WQ0023073_Regional Office Historical File Pre 2018

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 16, 2003
Mr. David McDaniel, Managing Member
Apartments at Mallard Creek, LLC
100 Colonial Center Parkway, Suite 470
Lake Mary, Florida 32746
Subject: Permit No. WQ0023073
Apartments at Mallard Creek, LLC
Colonial Grand at Mallard Creek
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. McDaniel:
In accordance with your application received on September 16, 2003, we are forwarding
herewith Permit No. WQ0023073, dated September 16, 2003, to the Apartments at Mallard Creek, LLC
for the construction and operation of the subject wastewater collection system extension. This permit
shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore_ incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
Internet http:llh2o.enr.state.nc.usl
Telephone [phone] Fax [phone]
Telephone [phone]
s
NCDENR

Mr. David McDaniel
Page 2
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 the Apartments at Mallard Creek, LLC for the construction and operation of approximately
1,921 linear feet of 8-inch gravity sewer to serve 252 apartment units as part of the Colonial Grand at
Mallard Creek project, and the discharge of 47,880 gallons per day of collected domestic wastewater
into Charlotte Mecklenburg Utilities' Mallard Creek VVW1P (NPDES No. NC0030210) existing sewerage
system, pursuant to the application received September 16, 2003 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. -
This permit shall become voidable unless the agreement between the Apartments at Mallard
Creek, LLC and Charlotte Mecklenburg Utilities for collection and final treatment of wastewater is in full
force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this` matter, please contact Sonja Williams at (704)
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0030210)
Bryan Smith, Design Resource Group, PA
Water Quality Central Files
NDPU Files

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;•_thefollowing performance criteria shall.bemet`as'provided in ,15A NCAC 2H
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 prior to January 1, 2004 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 §143.215.1 C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5_ Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
pemiit; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the .entire project has been completed. A' copy of the__construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617_
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
=-' Failure-to'abide by the conditions -and limitations contained in tilts 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 underthe Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

PPIP7
11. Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence.. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 16t day of September, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023073

Fast Track Engineering Certification
Permit No. WQ0023073
September 16, 2003
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 Colonial Grand at
Mallard Creek, 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
919 N. MAIN STREET
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 Perrnittee to appropriate
enforcement actions.

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
i USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI j. Application Number:
1 (to be completed by DWQ) W64;023 3
-, . Owner.
i1a. L•l�.C. ai �
s -J C a-k_
``¢ Full Legal Nam (company, municipality, HOA, utility, etc.)
IA
's1 b. L .�,t e u� d � ��l e bof^ PAd 1 O f 4 DA►N/ EL
Signing Official Name and Title (Please review 15A NCAC 2 .0205(b) for authorized signing officials!)
1c. The
D
legal entity who will own this system is:
Partnership_ Corporation ❑ Other (specify):
Individual ❑ Federal • Municipality ■ State/County ■ Private
OI1 d. lm a I Crsr sue► �i stSi.;-i.. 4- b 11 e. L -' 1
} Street Address City J
—1 f. Ft r t 1 g. : 14(P
Zip Code
Z'_l State
1h. 1.
i..Ww -cOroc, 11i. e401-35S- 7$1:1 .
_ Telephone I Facsimile E-mail
(,) i2. Project (Facility) information:
l 1' tt
2a. r;lemstA [ Gr1 Matt✓ 1 Cra;- - 2b. �tr �¢Jty74.ir
Brief Project Name (permit will refer to this name) County Where Project is Located
Contact Person:
.3a. T�T4 V 4W, CiU; I
c.teina_.tr`
Name and Affiliation of Sombone Who Can Artsrwer Questions About this Application
'3b. 704 — ?AA, -0/ e: 3c. 4-t t->..5 t.,t1,. -
Phone
Number
, to p
E-mail
1. Project
y,
an existing permit) If Modification, Permit No.:
isNew ■ Modification (of
. Owner
is ■ Public (skip to Item B(3))
%Private (go to Item 2(a))
i. _12a. If
i
private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling (lots, townhomes, etc. to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
E Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction 1V)
3. C
t�-�units
��-��g��o��
koO+`Ca- - L e-ekto_vk en. r t l: {j'tr S
of Wastewater Treatment F iiity (WWTF) Treating Wastewater From This Project
}" ' ,1 Owner
d .: ', a. ) c lima` c3 Gnea << �,.T - FL 4- kb. 1.d G oo'so Z l b . _1
h Name of WWTF I WWTF Permit No.
y5a. o-gm��..��+r41+1*kgb• f�l� c.
- ' 'j Owner
of Downstream Sewer Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
7 '6. The origin of this wastewater is (check all that apply):
%
�oo DomesticlCommercia!
;� . •
Residential Subdivision
■ Car Wash
W 11 Apartments/Condominiums
0 Mobile Home Park
❑ School
❑ Institution
❑ Hospital
% Industrial
%Other (specify):
■ Church
';f •
Restaurant
• Nursing Horne
' IIIOffice
■ Other (specify):
`I
7. Volume
of wastewater to be permitted in this project:project:t;TAbgallons
per day
. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
PTA 02/03

PAST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
-:.: 1 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
',j .0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
vj' ZSZ uNfrS x } qa 5= 47, Sic G�
On:4
, iF
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Gravity or Force Main
Size (inches) Length (feet) (pull down menu)
'----_ —of
i Z ( Gravity
_._ - -- ------ -�
__-- -- - - -19
Gravity
Q i Gravity
, 'q 1 Gravity
`Z Gravity
€ Gravity
C) i 1 Gravity
- .
.. ENTER TOTAL LINE LENGTH IN MILES; d. % >m 1
1- 111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
l Power Reliability Option
a Location ID Design Flow Operational Point (dual line feed, permanent generator w1ATS,
_.0 Lies shown on plans) ; (MGD) GPM @ TDH portable generator wltelemetry, wet well storage)
Z`
#E ^I
fx
gip'
_ 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track•Permitting of Pump Stations and Force
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Rins
Yes • No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
"
- 1SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
f
_
Wetland/Stream Crossings - Genera( Permit or 401 Certification? 0,Yes ■ No ■ N/A
Sedimentation and Erosion Control Plan? ' Yes • No • N/A
Stormwater? 'Yes 0 No ❑ N/A
r •
FTA 02/03

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
tea
1. Llse the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as1
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:
El 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
d 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.
u i Location ID Name of E Waterbody Stream Waterbody
Q - _on Map --- Waterbody County River Basin Index Classification
V . `I r l 5 N e .J. Ga rke- Liaa.C, .__
1
Submit the 8.5" x 11" topographic map as required in Instruction V1 regardless of whether a classification is provided!
1. Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
Genera! 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.
1a.
Signing Official Signature
2. Professional Engineer's Certification:
Date
I attest that this application for has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in 's
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 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: in
•11I - ? accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
0 . I representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to i
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Professional Engineer Name
':2b. 121 5/G ice' E5ozQcF Guar; PA
€.. Engineering Firm
----
i2c. 123o Lam• Cba > . -0 &T. Surr>; 2z-t
Address
City
2e- /.1 . a 22208
State I Zip
• ?g- ` 04 -3 -- 2h. 7 3gv-'3t3 2i. Telephone Facsimile j E-mail
Seal, Signature & Date
FTA 02/03

09/16/03
Permit Number WQ0023073
Permit Tracking Stip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
47880
Facility
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Colonial Grand at Mallard Creek
Location Address
Owner
Malor!Mlnor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Apartments at Mallard Creek, LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
David McDaniel
100 Colonial Center Parkw
Lake Mary FL 32746
Scheduled
Orip Issue App Received Draft Initiated Issuance
09/16/03
Regulated Activities
Public Notice issue Effective
g116%o3
Requested/Received Events
Apartment complex
Condominium
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class subbasin

1w::: : 110 PA f ;d0 11161 01.1MbNfi Nab A e6r- ht Oktil jUNbo ULtilAVita t bgli N 0Alsk ANOEWAAtkINIA1110iN
Apartments @ Ivlallard Creek, LLC (AMCL)
c/o ContraVest, Inc.
lot) Colonial Center Parkway
Suite 470
Lake Mary. FL 32746
4117-333-00GG
PAY ** Four Hundred And No/100 Dollars **
To
Tilu
oauriz
OF
NCDENR
AinSoutlt flank
August 11, 2003
2037
• G1-1
620
****1•***400.00
Apartments © Mallard Creek, LLC (AMCL)
II°❑❑ 20 3 711° r:❑ 6 2❑000 L 9': 00388 tt 5 t1 5 VI'

September 15, 2003
Ms, Dee Browder
North Carolina Department of Environment and Natural ReSources
Division °Mater Quality
919 INMain St,
Mooresvillc„ NC 281 15
Reference: Colonial ( at Mallard Creek C':ity of (7,harlotte
Dear Ms, Browder,
Enclosed please find the 'Following information for your review:
• One original and one copy of the application form
• The S400.00 application fee
• Two flow acceptance let crs iroiu ( haiiottc-\1eek1cnbui g Utilitics
• USGS map
• Stream Classification — Section C
Should you have any questions, pleasecall our oflice.
Sincerely,
Pati 'k D„ \Vn
1230 Wes Z Morehead Street, SWte 214
Charlotte, NC 28208
704,343,0608 tax 704,358,3093
.www,Orgrp,corn
SEP 1 6 2003
NC DEFr OF E
AND NATU
•ESV

tntity lvames
nup:1/www.secfe ary.state.nc.usJcorporauunsrSUSKu/Limp. abp r-1 w_7 uo,
NC
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
RO Box 29622 Raleigh, NC 27626-0622 [phone]
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Apartments at Mallard Creek,
LLC
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0670322
Current -Active
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225 Hillsborough Street
Raleigh NC 27603
100 Colonial Center Parkway, Suite
Lake Mary FL 32746
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1 of 1
9/16/2003 12:54 PM

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
September 9, 2003
Mr. Patrick Watkins
Design Resource Group
1230 West Morehead Street
Suite 214
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
COLONIAL GRAND AT MALLARD CREEK
TAX PARCEL# 027-261-37, 027-261-38, 027-261-39, 027-261-41,
027-261-42, 027-261-43, & 027-261-44
Dear;'/Ir. Watkins:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 47,880 gallons per day (252 units x 190 gpd/unit plus pool with 4-inch
sewer lateral) from this project for transmission to the Mallard Creek Wastewater Treatment Plant;
NPDES permit number NC0030210, 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. Connection to the C-MU system is accepted on a first come, first served basis, as capacity
for future projects cannot be guaranteed.
Upon completion and acceptance of all necessary water mains, 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,
(WSMP # 00-00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR.
However, C-MU cannot guarantee a constant pressure or quality of flow. This agreement is also
contingent upon approval by the Division of Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved.
If you have any questions, you may contact me at [phone].
Sincerely,
ate.
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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Legend
Old Vermilion Area
Old Dowd Road Area
Plott Road Area
Vernon Drive/Andover Road Area
Lansbury Court Area
Streams
Roadway Type:
- Interstate Highway
- Major Throughfare
Streets
WWTP
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1230 West Morehead Street,
Charlotte NC 2
704 343 0608 • fax [phone]
www t'rttrpp.corn
February 7, 2006
Ms. Dee Browder
North Carolina Department of Environment and N ural Resources
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 2S 11 5
Ref
Colonial Grand at Mallard Creek
Permit No. v'Q002:3C)7,
Dear Ms. Br( der:
Enclosed you will find the certification and the as-builts of t11c: sanitary sewer.
Should you have any questions, do not hesitate to contact our office,
Sincerely,
Bryan . Sm
Cc: Mr. Bruce Halverson,

Fast Track Engineering Certification
Permit No. WQ0023073
September 16, 2003
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 Zfrinal
I, Ffb-fAi) �• 1n44, , a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of the Colonial Grand at
Mallard Creek, 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 Minimuni'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;veo
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SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
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.