WQ0032889_Regional Office Historical File Pre 2018

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April 1.5, 2008
Donald E. Phillips, Managing Partner
Mallard Creek Partners, LLC
PO Box 458
Tampa, FL 33601
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
Subject: Permit No. WQ0032889
Mallard Creek Apartments
Tax Parcel #029-031-17
CMU #600-06-579
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Phillips,
In accordance with your application received on March 31, 2008, we are forwarding herewith
Permit No. WQ0032889, dated April 15, 2008, to Mallard Creek Partners. 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.nemwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
No `Carolina
,Naturally

Mr. Phillips
Page 2
April 15, 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 2,020 linear feet of 8-inch gravity sewer
and the discharge of 44,280 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 (Mallard Creek NPDES No. NC0030210) prior to being discharged into
the receiving stream.
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 WWTP permitted limits.
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 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 Files
Barry Shearon, CMU
Theron Pickens, LandDesign
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.
1

PPr
4. Thispermit 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 fife
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 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 15th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032889
3

Fast Track Engineering Certification
Permit No. WQ0032889
April 15, 2008
Owner/WQCS PE WQCSIWWTP
Donald E. Phillips, Managing Member Theron Pickens Steve Miller
Mallard Creek Partners, LLC Land Design CMU
PO Box 458 223 N. Graham Street 5100 Brookshire Blvd.
Tampa, FL 33601 Charlotte, NC 28202 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 Mallard Creek Apartments, 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.
ccrr
Pe; r
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
COUNTY OF
This AGREEMENT
of
A
Permit No,
DEL;S PER'S OPERATIONAL. AGREEMENT
ade pursuant to G.S. 143-2
5,1 (di) and.
ntered into this
day
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
0,1 f ar Gl Creek /affn t - s , C.L , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
W ITNESSETH:
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 Mallard Creek Atartents (Willow Run at University Center_ (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 (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, theCOMMISSION and DEVELOPER do hereby rnutually 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 pennit 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.
FORM: DEV 02/03 Page i of 2

The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
4, The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5 The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
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 he 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
GEMENT COMMISSION
6-2
Coleen H. Sullins, Director
Division of Water Quality
Cr-c( k
Name of D V LOPER
By:
(Signature
Print Name and Title
LLC
FORM: DEV 02/03
Page 2 of 2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Mallard Creek Partners, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
Donald E. Phillips- Managing Partner
piication Number:
o be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County IM Private Partnership 0 Corporation 0 Other (spec
O 1d. PO Box 458
L. Mailing Address
Z 1f. Florida
Z State
O 1 h. 813-868-3100 1 i. 813-868-3102
Telephone Facsimile
2. Proiect (Facility) Information:
J 2a. Mallard Creek Apartments (Willow Run at University Center) 2b, Mecklenburg
or authorized signing officials!)
Tampa
City
g. 33601
Zip Code
CL Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Theron Pickens
1--
it
County Wher
Project is Located
Name and Affiliation of Somsone Who Can Answer Questions About this Application
3b. 704-376-7777
Phone Number
1. Project is ►t New 0 Modification (of an existing permit)
3c. Tpickens©LandDesign.com
E-mail
odification, Permit No.:
2. Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will be:
0 Retaining Ownership (Le. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
CMUD
Private
2(a))
2b. if scald, facilities owned by a (mu
0 Public Utility (instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Mallard Creek Wastewater Treatment Plant
Name of WWTF
5a. CMUD 5b. 8" r+i Gravity
Owner of Downstream Sewer ,Receiving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
h1 Apartments/Condominiums
0 Mobile Home Park
O School
0 Restaurant
0 Office
4b. NC0030210
WWTF Permit No.
CMUD JOB # 100-00-593
Permit # of Downstream S
O Retail (Stores, shopping centers)
O Institution
Ej Hospital
0 Church
0 Nursing Home
0 Other (specify):
n E)
% Domestic/Cornmercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 44,280 gallons per day
'Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in 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 (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07_ver2

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must besupported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8" DIP
1517
Gravity
8" PVC
503
Gravity
Q
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
ZPump
Station Location ID (self chosen - as shown on plans/map for reference)
Z
O
Design Flow
(MGD)
GPMonal OpPoint
GPM @TDH
Power Reliability Option
1 - permanent generator wWATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
V
Z
0
1-'
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
RMIT INFORMA
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on planslmap for reference)
a
03
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorw/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
,12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® 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
Mains (latest
applicable?
►�I Yes
sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
■ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12107 ver2

14. Have the 'following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No ►. N/A
® Yes ❑ No ❑ N/A
Yes ❑ No ❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial tines, siphons, or interference
manholes)? These tines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, 1) 5 f i , if , � , attest that this application for Cr«°. ft 41 , 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 cir l penalties up to $25, ©©0 per violation.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Eti.�.. j ciec.t , attest that this application for 4 frfJd 1 t 4 e f...,.6 has been
viewed by me and is accurate, complete and consistent with the information in the engineering fans, calculations, and
all other supporting documentation to the best of my knowledge, l further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria'
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that l have reviewed this material and have judged it to be consistent with the
proposed design. Note: in accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly!
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
4107 WO*,
1'a CAP
2a. Theron Pickens
Professional Engineer Name
2b. LandDesign
Engineering Firm
2c. 223 North Graham Street
Mailing Address
2d. Charlotte
City
2g. 704-376-7777 2h.
Telephone Facsimile
2e. NC 2f. 28202
State Zip
2i. [e-mail]
E-mail
FTA 12/t17_ver2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance fear Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
LandDesign,, Inc.
Project Nance for which flow is being requested:
More than one PJSE 1©/07 may be required for a single project
purup stations along the route rr alre* proposed wastewater flow.
lard Creek Apartment.
WWTp is not responsihleafirr all
1. Complete this section only if you are
a, WWTP Facility Name:
b. WWTP Facility Permit€: IstC0030210
the owner of the wastewater treatment plant.
Mallard Creek WWTP
c. 'WWTP facility's permitted flow
d. Estimated. obligated flow not yet tributary
e. WWTP facility's actual avg, flow
f. Total flow for this specific request
g. Total actual and obligated flows to the fac
h. Percent of permitted flow used
he WWTP
ow^s are in MGD
12.0
0.679
7.1
0.044
8.19
I, Complete this section for each pump station you are responsible for along the route of tli
proposed wastewater flow,
List pump stations located. between the pre
Pump Station Name
connection. point and the WWII'
Approx. Capacity, MGD .Approx. Current Avg..
(Firm/Design)
Daily Flow, MGD
, certify that, to the best of my knowledge, the addition of the
volume of w°as'tewa'ter to be permuted 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 hest available data. This certification applies to those items
listed above in Sections I and II for which l am the responsible party. Signature of this form .indicates
accepta ice of thi.. ti tewater flow.
,fj4:tiu
St 'rig Q
Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Mallard Creek Partners, LLC
Mallard Creek Apartments
Professional Engineer Name
Engineering Firm Name
D. Theron Pickens
LandDesign, Inc
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
Stream 1
Unnamed tributary to Mallard
Meck-
Yadkin
C
Creek
lenburg
' If unnamed, indicate "unnamed tributary to X', where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
Page 1 of 1

STREAM 1
PROPOSED
SEWER LINE
EXISTING
SEWER LINE
PROPERTY LINE
HARRISBURG, NC - MAP # 35080-C6-TF-424

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
February 25, 2008
Mr. D. Theron Pickens
LandDesign, Inc.
223 North Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
MALLARD CREEK APARTMENTS
TAX PARCEL #029-031-17
C-MU TRACKING # 600-06-579
Dear Mr, Pickens:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 44,280 gallons per day (328
apartment units x 135 gpd/unit; with 4-inch pool drain) from this project for transmission to the Mallard
Creek Wastewater Treatment Plant; NPDES permit number NC0039210, for treatment. This acceptance
of flow is based on the existing capacity of the designated publicly owned treatments works. Please see
attached basin map and flow tracking form,
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR, However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
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
Charlotte -Mecklenburg Utilities 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, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutillties.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Central Files: APS SWP
04/15/08
Permit Number WQ0032889
Permit Tracking Shp
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
44280
Facility
Version Permit Classification
1.00 Individual
—Facility Name Major/Minor Region
Mallard Creek Apartments (Willow Run at Minor Mooresville
University Center)
Location Address
Owner
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Mallard Creek Partners LLC Non -Government
Owner Affiliation
Donald Phillips
PO Box 458
Tampa
Dates/Events
FL 33601
Orig Issue App Received
04/15/08 03/31/08
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
04/15/08 04/15/08
Regulated Activities Re s uestedlReceived Events
Additional information received
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information requested
Waterbody Name
Stream Index Number Current Class Subbasin

North Carolina Secretary of State Page 1 of 2
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of I ATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name Name Type
NC PDR Properties, LLC Legal
NC Mallard Creek Partners, LLC Prev Legal
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0835900
Current -Active
3/22/2006
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Phillips, Donald E
124 Quade Drive
Cary NC 27513
124 Quade Drive
Cary NC 27513
142 W Platt Street
Tampa FL 33606
P 0 Box 458
Tampa FL 33601
http://www.secretary.state.nc. us/corporations/Corp. aspx?PitemId=79413 64
4/2/2008

LandDesign
urban design planning civil engineering branding landscape architecture
March 31, 2008
Town of Mooresville Engineering Department
DENR
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE: Mallard Creek Apartments (Willow Run)
LandDesign PN: 1006247
Dear Sir/Madam,
NC DENR MR0
DWQ-Surface Water Pro
Mallard Creek Partners, LLC, is in the process of developing and constructing an apartment
complex with twelve (12) buildings. There will be 328 units in total. It will be served by 503 LF of
8" PVC and 1517 LF of 8" DIP totaling 2020 LF. We are estimating 44,280 gallons per day of
gravity sewage. Attached is a letter from CMUD agreeing to accept our flow to the Mallard Creek
WWTP. Also attached are developer's agreement, FTSE-10/07 form, and a check for $480.
We are resubmitting with the most current forms. Previous comments from March 11, 2008 have
been addressed. Forms FTA 12/09 Ver. 2 and DEV 02/03 are the most current. In addition, Line
A(1)(b) matches Line C(1). We respectfully request your review and welcome any questions or
comments. Thank you for your assistance with this project. Please feel free to contact me
directly via telephone at 704,376.7777 or email at ccapelliniAlanddesign.com should you have
any questions and/or comments.
Respectfully Submitted,
Chris Capellini
LandDesign,
Enclosure
223 North Graham Street
Charlotte, NC 28202
V; 704,333.0325
F. -7(24.33'233246
wwwlandDesign.com
\1006247\Docs\Water & Sewer\Sewer Application\fast track app cover.doc
don
Washington DC
Charlotte NC
Pinchurst NC
Asheville: N44
Tampa FL
Nashville TN
Beijing 445)

Fast Track Engineering Certification
Permit No. WQ0032889
April 15, 2008
OwnerWQCS PE WQCSAWITP
Donald E. Phillips, Managing Member Theron Pickens Steve Miller''
Mallard Creek Partners, LLC LandDesign CMU
PO Box 458 223 N. Graham Street 5100 Brookshire Blvd.
Tampa, FL 33601 Charlotte, NC 28202 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
►�N Partial fl Final
, ,HEZLcuN ?ie.v,E NI , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( periodically, j] weekly, 0 full time) the construction of Mallard Creek Apartments, 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 2Tr 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.

Transmittal
ID: 00031
Date Sent: 6/28/2012
Project: 1006247 MALLARD CREEK CHURCH ROAD APARTMENTS
Number: 1006247
To:
From:
Subject:
Via:
Purpose:
Remarks:
cc:
Dee Browder
North Carolina Department of Environment & Natural Resources
610 East Center Ave, Suite 301
Mooresville, NC 28115
Rob Keidel
Mallard Creek Apartments Partial San
Second Day
For your approval
Dee,
a
Sewer Certification
Included is documentation to obtain a partial certification for sanitary sewer at
Mallard Creek Apartments. Please see the enclosed cover letter for more
information.
Thanks,
Rob Keidel

s'
LandDesign.,
urban design planning civil engineering branding landscape architecture
June 28, 2012
Ms. Dee Browder
NCDENR
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Wastewater Collection System Extension
Mallard Creek Apartments
Mecklenburg County
Permit Number: WQ0032889
C-MU Tracking #600-06-579
LandDesign PN: 1006247
Dear Dee,
On behalf of Phillips Mallard Creek, LLC we are providing herewith a set of as-builts and a partial
certification for the Wastewater Collection System to serve the Mallard Creek Apartments, located in
Mecklenburg County. The facilities are covered under Permit No. WQ0032889
This partial certification of the sanitary sewer system includes approximately 822 linear feet of 8" sanitary
sewer from EX MH-20 to MH-200, and serves the Clubhouse, Maintenance Building, and Buildings 1, 2, 3,
4, & 7.
Feel free to give me a call if you have any questions.
Respectfully Submitted
fititk
Robert Keidel, PE
Manager
LandDesign, inc.
Enclosures
223 North Graham Street
Charlotte, NC 28202
V: 704.333.0325
F: 704.332.3246
www.LandDesign.com
Washington DC
Charlotte NC
Pinehurst NC
Asheville NC
Tampa FL
NashviteTN
Beijing PRC