WQ0029731_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
• January 19, 2006
Mr. Christopher Borst, Vice President of Development
Clubdominium Properties, LLC
4521 Sharon Road, Suite 420
Charlotte, North Carolina 28211
Subject: Permit No. WQ0029731
Richmond Hills Condominiums
Clubdominium Properties, LLC
C-MU TRACKING #600-05-556
Mecklenburg County, North Carolina
Dear Mr. Borst:
In accordance with your application received on December 30, 2005, we are forwarding
herewith Permit No. WQ0029731, dated January 19, 2006 to Clubdominium Properties, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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, NC 28115 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
Noy` Caro ina
/Vatttrally

Mr. Borst
Page 2
January 19, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Clubdominium Properties, LLC for the construction and operation of approximately 470
linear feet of 8-inch gravity sewer, and 68 linear feet of 6-inch gravity sewer as part of the Richmond
Hills Condominiums project, and the discharge of 22,420 gallons per day of collected domestic
wastewater into the Charlotte -Mecklenburg Utilities existing sewerage system, pursuant to the
application received December 30, 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 (MCAlpine Creek NPDES No. NC0024970) prior to being discharged into
the receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
, Ewa-�•1
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024970)
Clifford Nelson, Dewberry
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 §143-215.1 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 19th day of January, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f ee
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029731
3

Fast Track Engineering Certification
Permit No. WQ0029731
January 19, 2006
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
, 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 Richmond Hill
Condominiums, 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 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.

STATE OF NORTH CAROLINA 1 1�� �� 3
COUNTY OF E'lE�.�Gc.C-l..40 Permit No. A
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this Sfrti' day 1Der-e-MBee "TEI:4,5 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
ete46POrv1(Ai f OM 820P 1Z'fi‘S LGG , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in M6Ci L6-18UO2-G7 County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as C 1 GH,1'101JO IL/t LLS t 9, )OOW1 i' 1 U en 5 (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, andlor 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 8►Gf✓f�nor+P /-`/ILt,� CANDDININf swl PiDM1=0 4 45 Assam -hark) (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
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 andlor 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.
FORM: DEV 02/03 Page 1 of 2

I , 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 maintain ed 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, andlocal 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 System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shallprovide 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.
f3. Ira 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 he 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 avit.hout
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 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 is s) whr re the Declaaration 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 authoried
-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
/
r rrs
W. Klimek, I'.E., Director
•n of Water Quality
Name of DEVELOPER.
GmaisicRwree_ 100.a5AsTv P
Print Name and Title
(Date)
FORM: DEV 02/03
Page2of2

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
i
0
cc
0
LL
Z
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0
1b.
USE THE TAB KEY TO MOVE Fs ' Dfd FIELD TO FIELD!
Owner:
a. Clubdominium Properties, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
e and Title (Please review 15A NCAC 2H .0206(b
Signing Officia
Application Number:
(to be completed by DWQ
or authorized signing official
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County ( Private Partnership ❑ Corporation ❑ Other (specify):
ld. 4521 Sharon Road Suite 420
Mailing Address
North Carolina
State
1 h. [phone] 1 i. (704) 442
Telephone Facsimile
2. Project (Facility) Information:
1 2a. Richmond Hills Condominiums
▪ Brief Project Name (permit will refer to this name)
Contact Person:
Clifford N. Nelson, P.E. (Dewberry)
1e. Charlott
City
1g. 252.11
Zip Code
1j. [e-mail]
E-mai
2b. Mecklenbur• Count
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. [phone]
Phone Number
Project is ® New ❑ Modification (of an existing permi
3c. [e-mail]
E-mail
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i,e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to Item B(3))
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 ❑ Public Utility (Instruction III)
" ❑ Leasing units (lots, townhomes, etc. - skip to item B(3)) Homeowner Assoc./Developer (Instruction. IV)
^' Selling units (lots, townhomes, etc. - go to Item 8(2b))
LL
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2a. If private, applicant will be:
Charlotte — Mecklenburg Utility Department
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek Wastewater Treatment Facility 4b. NC0024970
Name of WWTF WWTF Permit No.
5a, Char-Meck Utility Department 5b. 8" ® Gravity 5c, 297-636
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
Permit Number of Downstream Sewer (if known)
• Residential Subdivision ❑ Car Wash
I*: Apartments/Condominiums ❑ Institution
❑ Mobile Home Park ❑ Hospital
0 School ❑ Church
Restaurant 0 Nursing Home
Office ❑ Other (specify):
100 % Domestic/Commercial
% Industrial
% Other (specify):
Volume of wastewater to be allocated for this particular project: 22,420 gallons per day
*Do not include previously permitted allocations (190 gal/day/multi-family unit x 118 units )
If the permitted flow is zero, indicate why:
0 Interceptor Line - 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
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8" Sanitary Sewer Lines
470.40 Linear Feet
Gravity
6" Sanitary Sewer Line
68.00 Linear Feet
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.10 Miles
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
i_plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
ei Yes 0 No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0 Yes 0 No
14 N/A
►2 Yes ■ No • N/A
►i Yes • No ■ N/A
14. Does this project involve aerial lines or siphons?
TheseJines_WI1_be consideredhiaftndoritv_and.must be_checked_once
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes:
•
eyeiv six.months
at minimum
than 10% flatter than
slopes? ►5
installed outside this tolerance should be
the minimum slope. Lines
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
0
„
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 on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) 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:
cn
z
t that this application for RICHMOND HILLS CONDOMINIUMS has been reviewed
by me nd is a urate nd com ete 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 Officia gnature
2. Professional Engineer's Certification:
I attest that this application for RICHMOND HILLS CONDOMINIUMS has been reviewed by me and is accurate, comp/et
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 Critena 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 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 143-21568, anyperson 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. Clifford N. Nelson, P.E.
Professional Engineer Name
2b, DEWBERRY
Engineering Firm
2c. 6135 tLakeview Road Suite 400
Mailing Address
2d. Charlotte
City
2e. NC 2f. 28269
State Zip
2g. 704-509-9918 2h. 704-509-9937 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature & Date
FTA 02/03 -Rc. 304/05

Permit Number WQ0029731
Central Files: APS SWP
01/19/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow •
22420
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Richmond Hills Condominiums Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Clubdominium Properties LLC Non -Government
Owner Affiliation
Christopher Borst, DEV VP of
4521 Sharon Rd
Charlotte
Dates/Events
NC 28211
Orig issue
App Received Draft Initiated
12/30/05
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional Information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

P: \5314790C
NORTH VIC NITY MAP
NOT TO SCALE
DRAWING CREATED 8Y INFQRMAT s N
FROM USES TOPOGRAPHIC MAP
WEDDINGTON QUADRANGLE
NORTH CARc'LINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
1988
DMA 4854 III SE SERIES V842
ewber
d ^r5 Planner. 51rrveyoer3
Lakeview I�.r� d, `w��tr:. 400
Cher ctt , NC 82G9-2 GO9
:704-509 9 .) i f Fax 70-4. 09
PROJ, O, PROJECT RCHMOND HH„IS
CON C)MINIMLlrv1S
SHEET NO,

ORTH
SITE LOCATION MAP
NOT TO SCALE
DRAWING CREATED 8Y INFORMATION
FROM USGS TOPQGPAP-1IC MAP
WEDDINGTON QUADRANGLE
NORTH CAROLINA
r MINUTE SERIES (TPOGRAPHIC )
1988
DMA 4854 III SE - SERIES V842
ewberr
F=r5 Flanrt-:Irb urveyQrs Y
vic ,,v Koz)e- , 5uote il00
NO 2,520;`,7)4r G0� s*ry
39 18 Fax : [phone]
DATE
12/13/
PROD. NO
531 47900
SITE LOCATION
PROJECT
RICHMOND HILLS
CCNDOMINIMUMS
SHEET NO.

P:153147900\CAPP\CiviI1NCDENR-Forms-bwgs1Base dwg.dwg
4,41,44
118.41110
PiGOO
Dewberr
Engineers Planners Surveyors
6 135 Lakeview Road, Suite 400
Charlotte. NC 25269-2609
704-509-99 15 Fax : [phone]
DATE
12/13/2005
TITLE
VICINITY MAP
PROJ. NO
53147900
PROJECT
RICHMOND HILLS
CONDOMINIUMS
SHEET NO.
1

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FFE: 580
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DEED: 10917--712
MAP: U/F 513-24
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED ROAD
UTILITIES TO BE ABANDONED
EXISTING PARKING AREA
TO BE TD7ARN4TED AS
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Engineers Planners Surveyors1r
G 135 Lakeview Road, Suite 400
Charlotte, NC 282G9-2G09
704-509-99 18 Fax : [phone]
ewberr
DATE
12 / 13 / 2005
TITLE
ENCROACHMENT MAP
SANITARY SEWER
PROJ. NO.
53147900
PROJECT
RICHMOND HILLS
CONDOMINIUMS
SHEET NO.
1

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DEED: 10917-712
MAP: U/F 513-24
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TO BE TERMINATED AS
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REMOVE
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Engineers Planners Surveyorsir
G 1 35 Lakeview Road, Suite 400
Charlotte, NC 25269-2609
704-509-99 I8 Fax : [phone]
ewberr
DATE
12 / 13 / 2005
TITLE
ENCROACHMENT MAP
WATER MAIN
PROJ. NO.
53147900
PROJECT
RICHMOND HILLS
CONDOMINIUMS
SHEET NO.
1

Page 1 of 1
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Address:
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Graham, Kenneth B.
4521 Sharon Road Suite 420
Charlotte NC 28211
4521 Sharon Road Suite 420
Charlotte NC 28211
4521 Sharon Road Suite 420
Charlotte NC 28211
4521 Sharon Road Suite 420
Charlotte NC 28211
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4239 1/19/2006

•
(CM
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
August 29, 2005
JEC I 0 2005
Mr. Chris Borst
Clubdominium, LLC
4521 Sharon Road
Suite 420
Charlotte, NC 28211
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE '
RICHMOND HILLS CONDOMINIUMS
TAX PARCEL #223-645-99
C-MU# 600-05-556
Dear Mr. Borst:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map. '
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the sewage flow of 22,420 gallons per day (118 residential units x 190 gpolunit;ti4=inch
pool connectin) from this project for transmission to the McAlpine Creek Wastewater Treatment Pia i .
NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-
00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions to preclude water or sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.emutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]