WQ0033368_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Scctet °
North Caruin l' eFaaxtrnent rrt r nvironmenl and Natural Resources
Coleco FI Sullins, Director
an of Water Quality
September 9, 2008
Mr. Timothy P, Crawford, Manager
South End Silos, LLC
2010 South Tryon Street
Charlotte, NC 28203
Subject. Permit No. WQ0033368
The Silos at South End
Tax Parcel #147-017-23-39
C-MU Tracking # 600-08-509
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Crawford,
In accordance with your application received on August 19, 2008, we are forwarding herewith
Permit No. WQ0033368, dated September 9, 2008, to South End Silos, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 Regiona610 East Center Ave. Suite 3(l vfo rr svalle,
Internet: www.ncrnwaterquatity,org (:"ustornerService, I-877_623-6748
An Equal ©pponunity7Affirmalive Action Employer - 50% Recycled/10",/ Post Consumer Paper
'04) 663.16Q FAX' (7Cl+tj 663-6040
NotkhC`arolina
f/r1/

Mr. Crawford
Page 2
September 9, 2008
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 168 linear feet of 8-inch gravity, 315 linear
feet of 6-inch gravity, and the discharge of 29662 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 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.
Assessing subsequent impacts to the downstream collection system and treatment facility 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 WVVTP permitted limits and 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 contact Dee Browder at (704)
663-1699.
rely,
•
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Jeffrey Smith, Bulla Smith Design Engineering
Surface Water Protection Central Files
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 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.

r4. 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 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 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 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.
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 shalt 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 9th day of September, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033368
3

Fast Track Engineering Certification
Permit No. WQ0033368
September 9, 2008
wnerIWQCS
Timothy P. Crawford, Manager
South End Silos, LLC
2010 South Tryon Street
Charlotte, NC 28203
PE
Jeffrey Smith
Bulla Smith Design Engineering
1347 Harding Place, STE 201
Charlotte, NC 28204
WQCSIW Wf P
Steven Miller
Charlotte Mecklenburg Utilities
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 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 Silos at South End, 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 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 ail 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.

pi
OP NORTH CAROLINA
TY OF MECKLENBURG Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
is G' : EMENT ade pursuant to G.S. 143-215.1 (dl) andentered into this 1 day of
2008, by and between the North Carolina Environmental Management
Commissio , an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
South End Silos, 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 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 Silos At South End (hereinafter the DeveIopment).
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 Iands.
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 The Silos Owner's Association Inc. (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.
t; nn i TlrI 7 !1'1 !!1?
T],., 1 .,rrl

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and.
Irr
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 '• eclaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
ex f nditures 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.
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.
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
MANAGEMENT COMMISSION
South End Silos, LLC
Narne of EV.ELOFER
(Signa
Timothy . Crawford, Met ber
Print Name and Title
(Date

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: p
(to be completed by DWQ) Q �3�3 aj tee
1. Owner/Permittee:
la. South End Silos, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z lb. Timothy P. Crawford, Manager
Signing Official Name and Title (Please review 15A NCAC
H
5 1 c. The legal entity who will own this system is:
De ❑ Individual ❑ Federal ❑ Municipality ElState/County
0 id. 2010 South Tryon Street
2T
■
.0106 (b) for authorized
Private Partnership
le. Charlotte
CO_
signing officials!)
Corporation
■_
Other (specify):
LL Mailing Address City
Z 1 f. NC lg. 28203
Z State Zip Code
0 lh. 704-375-7485 1i. 704-332-7985 lj. [e-mail]
QTelephone Facsimile E-mail
V 2. Project (Facility) Information:
J 2a. The Silos at South End 2b. Mecklenburg
d Brief Project Name (permit will refer to this name) County Where Project is Located
C` 3. Contact Person:
3a. Daniel L. Wendover, VP Design and Development - Citiline Resortline Companies
azi
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-375-7485 3c. [e-mail]
Phone Number E-mail
1. Project is
►4
New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is
•
Public (skip to Item B(3))
►i Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑
•
►l
Retaining Ownership (Le. 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))
•
Ili
Public Utility (instruction C)
Homeowner Assoc./Developer (Instruction D)
3. Charlotte Mecklenburg Utilities
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Sugar Creek WWTP 4b. NC 0024937
TF WTF Permit No.
Q Name of WWW
E 5a. Charlotte Mecklenburg Utilities15b. 8" !ri Gravity
bc. Unknown
W Owner of Downstream Sewer
0 6. The origin of this wastewater is
LL
ElResidential Subdivision
Receiving
(check
Sewer Size • Force Main
all that apply):
I Permit # of
Downstream Sewer (Instruction E)
100 % Domestic/Commercial
i,
►1
Apartments/Condominiums
ElRetail (Stores, shopping centers)
❑ Institution
% Industrial (attach
2
W■
0.
■
El
/�/
Mobile Home Park
School
Restaurant
Office
0 Hospital
❑ Church
• Nursing Home
• Other (specify):
description.)
(RO: contact your Regional Office
Pretreatment staff
CO
% Other (specify):
7.
Volume
of wastewater to be allocated
or permitted for this particular project: 29,662
gallons per day
8.
*Do
If the
•
•
not include future flows or previously permitted allocations
permitted flow is zero, indicate why:
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)

Z
0
H
5
0
LL
Z
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).
110 condominium units x 19ogpolunit = 20,900 gallons per day
73,016 sf office/retail x 120 gpd/1000 sf = 8,762 gallons per day
Total Flow = 29,662 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) '
Length (feet) New Gravity or Additional
Force Main
- 8'� 166.50 _ - - Gravity - -
315.50 -- - - Gravity
b' _ _ _ _ _ ^ Gravity
o (. I
- - q\o u-
- iilfi'Ai,
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
6"
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w!ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No if Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
.13. Does the sewer system comply with the Minimum Resign 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 ❑ 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

14. 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? ❑ Yes
Sedimentation and Erosion Control Plan? Approved ® Yes
Stormwater? Approved ® Yes
❑ No
❑ No
❑ No
❑ N/A
❑ NIA
❑ 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: Eland provide details
1.
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Timothy P. Crawford , attest that this application for The Silos At South End has
been reviewed by me and is accurate and complete to the best of my knowledge. l 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 w . knowingly makes any false statement, representation, or
certification in any application shall be guilty of a CI. 2 misdemeanor, which may include a fine not to exceed $10,000
as well a 'WI penalties up to $25,000 per violation.
Signing 0
ENGINEERING DESI " DOCUMENTS MUST BE COMPLE D PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
cn TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Jeffrey 1. Smith , attest that this application for The Silos At South End has
LL 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
LLI 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
V under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: in accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Jeffrey I. Smith
Professional Engineer Name
2b. Sulfa Smith Design Engineering
Engineering Firm
2c. 1347 Harding Place Suite 201
Mailing Address
2d. Charlotte
City
2g. 704-333-3122 2h. 704-333-8252
2e. NC 2f. 28204
State Zip
2i. [e-mail]
Telephone Facsimile E-mail
fta
ea
m
®
d'a -
4v
NC PE Seal, Signature & Date

North Carolina Secretary of State Page 1 of 1
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North Carolina
Elaine F Marshall DE
RARTM ENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 8/21/2008
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Corporation Names
Name
NC South End Silos, LLC
Name Type
Legal
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0825082
Current -Active
1/27/2006
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Crawford, Timothy P
2010 S. Tryon Street Suite ID
Charlotte NC 28203
2010 S. Tryon Street Suite 1D
Charlotte NC 28203
2010 S. Tryon Street Suite 1D
Charlotte NC 28203
2010 S. Tryon Street Suite 1D
Charlotte NC 28203
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId-7908589 8/21/2008

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: Bully Smith Design Engineering, PA
Project Name for which flow is being requested: The Silos at South End
More than one FTSE-10/07 may he required for a single project ii"the owner offthe WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit
NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the 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.
All flows are in MGD
99.0
14.36
66.8
0.0296
81.2
82.0%
II. 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
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
111, Certification Statement:
I, , 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 Iam the responsible party. Signature of this form indicates
accep nce of this w tewater flow.
Signing Official Signature Date

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
August 6, 2008
Mr. Steven Doe
Bulla Smith Design Engineering, P.A.
1347 Harding Place
Suite 201
Charlotte, NC 28204
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE SILOS AT SOUTH END
TAX PARCEL# 147-017-23, -39
C-MU TRACKING# 600-08-509
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 29,662 gallons per day (110
residential units x 190 gpd/unit, with 4-inch pool connection; 73,016 ft2 office/retail x 120 gpd/1,000 ft2)
from this project for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES permit number
NC0024945, for treatment. This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works. Please see attached basin map.
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 CMU 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 appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, please do not hesitate to contact me at
[phone].
Sincerely,
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]

August 15, 2008
NC Department of Environment
and Natural Resources
Division of Water Quality
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: The Silos at South End
Charlotte, NC
Subject: Fast Track Sewer Permit
TRANSMITTAL
Copies
2
1
1
Description
Fast Track Application (1 origina
8-1/2 x 11 USGS Map
$480 Processing Fee
Charlotte -Mecklenburg Utilities Flow Acceptance Letter
with Flow Tracking Form FTSE 10/07
Developer Operational Agreements (1 original, 2 copies
Copy of Fast Track Application Return Letter
Steven H.©e, PE
Cc: Mr. Dan Wendover — Citiline Resortline
BS E
BULLA SMITH
DESIGN ENGINEERING
NC DE R MR0
ce Water
rotes on
�Tl 704.3 33.3 122
® 704.333.8252
www.hu1lasrnithtom
1347 Harding Place
Suite 201
Charlotte, NC 28204.

Sett ' F . 5 /tos,1 t c
aor u 5� �{
Sul 4e1
C ks tbi tqc a&c)os
Dear Mr./I@te1La.t$ rC1;
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Allsf I , 2008
Subject: Fast Track Application Return
Project Names :ihL /b t @ & EKA,
1 County, North Carolina
The Division of Water Quality, Mooresville Regional Office received your Fast Track sewer
application on 11 31 bk.. During an initial review of your application, your application was determined to
be incomplete. There ore, your application is being returned. (Please include a copy of this letter with
your resubrnittal). For a listing of the correct forms and instructions please visit:
http ://h2o. enr.state.nc.us/peres/Co IlectionSystems/CollectionSystemApp lications.html.
Please complete/correct the following deficiencies:
Application submitted on wrong or outdated forms. Form(s): / /7 )%{r. —
Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 10/07).
Application did not contain the Developer's/Homeowner's Operational Agreement.
Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (Iine A. lb) was not signed by an authorized representative in accordance with 15A
NCAC 2T .0106(b). (see hrtp://h2o.enr.state.nc.us/admin/rules/codes statutes.htrn)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
V f
Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RO File
S:lshelldoeWFast Track Retum 3_08
610 East Center Ave. Suite 300 Mooresville, NC 28115 704-663-1699 (Telephone)

Central Files: APS SWP
09/08/08
Permit Number WQ0033368
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
29662.
Facility
.,.Facility Name
The Silos at South End
Location Address
Owner
Owner Name
South End Silos LLC
Dates/Events
Status
In review
Version
A
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
MajorlMinor
Minor
Region ....-
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Timothy
2010 S Tryon St
Charlotte
Crawford
NC 28203
Orig Issue App Received
09/09/08 08/19/08
Regulated Activities
Draft Initiated
Scheduled
Issuance
Public Notice Issue
09/09/08
Effective
09/09/08
Requested/Received Events
Expiration
Apartment complex
Condominium
Office
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin