WQ0007449_Regional Office Historical File Pre 2018 (2)

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 11, 2006
Mr. William Lisk, Vice President of Real Estate Operation
South Central Oil Co., Inc.
2121 West Main Street
Albemarle, NC 28001
Subject: Permit No. WQ0007449 Modification
Mallard Crossing
South Central Oil Co., Inc.
C-MU TRACKING #600-05-581
Mecklenburg County, North Carolina
Dear Mr. Lisk:
In accordance with your application received on December 15, 2005, we are forwarding
herewith Permit No. WQ0007449, dated January 11, 2006, to South Central Oil Co., Inc. 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effective from the date of issuance until rescinded, shall void Permit No. WQ0007449 issued March 16,
1993, 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. The modification
includes the replacement of the 1.5-inch force main with a 2.5-inch force main and the addition of 3,478
gallons of additional flow.
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 h2a.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledlt0% Post Consumer Paper
Noy` Carolina
,Naturally

M. Lisk
Page 2
January 11, 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 South Central Oil Co., Inc. for the construction and operation of approximately 360 linear feet
of 2.5-inch force main and a 70 gallon per minute pump station with a permanent generator with
telemetry, as part of the Mallard Crossing project, and the discharge of 10,550 gallons per day of
collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system,
pursuant to the application received December 15, 2005, and in conformity with 15A NCAC 2H .0200;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and 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.
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,�7
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0030210)
H.L. Moorefield, Orion Engineering, PLLC
Surface Water Protection Central Files
Marie Doklovic, PERCS

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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 28 .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 §143-215.1 C.
1

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4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
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 1 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 I1 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 llth day of January 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/2- A=
for Alan W. Klimek,E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0007449
3

Fast Track Engineering Certification
Permit No. WQ0007449 Modification
October 19, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for 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 Mallard Crossing, 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.

FAST -TRACK APPLICATION for GRAVITY SE'i
RS, PUMP STATION S4 AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner.
la. South Central ail Co.1 inc.
Full Legal Name (company, municipality, HOA, utility, e
pllc itlon Number:
(to be completed by DWQ)
1 b, 'Cltiarn G. lask
Signing Officialkl me end Tit (Plea review 15A NCAC 2H .0266(b) for authorized signing
The legal en
0 Individual
vhe will
Federal
d. 2121 West Main Street
Street Address
this syst
lunicipal
to/County 0 Private Partnership Corporation Other (spe:
Ile. Albemarle
City
f. NC 1g. 28001
State Zip Code
h. 704/982.2173 1 a. 7041982.6434 1 j. wills ruthcentralol
Telephone Facsimile E-mail
Project (Facility) lnforrrretio
2a. Mallard Crossing
Brief Project Narne (permit wil
Contact Person:
oorefield, PE
Name and Affiliation of So
2b. Mecklenburg
efer to this name) County Where Project is Located
ions. About
13b. 704/523-1707 3c. [e-mail]
Phone Number E-mail
Project Is 0 New Modification (of an existing permit)
ication
If Modification, Permit No,: WQ000744
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le, adding another
phase, changing tine size/length. etc.). Only Include the modified information in this permit application -do not
__) that_____a ready gpermit
duplicate project informative in B(7) and Et(1©-1 l) has already been included In the original i
Owner is 0 Public (skip to item B(3)) Private (go to Item 2(a))
ivate, applicant will be: " 2b, if sold, faciJiiies owned by a (must choose one)
Q Retaining Ownership (Le, store, church, single office„ etc.) or, 0 Public Utility (Instruction Ill)
Leasing units (lots, townhomes, etc. - skip to Item B(3)) F 0 Homeowner Assoc./Developer (Instruction IV)
Selling units (lots, townhomes, etc. - go to Item B(2b))
4a.
Name ofW'WTF
5a. Charlotte Mecklenburg Utilities
Owner of Downstream Sewer
The origin of this wastewater is (check al
harlolte l lecklenbu
Owner
Utilities
ter Treatment F
Residential Subdivision
Apartments/Condominiums
© Mobile Home Park
0 School
Restaurant
Office
IF ) Treatin
n
eceiving Sewer Size
that apply)
© Car Wash
O Institution
0 Hospital
O Church
O Nursing Home
rat Other (specify): Retail
From This Project
`F Permit No.
Perrnit Number of Lrownstre
Volume of wastewater to be permitted in this project: 1.Q.IN gallons per day
If the permitted flow is zero, indicate why.
0 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
Domestic/ Commercial
% Industrial
% Other (specify):
FTA 42/ti3 - Rev. 2 04/04

'FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
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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(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 Mai! Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
See attached
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force
(use the pull down melnu)
2.5
360
Force Main
-
— ENTER TOTAL LINE LENGTH IN MILES
0.07
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 a@ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generatorwlATS; 3-
portable generator wltelemetry; 4-wet well storage)
2
0.01
70 GPM @ 29'
2
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
® Yes ■ No If no, please
variance
SUBMIT'IWO 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?
Stormwater?
■ Yes ■ No ►I N/A
❑ Yes ❑ No ® N/A
• Yes ■ No CI N/A
FTA 02/03 - Rev. 2 04/04

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM 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
Site
Mallard Creek
Mecklenburg
Yadkin
13-17-5
c
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
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. I 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 retumed 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. l 0� �' G:— /2 0rC., dS'
Signing Official Signature Date
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. Professional Engineer's Certification:
! 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
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
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Q
5{p0<•
2a. H. L. Moorefield, Jr.
0
Professional Engineer Name
�'
.9y< �•j,,
b. Orion Engineering, PLLC
12 Engineering Firm
5 4 6 4
2c. 610 B Minuet Lane, Suite 118
y
•
/ I. Vert
Address
•
NG!NSECL
2d. Charlotte
2e. NC f. 28210
M0OR.Ekc-•,
City
State
i
l Telephone 1 Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 2 04/04

DERITA OUADRAN aLE
NORTH CAROLINAr- MECKLENBURC CO,
7.5 MINUTE SERIES (TOPOGRAPHIC)

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DATE
2002-04-03
MOTOR COS PHI
MOTOR EFFICIENCY
GEAR EFFICIENCY
PERFORMANCE CURVE
PROJECT
PRODUCT
FS3068.180
TYPE
LT
1/1-LOAD 3/4-LOAD
0.97 0.97
74.5 % 76.0 %
1/2-LOAD
0.96
73.0 %
COMMENTS
POWER REDUCED
[hp]
1.6
tx
w i2
0
INLET/OUTLET
-/55mm
IMP. THROUGHLET
10 mm
MOTOR SHAFT
POWER
STARTING
CURRENT ... 35
RATED
CURRENT ... 10
RATED
SPEED 3325
TOT.MOM.OF
INERTIA ... ---
NO.OF
BLADES 3
2.3 hp
A
A
rpm
CURVE NO
61-291-00-2390
ISSUE
1
IMPELLER DIAMETER
92 mm
MOTORTYPE STATOR REV
13-10-2BZ J 03- 10
FREQ. PHASES VOLTAGE
60 Hz 1 f 230 V
GEARTYPE
RATIO
DUTY POJNTs :
BEP
[ft]
45
40
35
30
= 25
20
15
10
5
0
0
G
FLOWiUSgpml HEAD[fl] POWER [hp] EFF. [%J NPSHJfl)
70.7 29.0 1.55 ( 1.14) 33.4 (45.6)
20
40
60
S: RISK OF SEDIMENTATION AT VELOCITY BELOW 1.5 m/s
(Point (S) show risk in a 55 mm plpe)
CURVES SHOW PERFORMANCE WITH CLEAR COLD WATER
C= )ZO .. d Pc, P fi
C120_2Pon Ps O
80 100
FLOW
7
120
LISO CURVE
POLES
2
0
w
co
w
w
m
r
EFF
f%]
50
40
30
20

N
co
In
0
to
u.
lr
0
x
DATE
2002-04-03
MOTOR COS PHI
MOTOR EFFICIENCY
GEAR EFFICIENCY
COMMENTS
POWER REDUCED
[hp)
1.6
1.2
O
a- 0.8
PERFORMANCE CURVE
PROJECT
1/1-LOAD 3/4-LOAD
0.97 I 0.97 0.96
74.5 % 76.0 % 73.0 %
INLET/OUTLET
-/55mm
IMP. THROUGHLET
10 mm
1/2-LOAD I MOTOR SHAFT
POWER .....
STARTING
CURRENT ...
RATED
CURRENT...
RATED
SPEED
TOT.MOM.OF
INERTIA ...
NO. OF
BLADES 3
2.3
35
10
3325
hp
A
A
rpm
PRODUCT
FS3068.180
CURVE NO
61-291-00-2390
IMPELLER DIAMETER
92 mm
TYPE
LT
ISSUE
1
MOTORTYPE STATOR REV
13-10-2BZ. 03-
FREQ. f PHASES VOLTAGE POLES
60 Hz 1 230 V 2
GEARTYPE RATIO
DUTY POINTs :
SEP
FLOWtusgpml
70.7
HEAD[ftI POWER [hp] EFF. [%] NPSH[ft]
29.0 1.55 ( 1.14) 33.4 (45.6)
BEST Eft. POINT
10
35
IllnII Mimi EFF
ial1211111111111
MOM
IN\NI
0 20 40 60
S: RISK OF SEDIMENTATION AT VELOCITY BELOW 1.5 mis
(Pohl (S) show rfsk in a 55 mm pipe)
CURVES SHOW PERFORMANCE WITH CLEAR COLD WATER
C 3 14° - I POMP
14D-2PLIMP3
f
,
FIE" T ISO CURVE

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILJTJEs
November 16, 2005
Mr. H.L. Moorefield, Jr.,PE
Orion Engineering, PLLC
610-B Minuet Lane
Suite 118
Charlotte, NC 28217
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
3024 PROSPERITY CHURCH ROAD, 029-361-05
C-MU TRACKING # 600-05-581
Dear Mr. Moorefield:
In response to your request, a flow acceptance study of the subject site has been completed.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the sewage flow of 11,550 gallons per day (see attached
calculations) 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.
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. Connection to the C-MU system is accepted on a first come,
first served basis.
If you have any questions, please contact me at [phone]
Sincerely,
RLOTT -MECKLENBURG UTILITIES
P ilip S'Johnsl$n
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilitles.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Legend:
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=Old Dowd Road/Paw Creek Basin
i Plott Road Area
1=ILansbury Court Area
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Permit Number WQ0007449
Central Files: APS SWP
01/10/05
Permit Tracking Slip
Program Category Status
Non -discharge In review
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
kini.colson
Permitted Flow
10550
Facility
Facility Name
Mallard Crossing Assoc-Shoppi
Location Address
Owner
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Mallard Crossing Assoc Non -Government
Owner Affiliation
Wade Robinson
125 Scaleybark Rd
Charlotte
Dates/Events
NC 28220
Orig issue
03/16/93
App Received
01/10/06
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
01/11/06 01/11/06
Regulated Activities Requested/Received Events
Domestic, other
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
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
Mallard Crossing Associates
Mecklenburg County
FOR THE
construction and operation of approximately 820 linear feet of 6 inch gravity sewer, a 21 GPM pump
station with duplex pumps and high water alarms, and approximately 315 linear feet of 1 1/2 inch force
main to serve Mallard Crossing Shopping Center, and the discharge of 7,072 GPD of collected
commercial wastewater into the Mallard Crossing Associates existing sewerage system, pursuant to the
application received January 19, 1993, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this 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 facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Mallard Creek
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main 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.
1

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by. the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Perrnittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations Iocated so that 2-8 pumping cycles may be achieved per hour in the
pump station.
b. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and sidewalls.
e. Three feet of cover (minimum) over the force main or the use of ferrous material where
three feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the 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 wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone no. 704-
663-1699 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
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
15 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.
2

14. This permit shall become voidable unless the agreement between Mallard Crossing Associates and
Charlotte Mecklenburg Utility Department for the collection and final treatment of wastewater is in
full force and effect.
Permit issued this the 16th day of March, I993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
c C,LQL
A. Preston oward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007449
3

Permit No. WQ0007449
March 16, 1993
ENGINEER'S CERTIFICATION
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
project, for the
Project Name Location
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 and
intent of the approved plans and specifications.
Signature Registration No.
Date
4

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
March 16, 1993
Mr. Wade Robinson
Mallard Crossing Associates
125 Scaleybark Road
Charlotte, N.C. 28209
Subject: Permit No. WQ0007449
Mallard Crossing Associates
Mallard Crossing Shopping Center
Sewer Extension
Mecklenburg County
Dear Mr. Robinson:
In accordance with your application received January 19, 1992, we are forwarding herewith Permit
No. WQ0007449, dated March 16, 1993, to Mallard Crossing Associates, for the construction and
operation of the subject wastewater collection 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.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact MrliomasiBnttian at 919/733-5083.
Sincerely,
•
A. Prest
Director
cc: Mecklenburg County Health Department
Mooresville Regional Office
W.K. Dickson & Company
Howard, Jr., P.E.

Fw: Mal'lard Crossing
Subject: Fw: Mallard Crossing
From: "Bo Moorefield" <[e-mail]>
Date: Tue, 10 Jan 2006 10:29:43 -0500
To: <dee.browder(uncmail.net>
----- Original Message -----
From: Marie Doklovic
To: b,moorefield@orionen r,com
Cc: Sonia Basinger
Sent: Thursday, April 21, 2005 10:29 AM
Subject: Mallard Crossing
K. Marie Drkkrvir PE, Environmental Ekiiineer
Pra ra`Nitttt:remerc'p y Response and C oilectirai SyNkenr* Chiit
1617 Mull' Saviec Cater
Rakagt& N i70)0-14F7
919-733-f093 x 371
919-733-059 FAX
Mr, Moorefield:
Attached is a scanned copy of permit Q0007449 for your reference. Our latest Fast Track permit application
(Revision 3) and Form PNOCF-S can be downloaded from: http /r1b22o enr ,t<lte 7 usindpultidpiiapps,h PiSewer.
This revised application has the new Mooresville regional office address.
Please update all information regarding flows, line length, pump type, etc. as necessary. l'n) guessing there is a l at
more flow going into that station than 7,000 gpd with all that was added. Technically, any additions require a permit
modification prior to adding them. As we discussed, you may base your day on 17 hours and then design each pump
to handle peak flow.
lfyou have any questions, give me a shout!
Thanks,
Marie
**IMPORTANT NOTE**
The Division of Water Quality has reorganized. All sewer related matters previously directed towards the Non-Dischar' a Permitting Unit are now to he
directed to the. Pretreatment. Emergency= Response and Collection Systems (PERCS) Unit at the letterhead address. Not atso tine nays° fay number, Please
disregard reference to the Non-t)ischargc Permitting Unit in any sewer applications or other documents. The regional offices will sffll handle Fast -Track
permitting of most all sewer extensions. The PERCS Unit will continue to permit low pressure., STEP, and vacuum sewer projects and sewer projects
involving an Environmental Assessment T"he rest of the former Non -Discharge Permitting Unit has moved to the Parker -Lincoln building under the Land
Application Permitting and (.:omplia.nce Unit (LAPOI) or the Animal Fettling Operations Permitting and Compliance (Mit(AFOPC'}.
WA ,NING: This e-mail has been altered
paragraph are indication s of the actual
information about your site's i- EEtefa.rng Pn
MIMEtlefang Administrator <acccess,denied@nc..
lade. For more
centa ,t
v>. For more inferma't. n about MTMEDefang, see:
http://www.rear. gpenguin.rW om./mi.m.e.defang/°enduser. php3
An attachment named.
To ,recover: the file, <:.1. c on the attachment and Save As
'imageOO2,gif' in order to access lt::
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was converted. to 'defang
1 of 2 1/ 0/2 06 1 1:20 AM

Requested Authorization
Subject: Requested Authorization
From: "Will Lisk" <[e-mail]>
Date: Mon, 9 Jan 2006 16:38:08 -0500
To: <[e-mail]>
Ms. Browder,
I, William G. Lisk as Vice President of Real Estate Operations am authorized to sign on
behalf of South Central Oil Co., Inc. regarding the sewer pump station plans and permitting.
Please feel free to call me with any questions that you may have.
Thank You
William G. Lisk
1 of 1 1/10/2006 8:05 AM

2
Elaine F. Marsha
Secretary
Corporations
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North Carolina
DEPARTMENT OF THE
ECRETARY OF STATE
PC Box 29622 Raleigh, NC 27626-0622 {919j807-200O
Date: 1/9/2006
Click here to:
View Document Filings I Annual Report Count I
Print apre-populated Annual Report Form 1 File an An
Report
Corporation Names
Name
NC South Central oil Co.,
Inc.
NC Garrison-dennis Oil
Company, Inc.
Business Corporation Information
Name Type
Legal
Prev Legal
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0137305
560603942
Current -Active
9/23/1954
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Stock
Garrison, Jamaes B
2121 Charlotte Rd
Albemarle NC 28001
2121 Charlotte Rd
Albemarle NC 28001
2121 Charlotte Rd
Albemarle NC 28001
No Address
Class Shares No Par Value Par
COMMON CLASS A VOT 250000 Yes N/A
http://www.secretary.slate.nc.us/Carporati©ns1C©rp.aspx?Pitemtd=4778529 1/9/2006