WQ0033925_Regional Office Historical File Pre 2018

-.4.,AegrA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 3, 2009
Mr. Robert B. Bowman, Member
Shelton Ridge Phase II
f 3375 4401'6-Cinnabar Place
Huntersville, North Carolina 28078
Subject: Permit No. WQ0033925
Shelton Ridge Phase II
Tax Parcel No. 011-202-75
C-MU Tracking No. 600-09-546
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Bowman:
In accordance with your complete application received on March 30, 2009 we are forwarding
herewith Permit No. WQ0033925, dated April 3, 2009, to Shelton Ridge Phase II 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal OpportunitylAfirmative Actin Employer 50% Recycled/10% Post Consumer paper
North Carolina
Naturally

Mr. Robert B, Bowman
Page 2
Apr i 3, 2009
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 605 linear feet of 8-inch gravity sewer and
the discharge of 3,800 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system 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 McDowell Creek
WJVTP (NPDES No. NC0036277) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities, Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00001 permit requirements.
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 conta
[phone].
Electronic copies:
Cc:
Sincerely,
/i2/:('
fbr Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Marc. A. Houle, P.E.
ateu
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS
Th
ty
el Parker at

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless. the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations? that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

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.
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 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 3rd day of April, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033925

Permit No, WQ0033925
April 3, 2009
Owner/WQCS
Robert B. Bowman
14015 Cinnabar Place
Huntersville, NC 28078
PE
Marc A. Houle, P.E.
Yarbrough -Williams & Houle
Post Office Box 7007
Charlotte, NC 28277
WQCS/WWTP
Barbara Gross
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views o
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? rith this permit,
regulations or minimum design criteria
wer lines) of the wastewater collection
This project shah 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
[1, Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, [ weekly,, [I full time) the construction of Shelton
Ridge, Phase II, 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, 2.000 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 Perrnittee to
appropriate enforcement actions.
4

T� OF NO TH CAROLINA
COUNTY OF
Permit No.
d el .
of
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this
3� day
.�, by and between the North Carolina Environmental
Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
and
Roundabout, LLC. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain Iands lying in Mecklenburg. County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Shelton Ridge Ph2 (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 Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Shelton Ridge, Ph2 Homeowners' Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the Iaws 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.
vria 74, ryci1 !Vflf12

PIPPPPF-
... 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
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.
5 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 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.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance 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 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, the DEVELOPER 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.
8. 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.
9. The agreements set forth in numbered paragraphs I, 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) 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
MAN-AGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
Roundabout, LLC
Name of DEVELOPER
Robert B. Bowman, Member
Print Name and Title
1rlDlik 1-11717 /111

IL st., z, ''., "..Q zLE (..1..1 1 iau •y k ava
Oyu)

z
Q
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perm ittee:
la. Roundabout, LLC _
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Robert B. Bowman, Member
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for auth
1 c, The legal entity who will own this system is:
❑ lndivi ual 0 Federal 0 Municipality 0 State/County 0 Private Partnership
l d. 5 Cinnabar Place
Application Number:
(to be completed by DWQ)
Mailing Address
lf. NC
State
1 h. 704-875-9704
Telephone
704-875-9705
Facsimile
2. Project (Facility) information:
2a. Shelton Ridge Ph2
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Jay Nivens, Project Manager— Yarbrough -Williams & Houle, Inc
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-556-1990 3c. [e-mail]
Phone Number E-mail
1e. Huntersville
City
1 g. 28078
Zip Code
E-mail
gn ng o
Corporation 0 Other (specify):
newvermillion,com
Project is
New 0 Modification (of an existing permit)
2, Owner is 0 Public (skip to Item B(
2a. If 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(2b))
odification, Permit No,,
3. Charlotte -Mecklenburg Utilities
))
Priva
Owner of Wastewater Treatment Facility (WWTF) Treating
4a.
4
5a.
z
go to item 2(a))
D
2b. If sold, facilities owned by+a ("rriustcrio
Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
ewater From This Project
4b.
Name of WWTF
nburg Utilities ISewer Size © Gravity
Charlotte -Mecklenburg
Owner of Downstream Sewer ''Receiving Force Main I
The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
❑ School
• Restaurant
❑ Office
WWTF Permit No.
Permit # of Downstream Sewer (Instruction E)
❑ Retail (Stores, shopping centers)
0 Institution
❑ Hospital
0 Church
0 Nursing Home
© Other
(specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 3800
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100 % DomesticlCommercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FIAI2/0

r.
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
20 lots @ 190gpd per lot = 3800 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
605
New Gravity
❑
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
n
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Z
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
0
Z
O
QPump
Station Location ID
(self chosen -
as shown on planslmap
for reference)
5
cc
0
LL
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Z
re
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
a
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
• Yes ►2 No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
® Yes 0 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
FTA12107

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? D Yes © No N/A
Sedimentation and Erosion Control Plan? Yes D No D N/A
Stormwater? Yes 0 No © N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines,, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes. 0 and provide details
..............
Owner/Permittee's Certification: (Signature +of Signing Official and Project Name)
i, Roberi B. Bowman , attest that this application for Shelton Ridge Ph2 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 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 a `vil penalties up to $25,000 per violation.
ning official ignature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .f}305
Z
2. Profession& Engineer's Certification: (Signature of Design Engineer and Project Name)
1, MarcA. Houle P.E. attest that this application for Shelton Ridge Ph2 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 other professionals may have developed certain portions of this submittal package, 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 143-215,68,, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per vlolati
2a. Marc A. Houle, P.E.
Professional Engineer Name
2b. Yarbrough -Williams & Houle, Inc.
Engineering Firm
2c, P.O. Box 7007
Mailing Address
2d. Charlotte
City
2g, 704-556-1990
2h. 704-556-0505
Telephone Facsimile
2e. NC 2f, 28277
State Zip
2i. marchy-vah.com
E-mail
NC PE Seal, Signature
ITA 12,1f 7

YARBROUGH—WILL.IAMS & HOULE, INC.
Planning • Surveying • Engineering
Project Narrative -- Shelton Ridge Phase 2
©ascription of Receiving Sewer. Systems:
The Receiving Sewer System is an 8-inch. gravity sewer trunk which is owned and operated by
Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities has assigned the JotJ# 100-99-
005 and Fiie# 1464-005 to the receiving sewer system.
Description of Proposed Sewer Collection System:.
The service area is limited to Shelton Ridge Phase 2 Subdivision. The proposed service area.
consists of 20 single family residential lots. The flow produced by the subdivision is 3800 gpd
calculated using the flow rate of 190 gpd per lot. The proposed Sewer Collection System
consists of;
- 605 LF of 8-inch gravity main
- 5 manholes
Description of Sewer Collect on System Expansit nsa
There will be no future expansion to this system,. This sewer system completes the development
for Shelton Ridge Phase 2.
Sew - Project Narra
730 Windsor Oak C°t..28273) • P.C. Box 7i1 7 {28241) * Charlotte, NC 704.556.1 90 • fax [phone]

YARBROUGH-WILLIAI'v' S & HOULE, INC.
Planning • Surveying • Engineering
March 27, 2009
Dee Browder
Surface Water Protection
NCDENR — Mooresville Regional 0ffc
610 East. Center Avenue, Suite 301
Mooresville, NC 28155
Re: Shelton Ridge Phase 2
Mecklenburg County, North Carolina
Dear Ms. Browder:
Enclosed please find one original and one copy of the "Fast -Track Application,,." for the referenced sewer
collection system for your review and approval.
Attached with this application is the following:
1. Plan Review Fee.
2. Operational Agreements.
3. CMU letter regarding Water and Sanitary Sewer flow acceptance and Form FTSE 10/07.
4. USGS Quad Map & Street. Level Map showing downstream connection.
S. Watershed Classification Attachment (Form WSCAS- 12/07).
6. Project Narrative.
If you should have any questions, or need additional information, please feel free to give me a call.
Sew - Sub. letter.doe
730 Windsor Oak Cr. (28273) P.O. Box 7007 (28241) • Charlotte, NC • 704.556.1990 • fax [phone]

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CHARL0TTEMCKLENBURG
UTILITIES
March 9, 2009
Mr, Marc Van Dine
Yarbrough -Williams & Houle
P.C. Box 7007
Charlotte, NC 28241
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
SHELTON RIDGE — PHASE II
TAX PARCEL# 011-202-75
C-MU TRACKING# 600-09-546
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that:
Charlotte -Mecklenburg Utilities (C-MU) agrees to accept the gravity sewage flow of 3,800 gallons per day
(20 single-family lots x 190 gpdilot) from this project for transmission to the McDowell Creek Wastewater
Treatment Plant, NPDES permit number NC00036277, for treatment. This acceptance of flow is based
on the existing capacity of the designated publicly owned treatments works, Please see attached basin
map and flow tracking form.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010) on file with the Public
Water Supply Section of NCDENR. However, CMU cannot guarantee a constant pressure or quality of
flow,
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the a o nate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance,and payment for service connection(s) has not been received within (1)
vearofthe issuance of this flow acceptance,this flow ance approvaishall be rescinded and a new
ns, please do not hesitate to contact me
fow acceptance request must be made, If you have any que
[phone]
Sinceret
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities,com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]'19

aw* 4i o
Charlotte -Mecklenburg Utilites
!TP Service Areas with Basins

State of North Carolina.
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Yarbrough -Williams & Houle.
Project Name for which flow is being requested: Shelton Ridge II
More than one .175E4 0/07 'nay be required JOT a single project if the owner of the WWTP is not responsible jOr all
pump stations along the route ofthe proposed waszewarerflow.
1. Complete this section only if you are the owner of the wastewater .treatment plant.
a. WWTP Facility 'Male: McDowfl Creek, jWTP
b. WWIP Facility Permit #: NC0036277
c. WWTP permitted flow
d. Estimated obligated flow not yet tributarythe WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ali flows are in MGD
12.00
0.506
4.79
0.0038
4,81
40.1-%
It Complete this section. for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
'Pump Station Name
Clarks's Creek
Approx. Capacity, MGD Approx., Current Avg,
(Firm/Design) Daily Flow, MGD
1.013 0.771
III. Certification Statement:
, certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I. am the responsible party. Signature of this form indicates
accepta/tIce of i 2stewater flow.
Signing Qffidal Signature Date

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3/27/09,
YARBROUGH WILLIAMS $ HOULE, INC.
Planning G Surveying n Engineering
780 1Flado = Oak Court (28279) P.O. Buz 7007 (28241)
Charlotte. North Carolina
704.6501990 704.558.05060u}
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FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
App icant Name
Roundabout, LLC
ProfessionaiEngineerNarne
Marc A. Houle, P.E.
Project Name
Shelton Ridge Ph2
Enaneerina Firm Name
Yarbrough -Williams & Houle,
Location
ID
Site
Name of Waterbodyl
UT to North Prong Clarke Creek
County
Meck
River
Basin
Yadkin
aterbody Stream
Index No.
13-17-4-1
Waterbody
Classification
nnamod, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-I2/07
Page

North Carolina Secretary of State
Page 1 of 1
North Carolina,
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARY OF STATE
PO Box 29822 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name
NC Roundabout, LLC
Name Type
Legal
Limited Liability Company Information
SOSID:
Status:
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State of Inc.:
Duration:
Registered Agent
1047488
Current -Active
6/5/2008
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Bowman, Robert B.
13815 Cinnabar Place
Huntersville NC 28078
13815 Cinnabar Place
Huntersville NC 28078
13815 Cinnabar Place
Huntersville NC 28078
13815 Cinnabar Place
Huntersville NC 28078
http:llwww.secretary.state.nc.us/corporations/Corp.aspx?Pitemid=8867268 3/31/2009

Permit Number WQ0033925
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Permitted Flow
3800
Facility
Facility Name
Shelton Ridge Ph2
Location Address
Owner
Central Files: APS_ SWP
04/02/09
Permit Tracking Slip
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Jay Nivens
PO Box 7007
Charlotte
Major/Minor
Minor
NC 28241
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Roundabout LLC
Dates/Events
Orig issue App Received Draft Initiated
04/02/09 03/30/09
Regulated Activities
Subdivision
Wastewater collection
Outfail NULL
Scheduled
Issuance
Owner Type
Non -Government
Owner Affiliation
Robert Bowman
PO Box 1378
Davidson
NC 28036
Public Notice Issue Effective
04/03/09 04/03/09
Requested/Received Events
Additional information received
Additional information requested
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Permit No. WQ0033925
April 3, 2009
Owner/WQCS
Robert B. Bowman
14015 Cinnabar Place
huntersville, NC 28078
PE
Marc A. Houle, P.E.
Yarbrough -Williams & Houle
Post Office Box 7007
Charlotte, NC 28277
WQCSIWWTP
Barbara Gross
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
E-4
2
1
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 rewired for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor aliowed to operate until this Engineer's Certification and a
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
ENGINEERS CERTIFICATION
fl Partial Final
, as a duly registered Professional Engineer in the State of North Carolina,
h�Mg been authorized to observe periodically, El weekly, Lj full time) the construction of Shelton
Ridge, Phase II, 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 ProfessEngineers 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 responsThl� 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.
4