WQ0024797_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 21, 2005
Mr. Martin Fridy, Asset Manager
RIF 402, LLC •
220 North Main Street, Suite 200-A
Greenville, South Carolina 29601
Subject: Permit No. WQ0024797
RIF 402, LLC
The Shops at Cedar Ridge
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Fridy:
In accordance with your application received on January 13, 2005, we are forwarding herewith
Permit No. WQ0024797, dated January 21, 2005, to RIF 402, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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'�p"rovided=tiyaa North _Carolina-Iicensed, Professional Engineer -in •the application:�lt stiali° be'_ _i ; a
the Permitiee'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.staie.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
No `Carolina
,Naturally

Mr. Martin Fridy
Page 2
January 21, 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 RIF 402, LLC for the construction and operation of approximately 346 linear feet of 8-inch
gravity sewer to serve 24,320 square feet of retail space and 7,114 square feet of restaurant space as
part of The Shops at Cedar Ridge project, and the discharge of 21,889 gallons per day of collected
domestic wastewater into the Charlotte Mecklenburg Utilities' existing sewerage system, pursuant to
the application received January 13, 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 Fore Mains adapted
- 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 McAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between RIF 402, LLC and Charlotte
Mecklenburg Utilities for the collection and final treatment of wastewater is in full force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
• North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition,' conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding. -
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Water Quality Section (VVVVTF Permit No. NC0024970)
Wesley Sherrill, Site Solutions
Water Quality 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 (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 prionty sewer lies shall be.inspected�at least once per every, six-month period.of.time_
i _T . i ^ ..5 - -y Y '�' r :rh- -
f:A gerie�al obseivatiori of tEie entire sewersystem'sha11'be conducted of lea'st.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.
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.
Noncompliance Notification
-`k F'- .[""`:i,"'�`-s.,•�''�x, 7,`.",P' _:s" ,a" c LS•y*�- :J ,a•. Fi` 5.'.::=7, t f.� \3:.0 '"y•
•, - . -- i _ q. -__ - - — 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 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 21st day of January, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P:E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024797
3

Fast Track Engineering Certification
Permit No. WQ0024797
January 21, 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 anv 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 Shops at Cedar
Ridge, 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
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
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.

NORTH CAROLINA
OUNTY OF Mecklenburg Permit No. WI Z 419 -1
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 28th day of
December 2004 , by and between the North Carolina Environmental Management Commission, an
agency of the State of North Carolina, hereinafter known as the COMMISSION; and
RIF 402, LLC , 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 Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as The Shops at Cedar Ridge (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 beformed or will cause to be formed at the time of filin of the
� 6G /A-KA T t a O F i�-�5 1 G� t v Gv 4fEN4q. i733 4 60-5 e E r5
Declaration, the (Enter Proposed Unit Owners' Association) (7 a- sFt'P5 CC hr, 66- (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 and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
r?, TPA. Try 7 (V 1 ,.r 1

EVE:LC)PER 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.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the com.rnon expenses. In order to assure that there shall he 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 he 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 ti,rne.
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.
S. Recognizing that: it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
Ith A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan W. Klimek, I.E., Direct°
Division of Water Quality
(Date)
R IF 402, LLC.
Name of DEVEL,,OPER
Martin Frid•Asset Mangaer
Print Name and Title
(Date
l28/04
r7rNr111 R, m r-

rz
0
fib, 704.521-9880
Phone Number
Project is New 0 Modification of an exist
°K APPLICATION for GRA`F IT1r' SEWERS, PI i"v`fP STATIONS, ANI) FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner: RIF 402,LLC
RIF 402x _LLC
�
.�.
Full L�.egal Name (company, municipality. HOA, u
b, Martin F tidy Asset Manor_
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Application Number:
(to be completed by DWO) jiAj
c. The legal entity who will own this system is: Limited Liability Company
0 Individual Federal Q Municipality © State/County © Private Partnership 0 Corporation
1 d, 220 North Main Street, Ste 200-A
Street Address
SC
State
1 h. 864-271-4700 .1 i. 864-2 7 1-0388
Telephone Facsimile
2. Project (Facility) info rrrtaflctn:
2a„ The Shams at Cedar Ridge
Brief Project Name (permit will refer to this name)
Contact Person: Martin Fridy
Wesley Sherrills project civil engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
wesIty sitesolutionspa.com
E-mail
Greenville
City...��..._�_._.,
29601
Zip Code
mfri y reallicorp.com
E-mail
2b, Mecklenburg_
County Where Project is Located
If Modification, Permit No,:
PAGE 3
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 0 Public (skip to Item B(3))
a. If private, applicant will be:
0 Retraining 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))
Cha ecnburg Utn it a .. .._..
r catty kle
Owner of Wastewater Treatment Fa
McAlpine Crek WWTP
Name of WWTF w M
Charlotte Mecklenburg Util
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
O Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
Q School
Restaurant
0 Office
Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose oro)
© Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction tV
TF) Treating Wastewater From This. Project
�w..__.4b. Q24ct1Q
WW IF Permit No,
Permit Number of Down
0 Car Wash
0 Institution
0 Hospital
0 Church
O Nursing Home
Other (specify): Retail
Volume of wastewater t© be permitted in th s project; 2 gallons per day
100 %%% Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
o Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
- Rest

RACK APPLICATION for GR.AVIT
RS, PUMP STATIONS, AND FORMAINS PAGE 4
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(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
2 .. 4 0 sf of retail space x 12ogpd per 1000 sf= gpd
sf of dining area x 40 gpd per 16 sf - f " gpd (or)
T©l�l w
mary of Sewer Lines to be Permitted (attach additiona
Size (inches)
8
Z
0
0
if necessary)
Length (feet)
346
ENTER TOTAL LINE LENGTH IN MILES 0,07
0
LL
z
Gravity or Force Main
(use the pull down menu)
Gravity
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Retrability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed;, 2- permanent generator MATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes 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
13, Have the following permits/certifications been submitted for approval?
WetlandiStream Crossings - General Permit or 401 Certification? © Yes E] No NIA
Sedimentation and Erosion Control. Plan? Yes LI No I N/A
Stormwater? Yes © No © N/A
FTA 02/03 m Rev. 2 04/04

0
V
i.CK APPLICATION f ir^ GRA IT i' .: 'aka"ER;S, IONS, AND FORCE M INS PA►GI 5
1. Use the Division's guidance document entitled, 4DETERMINING 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) ©,R indicate the followings
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody, AND,
tl 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
elf chosen - as shown on
map for cross-referance)
SE
Name of
Waterbody
Submit the
PUMP STAT
Waterbody Stream Waterbody
County River Basin Index Classification
" x 11" COLOR topographic map as required in In
regardless of whether a classification is provided!
uction VI
I, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
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 143-215.68, 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 $1 t3 000
ell as civjl per aj1$ up toi', 000 per violation,
Signing ©cial Signa
Professional Engineer's Certification:
I attest that this application for Wesley Sherrill 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 f have reviewed this material and have judged rt 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 violation,
2a, Wesley Sherrill
Professional Engineer Name
2h, Site Solutions
Engineering Firm
2c. 320 West Morehead Street
Address
2d, Charlotte
City
2g, 704-521-9880
Telephone
2e, NC 2f, 28208
State Zip
2h, 704-521.8955 a wesley+€7sitesolutionspa,com
Facsimile
Email
Seal, Signature Date
FTA
3 - Rev.2 (:

01/21/05
Permit Number WQ0024797
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions '
Primary Reviewer
sonja.basinger
Permitted Flow
21889
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
The Shops at Cedar Ridge
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
RIF 402, LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Martin
220 N Main St
Greenville
Fridy, Asset Manager
SC 29601
scheduled
orig Issue App Received Draft Initiated Issuance
01/13/05
Regulated Activities
Public Notice Issue Effective
Commercial or industrial, other
Restaurant
Wastewater collection
Outfall NULL
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North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 1/21/2005
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Corporation Names
Name Name Type
NC RIF 402, LLC Legal
Limited Liability Company Information
SOSID:
FID:
Status:
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0732365
Current -Active
6/29/2004
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Baumgartner, Doug
14120 Ballantyne Corporate Place, Suite
160
Charlotte NC 28277-2714
14120 Ballantyne Corporate Place, Suite
160
Charlotte NC 28277-2714
220 N. Main Street, Suite 200A
Greenville SC 29601
220 N. Main Street, Suite 200A
Greenville SC 29601
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http://www.secretary:state.nc.us/Corporations/Corp.aspx?PItemId=64883 59 1/21/2005

•
(CM
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
January 6, 2005
Mr. Wesley Sherrill
Site Solutions
2320 W Morehead Street
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
THE SHOPS AT CEDAR RIDGE
TAX PARCEL# 201-371-34
C-MU PROJECT# 600-05-501
Dear Mr. Sherrill:
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 S5O concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 21,889 gallons per day (24,320 ft2 retail x 120 gpd11,000 ft2
7,114 ft2 dining area x 40 gpol15 ft2 dining area) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works; which is contingent
upon final acceptance and issuance of a discharge permit from the appropriate local, State, or Federal
Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-
00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions 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.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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