WQ0023636_Regional Office Historical File Pre 2018

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q/ so ldi
Michael F. Easley, GoYemor r �f f}
William G. Ross Jr., ecretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 9, 2006
Mr. Clay Grubb, President
Morrison Place LLC
1523 Elizabeth Ave
Suite 220
Charlotte, North Carolina 28204
Subject: Permit No. WQ0023636 Modification
Morrison Place
Morrison Place LLC
C-MU TRACKING#600-06-503
Mecklenburg County, North Carolina
Dear Mr. Grubb:
1n accordance with your application received on April 13, 2006, we are forwarding herewith
Permit No. WQ0023636, dated May 9, 2006 to Morrison Place 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issuance until rescinded, shall supersede original Permit No. WQ0023636 issued March 5, 2004, and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. This permit
increases the prior permitted 986 linear feet of 8-inch gravity sewer to 1,352 linear feet of 8-inch gravity
sewer and provides for the construction/operation of 225 linear feet of 6-inch gravity sewer. The flow is
also increased from 29,617 GPD to 93,504 GPD.
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: www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
One
Nor Carolina
/turrr!!j

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Page 2
May 9, 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 Morrison Place LLC for the construction and operation of approximately 1,362 linear feet of
8-inch gravity sewer and 225 linear feet of 6-inch gravity sewer as part of the Morrison Place project,
and the discharge of 93,504 gallons per day of collected domestic wastewater into the Charlotte -
Mecklenburg Utilities existing sewerage system, pursuant to the application received April 13, 2006,
and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte -
Mecklenburg Utilities WWTP (Sugar Creek NPDES No. NC0024937) prior to being discharged into the
receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
if you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WW P Permit No. NC0024937)
Jeffrey Smith, Bulla Smith Design Engineering
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 (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.
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 formai 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 9th day of May, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ee2_,-.,_
for Alan W. Klimek, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024937
3

r..
Fast Track Engineering Certification
Permit No. WQ0024937 Modification
May 9, 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
i, , 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 Morrison Place, 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
COUNTY OF MECKLENBURG Permit No. W40023636 I-4 6 D
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
gyp:
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Morrison Place, LLC , a corporation/general partnership registered/licensed to do business in the
State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
its day of
2006, by and between the North Carolina Environmental Management
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 Morrison (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the
Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-215.1 to
construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C or
47F of the North Carolina General Statutes.
5. - The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the Morrison Property Owners 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 Iands 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.
FORM: DEV 02/03 Page I of 2

4. ' The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated
in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of
the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection
and disposal system as a common element which will receive the highest priority for expenditures by the
Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintained out of the common expenses. In order to assure that there shall be funds readily available to repair,
maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the
Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such
fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly
budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and
maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the
Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town,
village, county, water and sewer authorities, or other unit of government shall hereinafter become available to
serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future
wastewater of the Development to be accepted and discharged into said governmental system, and shall convey
or transfer as much of the Disposal System and such necessary easements as the governmental unit may require
as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association
Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said
system and facilities to some person, corporation or other entity acceptable to and approved by the
COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 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 Morrison Place, LLC by Grubb Properties, Inc., Manager
MANAGEMENT COMMISSION
Alan W. Klimek, . ., Director
Division of Water Quality
Name of DEVELOPER
B
(Signature)
W. Clay Grubb, President
Print Name and Title
(Date) (Date)
FORM: DEV 02/03 Pane 2 of 2

Permit Number WQ0026
Central Files: APS SWP
05/09/06
Permit Tracking Slip
Program Category Status
Non -discharge In review
Project Type
Major modification
Permit Type Fast Trrack. Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee,browder
Permitted Flow
93504
Facility'
Facility Name
Morrison Place
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facilit r Contact Affiliation
Owner Name Owner Type
Morrison Place LLC Non -Government
Dates/Events
Orig Issue App Received Draft Initiated
03/05/04 05/09/06
Scheduled
Issuance
Owner Affiliation
W Grubb
1530 Elizabeth Ave
Charlotte
Public Notice Issue
NC 28204
Effective Expiration
Regulated Activities Requested/Received Events,
Apartment complex
Restaurant
Wastewater cc llecdi
Outfall NLIL
Additional information requested
Additional information received
Waterbody Name Stream index Number
Current Class Subbasin

=TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD1
Application Number: h q Jf
(to be completed by DWD) a_ U(4 36 FAO
}
A. APPLICATION.ANFORMATION
1. Owner:
la. Morrison Place LLC, by Grubb Properties Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
ib. W. Clay Grubb, President
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own
this system
Municipality
is:
Private
0 Other (specify):
• Individual ■ Federal •
■ State/County❑
Partnership ►� Corporation
Id. 1523 Elizabeth Ave, Suite 220
le. Charlotte
Street Address
City
1 f. NC
lg. 28204
State
Zip Code
lh. 704-405-5155
1i. 704-372-9882
11. [e-mail]
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
2a. Morrison
2b. Mecklenburg
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Ken Lawler
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-405-5155
3c. [e-mail]
Phone Number
E-mail
- B. PERMIT INFORMATION ` -
(of an existing permit) If Modification, Permit No.: WQ0023636
1. Project is ■ New ►mot Modification
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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 13(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
store, church, single office, etc.) or
etc. - skip to Item B(3))
etc. - go to Item B(2b))
2b. If sold, facilities
owned by a (must choose one)
(Instruction III)
Assoc./Developer (Instruction IV)
0 Public Utility
® Homeowner
■ Retaining Ownership (i.e.
• Leasing units (lots, townhomes,
►tee Selling units (lots, townhomes,
3. Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Sugar Creek WWTP
4b. NC 0024937
Name of WWTF
WWTF Permit No.
5a. Charlotte Mecklenburg Utilities
5b.
8"
5c. Unknown
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
16. The origin of this wastewater is (check all that apply):
100 % Domestic/Commercial
% Industrial
% Other (specify):
• Residential Subdivision
■ Car Wash
C4 Apartments/Condominiums
■ institution
■ Mobile Home Park
• Hospital
['School
el Restaurant
el Office
■ Church
❑ Nursing Home
El Other (specify):
7. Volume of wastewater to be permitted in this project: 93.504 gallons
per day
8. If the permitted flow is zero,
❑ Interceptor Line - Flow
❑ Flow has already been
■ Rehabilitation or replacement
indicate
will be permitted
allocated in
of existing
why:
in subsequent
Permit No.
permits that connect to this line
new flow expected
sewer with no
FTA 02/03 - Rev. 1 06/03

.TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT -INFORMATION' (CONTINUED)'
h
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(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 Mall Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
See attached permit modification letter for calculations.
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"
1,362.5
Gravity
6"
225
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.301
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
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 w/telemetry; 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:
SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
►n Yes ■ No If no, please
variance
SUBMIT TWO COPIES OF PLANS,
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan? Approved
Stormwater? Approved
• Yes ■ No ►:1 N/A
e Yes ❑ No ■ N/A
® Yes • No • N/A s
FTA 02/03 - Rev. 1 06/03

-`CRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM r CLASSIFICATION, ..
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
map for cross-reference)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
D: CERTIFICATIO[VS : .
1. Applicant's Certification:
1, W. Clay Grubb, attest that this application for Morrison Place Sewer Extension has been reviewed by me and is
accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
`�
la. ` vl, /�%• w�11� J f /�/ el
Signing Offidi�l Signature Date
2. Professional Engineer's Certification:
1 attest that this application for Morrison Place Sewer Extension has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that !
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 143-215.613, 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
toms
. IA CA 040
2b. Bulia Smith Design Engineering
•�° .. r`, /
Engineering Firm
' iwf. *. P.,,
it
2c. 1347 Harding Place, Suite 201
U
%
Address
f
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2d. Charlotte
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Seaf ?nature & Date
FTA 02/03 - Rev. 1 06/03

April 11, 2006
Mr. Rex Gleason
NC Department of Environment
and Natural Resources
Division of Water Quality
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: Morrison Place
Charlotte, NC
Permit No. WQ0023636
Subject: Fast Track Application for Gravity Sewers
Dear Rex:
The requested modification to the existing permit # WQ0023636
accounts for an additional sewage flow of 93,504 gallons per day. This
additional flow is based upon the projected build out condition of tracts
1 and 2 of the site. The breakdown is as follows:
Tract 1 — (Totals — 373 residential units —127,500 sf commercial use —
includes restaurants)
• Building A — 30,265 sf commercial use
• Building B—13,320 sf restaurant —11,500 sf commercial use —15
condominium units
• Building C — 7,500 sf commercial use — 6 condominium units
• Building D — 5,000 sf commercial use — 36 condominium units
• Building E — 5,450 sf restaurant —17,465 sf commercial use — 22
condominium units
• Building F — 37,000 sf commercial use --103 apartment units
• Building G — 191 apartment units
Tract 2 — 28 condominium units
E
BULLA SMITH
DESIGN ENGINEERING
QQ 704.333.3122
0 704.333.8252
www.buIlasmith.com
1347 Harding Place
Suite 201
Charlotte, NC 28204

Total (Tract 1-2)
Commercial: 108,730 sf
Restaurant: 18,770 sf
Residential: 401 units (107 condos and 294 apartments)
Flow Calculations:
Apartments: 294 units @ 135 gpd/unit = 39,690 gpd
Condominium: 107 units @ 190 gpd/unit = 20,330 gpd
Commercial: 108,730 sf @ 120 gpd11000 sf = 13,048 gpd
Restaurant: 18,770 sf @ 40 gpd/15 sf = 50,053 gpd
Total Flow = 123,121 gpd
Previously Permitted Flow = 29,617 gdp
Additional Flow Amount to be Permitted: 123,121 -- 29,617 =
93,504 gpd
Please note that the flow acceptance letter from Charlotte Mecklenburg
Utilities Department grants acceptance of an additional 123,774 gpd.
This 30,270 gpd flow above this permit request is for the anticipated
flow from future tract 3. Once tract 3 has been designed we will submit
another permit modification to address the additional 30,270 gpd flow.
Sinc- ely,
rey I. Smith, PE

(CM
CHARLOTTE.
CHARLOTTE.M EC KLENBURG
UTILITIES
January 19, 2006
Mr. Jeff Smith
Bulia Smith Design Engineering, P.A.
1347 Harding Place
Suite 201
Charlotte, NC 28204
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
MORRISON PLACE
C-MU# 600-06-503
Dear Mr. Smith:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte-
Medkienburg Utilities agrees to accept the gravity sewage flow of 123,774 gallons per day (293 apartment
units x 135 gpd/unit; 260 residential units x 190 gpolunit with 4-inch pool connection; 118,730 ft2
Commercial/Retail x 120 gpd/1,000 ft2; 18,770 ft2 restaurant x 40 gpd/15 ft2 minus 29,617 gallons per day
previously permitted under WQ 0023636) from this project for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works; which is contingent
upon final acceptance and issuance of a discharge permit from the appropriate local, State, or Federal
Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, dated January 2000, (WMSP # 00-00251 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a constant pressure or
quality of flow. This agreement is also contingent upon approval by the Division of Environment, Health,
and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis. If you have any questions, you may contact me at [phone].
Sincerel
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutllities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

April 11, 2006
Mr. Rex Gleason
NC Department of Environment
and Natural Resources
Division of Water Quality
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: Morrison Place
Charlotte, NC
Permit No. WQ0023636
Subject: Revised Fast Track Sewer Permit
Dear NCDENR:
APR 1
ATER QU L
The developer for the Morrison Place project has expanded the scope
of their project (originally permitted on March 5, 2004, Permit No.
WQ0023636) and we have revised the sewer permit application
accordingly. Enclosed for your review are two revised copies of the fast
track application (1 original and 1 copy), three copies of the operational
agreement (1 original and 2 copies), a USGS map, $400 processing
fee and the revised Flow Acceptance letter from Charlotte
Mecklenburg Utilities.
Please note that the attached flow acceptance letter from Charlotte
Mecklenburg Utilities grants acceptance of an additional 123,774 gpd.
This 30,270 gpd flow above this permit request is for the anticipated
flow from future tract 3. Once tract 3 has been designed we will submit
another permit modification to address the additional 30,270 gpd flow.
If you have any questions or if you need any additional information,
please do not hesitate to call.
Cc: David Powlen — Little
Ken. Lawler — Grubb Properties
BS
E
BULLA SMITH
DESIGN ENGINEERING
E
Ti
® 704.3333122
® 704.333,8252
www ,bullaasmith.corn
1347 Harding Place
Suite 201
Charlotte, NC 28204

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