Gentry
Fax: [phone] Pages; 4
Phone: orate: 10/26/05
Re: Oakleaf/Badge Partners CC:
Urgent ❑ •Far Review
❑ Please Comment ❑ Please Reply 0 Please Recycle
Attached is the Operational Agreement showing the proper name. Also attached is
the Privilege License for Oakleaf.
Let me know if you need anything else. Thanks for your help!

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
April 13, 2005
Ms. Wanda Fuller
Burton Engineering
5950 Fairview Road
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
WOODLAWN CONDOMINIUMS
TAX PARCEL# 149-164-04 & 149-164-06
C-MU# 600-05-526
Dear Ms. Fuller:
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 4,370 gallons per day (23 residential
units x 190 gpd/unit) 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
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

ry
Legend:
=I Mountain Island Basin
=Long Creek Basin
>=7OId Dowd Roadjpaw Creek Basin
i=7 Platt Road Area
ILansbury Court Area

080° 52' 30,00" W
080' 52' 0,00" W
080' 51' 30.00" W

Name: CHARLOTTE EAST
Date: 10/12/2005
Scale: 1 inch equals 1000 feet
080° 52' 30 00" W
080° 52' 0,00" W
Location: 035° 10' 23.1" N 080° 52' 27,9" W
Cop
080° 51' 30.00" W

Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919A07-2O0O
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Date: 10/26/2005
Click here to:
View Document Filings I
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Report
Corporation Names
Name Name Type
NC Bridge Partners, LLC Legal
Limited Liability Company information
S©SID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0714653
Current -Active
3/5/2004
Domestic
NC
12/31/2075
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Windham, Jonathan C.
301 S. College Street
Suite 2600
Charlotte NC 28202-6038
301 S. College Street
Suite 2600
Charlotte NC 28202-6038
800 Manhasset Road
Charlotte NC 28209
800 Manhasset Road.
Charlotte NC 28209
For questions or comments about the North Carolina Secretary of State's web site, please send e-
mail to Webmaster.
http://www.secretary. tate.nc.us/Corporations/Corp.aspx?PitemId=6202030 10/26/2005

Bridge Partners
Subject: Bridge Partners
From: "tyler k. foster" <[e-mail]>
Date: Wed, 26 Oct 2005 14:21:01 -0400
To: <[e-mail]>
This email confirms that I, Tyler Foster am Member/Manager and owner of Bridge Partners, L.L.C. a corporation
registered in North Carolina. Also, Bridge Partners is a 30% shareholder of Oakleaf Hills, LLC. Both companies
are licensed in Charlotte/Mecklenburg to do business.
Tyler K. Foster
1 of 1 10/26/2005 2:29 PM