NC0064572_Regional Office Historical File Pre 2018

Date: February 27, 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Cabarrus
NPDES Permit No.: NC 0064572
PART I - GENERAL INFORMATION
1. Facility and Address: Northborough Residential Development
Vinson Crown Capital, Ltd.
600 Lexington Avenue
Charlotte, North Carolina 28202
2. Date of Investigation: N/A
3. Report Prepared By: G. T. Chen
4. Person Contacted and Telephone Number: None; [phone]
(Frank C. Cockinos and Associates, Inc., Consulting
Engineers)
5. Directions to Site: From the junction of S. R. 2459
(Eastfield Road) and S. R. 2475 (Prosperity Church Road) in
northeast Mecklenburg County, travel northeast on S. R. 2459
approximately 1.8 miles to the junction with Bob Wallace
Road (S. R. 1461) in west Cabarrus County. Turn right
(east) and travel on S. R. 1461 approximately 1.4 miles to
the end of the road. The proposed site is approximately 0.5
mile southeast of this point.
6. Discharge Point - Latitude: 350 23' 25"
Longitude: 800 44' 10"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: F 16 NW
7. Size (land available for expansion and upgrading): Adequate
land area available for the construction and operation of
the wastewater treatment plant, and further expansion if
necessary.
8. Topography (relationship to flood plain included):
Relatively flat with slopes of 0-50. The proposed site
appears to be within the 100 year flood plain. The area is
low lying, creek bottom land.
9. Location of Nearest Dwelling: No dwelling within 1000 feet
of the proposed site.
10. Receiving Stream or Affected Surface Waters: Clarke Creek
a. Classification: C

Page Two
b. River Basin and Subbasin No.: 03-07-11
C. Describe receiving stream features and pertinent
downstream uses: Fish and wildlife propagation,
secondary recreation, agriculture, etc. No known
downstream users within a reasonable distance from the
proposed discharge point.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 100% Domestic
0% Industrial
a. Volume of Wastewater: 0.500 MGD
b. Types and quantities of industrial wastewater: N/A
C. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only): N/A
2. Production Rates (industrial discharges only) in Pounds:
N/A
3. Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: N/A
4. Type of Treatment (specify whether proposed or existing):
The applicant was permitted to construct a 500,000 gpd
wastewater treatment plant for a residential development
(which is yet to be constructed). Currently, the applicant
proposes to construct a 50,000 to 100,000 gpd treatment
facility with all necessary features to meet DEM
requirements to serve the first phase of the residential
development.
5. Sludge Handling and Disposal Scheme: No sludge
handling/disposal plan has been submitted. It is requested
"that a comprehensive sludge management plan be submitted to
the DEM for review and approval prior to the issuance of an
Authorization to Construct.
6. Treatment Plant Classification: N/A
7. SIC Code(s): 4952
Wastewater Code(s): 05
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? N/A
2. Special monitoring requests: N/A
3. Additional effluent limits requests: N/A
4. Other: N/A

Page Three
PART IV - EVALUATION AND RECOMMENDATIONS
NPDES discharge Permit No. NC 0064572, which expires on
February 28, 1991, was issued to Vinson Crown Capital, Ltd. on
March 21, 1986 for the construction and operation of a 500,000
gpd wastewater treatment plant to serve a residential
development. To date the subject project has never been
completed. Currently, the Permittee requests that the subject
Permit be renewed for the construction and operation of a 50,000
to 100,000 gpd treatment plant to serve the first phase
development of this project. It is anticipated that the
Charlotte -Mecklenburg Utility Department (CMUD) will extend
sewers to the projected area in the foreseeable future. When
this becomes a reality, the proposed discharge will be connected
to the Charlotte -Mecklenburg Utility Department system;
consequently the wastewater treatment will be removed.
It is recommended that the Permit renewal request be
approved on condition that the proposed wastewater treatment
plant be completed within 24 months from the date the new Permit
becomes effective.
Signature '6f Report Preparer
Water Quality Rional Supervisor

v
RECEIVED
✓'V'S10N Of ENVIRONMENTAL MANAGENO
FEB 20 1990
TAIr
T'
wM.
MOORESVILLE State of North Carolina
Depar'�mL nMf Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor 2/16/90 George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
Mr. Rion Choate
Vinson Crown Capital, Ltd. Subject: NPDES Permit Application
600 Lexington Avenue NPDES Permit No.NC0064572
Charlotte, NC 28203 Northborough Residential Dev.
Dear Mr. Choate : Cabarrus County
This is to acknowledge receipt of the following documents on February 15, 1990:
Application Form
Engineering Proposal (for proposed control facilities),
A Request for permit renewal,
Application Processing Fee of $125.00,
4 Other Local Government Review,
The items checked below are needed before review can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Other
If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Rosanne Barona
(919/733-5083) of our Permits Unit for review. You will e advised ot any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this applications,
please contact the review person listed above.
Sincerely,
M. Dale Overcash, P.E.
CC: _ �.�, .il.� 3 `,fie
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

FRANK C. COCKINOS & ASSOCIATES, INC.
CONSULTING ENGINEERS
600 LEXINGTON AVENUE
CHARLOTTE, N.C. 28203
February 12, 1990
N.C. Department of Environment, Health
and Natural Resources
NPDES Section
512 N. Salisbury Street
Raleigh, N.C. 27611
Attention: Mr. Dale Overcash, P.E.
Reference: NPDES Permit No. 0064572
Renewal Request
Dear Dale:
[phone]
. EIVFDI
Eta
FEB 151990
PERMITS & ENGINEERING
This Preliminary Engineering Report is a portion of the submittal for the renewal
of the above NPDES Permit.
The Owners of the above NPDES Permit request an extension to the permit in
accordance with the policy " _ _ _ no later than 180 days prior to the expiration
date."
The property for which the proposed WWTP is to be constructed is now under
option and is in the planning stages for immediate development. The first
phase of development is intended to be serviced with a proposed WWTP of 50,000
GPD or possibly 100,000 GPD. The planning is to extend the CMUD sewer interceptor
along Stony Branch to the site. (See copy of CMUD letter attached). At that
time a pump station will be installed to pump the wastewater to the CMUD system.
The WWTP will then be disconnected.
The plant will be furnished with stand-by generator for emergency power at
the plant. An automatic switch over will be furnished.
Should additional treatment be required if the temporary plant flow reaches
plant capacity before the CMUD interceptor reaches the area, a tertiary filter
will be installed.
Preliminary discussions have been held with a private utility company to operate
the plant during the interrun period before CMUD sewers reach the site. See
letter attached.
The sketches of the original NPDES have been revised and redated for this submittal.

NPDES PERMIT NO. 0064572/RENEWAL REQUEST Page 2
The two original "Local Government Review" forms are attached to this transmittal
of letter. Copies are also furnished for your use.
Check No. for $125.00 from the owner is attached.
Please review the enclosed data. Should you need additional information or
have any questions, please do not hesitate to call.
FCC/mb
cc: Mr. Rion Choate
Very truly yours,
FRANK C. COCKINOS & ASSOCIATES, INC.
F ank . Cockinos, P.E.
1 `5 199©

Local Government Review
Requirements for the Issuance of New
Nonmunicipal Domestic Wastewater Discharge Permits
General Statute Overview
On October 1, 1989, an amendment to North Carolina General Statute 143-215.1, denoted as 143-215.1
(c) (6). became effective. The amendment allows input from local governments in the issuance of NPDES
Permits for nonmunicipal domestic wastewater treatment facilities. The new language requires that the
Commission (Environmental Management Commission) shall not act on an application for a new
nonmunicipal domestic wastewater discharge facility until it has received a written statement from each
city and county government having jurisdiction over any part of the lands on which the proposed facility
and its appurtenances are to be located. The written statement shall state whether the city or county has
In effect a zoning or subdivision ordinance and, if such an ordinance is in effect, whether the proposed
facility is consistent with the ordinance. The Commision shall not approve a permit application for any
facility which a city or county has determined to be inconsistent with its zoning or subdivision ordinance
unless it determines that the approval of such application has statewide significance and is in the best
interest of the State.
Instructions to the Applicant
Prior to submitting an application for a NPDES Permit for a proposed project, the applicant shall request
that both the nearby City and county government complete this form. The applicant must submit a copy
of the draft permit application and shall make a written request for this form to be completed to the clerk
of the city and county by certified mail, return receipt requested. If a (or both) local government(s) fall(s)
to mail the completed form, as evidenced by the postmark on the certified mall card(s), within 16 days
after receiving and signing for the certified mail, the applicant may submit the application for a discharge
permit. As evidence to the Commission that the local government(s) failed to respond within 16 days, the
applicant shall submit a copy of the certified mail card along with a notarised letter stating that the local
government(s) failed to respond within the 15 day period.
Instructions to the Local Government
The nearby city or county government which may have or has jurisdiction over any part of the lands on
which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government
' (City/Eet"")
Does the city/ have jurisdiction over an,yZart of the lands on which the proposed facility and its
appurtenances are to are located? Yes [INo If no, please sign this form, have it notarized. and
return it to the applicant.
Does the city/e aosty have in effect a zoning or subdivision ordinance? Yes b No
If there is a zoning or subdivision ordinance in effect, is
the ordinance? Yes ❑ No ❑ D o e s n'.
Vinson-Crown Capital. Ltd. prop. on Clark Creek
Date ;� - G - R o
the plan for the proposed facility,consistent with
Signature ��
Ctty Manager/&ems)
State of NW 6 Carob I no- , County of CA0'Tr _V'
On this th day of Etbr�.YY_ , 19_qQ, personnally appeared before me,
the said name Leonard I3. 5e ssamor-. to me known a ad known to me to be
the person described in and who executed the foregoing document and he (or she) acknowledged that he
(or she) executed the same and being duly sworn by me, made oath that the statements in the foregoing
document are true. /7
My Comm tsion expires `l �og , 1931. (Signature of Notary Public-) l ��
Notary P:011C (Off1C13) Sea))

Local Government Review
Requirements for the Issuance of New
Nonmunicipal Domestic Wastewater Discharge Permits
General Statute Overview
On October 1, 1989, an amendment to North Carolina General Statute 143-215.1, denoted as 143-215.1
(c) (6), became effective. The amendment allows input from local governments in the issuance of NPDES
Permits for nonmunicipal domestic wastewater treatment facilities. The new language requires that the
Commission (Environmental Management Commission) shall not act on an application for a new
nonmunicipal domestic wastewater discharge facility until it has received a written statement from each
city and county government having jurisdiction over any part of the lands on which the proposed facility
and its appurtenances are to be located. The written statement shall state whether the city or county has
in effect a zoning or subdivision ordinance and, if such an ordinance is in effect, whether the proposed
facility is consistent with the ordinance. The Commision shall not approve a permit application for any
facility which a city or county has determined to be inconsistent with its zoning or subdivision ordinance
unless it determines that the approval of such application has statewide significance and is in the best
interest of the State.
Instructions to the Applicant
Prior to submitting an application for a NPDES Permit for a proposed project, the applicant shall request
that both the nearby city and county government complete this form. The applicant must submit a copy
of the draft permit application and shall make a written request for this form to be completed to the clerk
of the city and county by certified mail, return receipt requested. If a (or both) local government(s) fall(s)
to mail the completed form, as evidenced by the postmark on the certified mall card(s), within 16 days
after receiving and signing for the certified mail, the applicant may submit the application for a discharge
permit. As evidence to the Commission that the local government(s) Palled to respond within 16 days, the
applicant shall submit a copy of the certified mail card along with a notarised letter stating that the local
government(s) failed to respond within the 15 day period.
Instructions to the Local Government
The nearby city or county government which may have or has jurisdiction over any part of the lands on
which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government Cabarrus County
V Vy//County)
Does the ~county have jurisdiction o er an art of the lands on which the proposed facility and its
appurtenances are to be heated? Yes E No U If no, please sign this forma, have it notarized. and
return it to the applicant.
Does the have in effect a zoning or subdivision ordinance? Yes EJ No ❑
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with
the ordinance? Yes ❑ No [Zr /Yo Pw#Nr seed 705ffelza)
Vinson -Crown Capital Ltd. prop. on Clark Creek nn
Date 2/7/90 Signature � . 0�'t-1�
�( sq@r-/CountyManager)
State of North Carolina , County of Cabarrus
On this 7th day of February 19 90 , personnally appeared before me,
the said name Michael M. Ruffin to me known and known to me to be
the person described in and who executed the foregoing document and he (or she) acknowledged that he
(or she) executed the same and being duly sworn by me, made oath that the statements in the foregoing
document are true. / �
My CommisIon expires_ 5 / 22 / .19 9Q (Signature ofNotaryPubli J "Xje�z #
Notary Public (Official Seal)

NORT„ CAROLINA DEPT, OF NATURAL & ECONOMIC RESOURCES
ENVIRONMENTAL KtANA6EME1N`T CTVISS I ON
NkrIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D
FOR
AGENCY
USE
To be filed only by services, wholesale and retail trade,
and other commercial establishments including vessels
'q'Q x e *"q / . �
V
Do not attempt to complete this form without reading the accompanying instructions
Please print or type
Name, address, and telephone number of facility producing discharge
APPLICATION NUMBER
D
C7
6
o�
DATE RECEIVED
v
0 a
S
YEAR M0. DAY
rYl>7 b4—ZIO_t.�9-�d�
. � /2-s•oa
�_1S'_ga
A.
Name _
Vinson Crown Capital, Ltd.
B.
street
address 225 South Chase Street,
No. B
C.
Ci ty
C'hAr1 ntta
D. State North Carol i na
E.
County
Mecklenburg
F. ZIP 28207
G.
Telephone No. 7QA_as5-ti556
Mailinq Address:
Area
c/o Frank C. Cockinos & Assoc. , T_nc
Code
h00 Lex' 4-
2. SIC I
(Leave blank)
i_ng on Avenue
Charlotte, N.C. 28203
704-372-4464
3. Number of employees WV M 0.500 MGD. First prase not to exceed 0.100 MGD
4. Nature of business Subdivision generating domestic wastes
5. (a) Check here if discharge occurs all year m , or
(b) Check the month(s) discharge occurs:
1. o January 2. O February 3. 0 March 4, o April 5. 0 May L. EE4 w
6.13 June 7.n July 8.0 August 9,o September 10.0 October
11. 0 Novembcrr 12. O Decemt>er 1 '� 1990
(c) How many days per week: PERMITS
& ENGIN.EERIN:l
1 .0 1 2.0 2-3 3.0 4-5 4.95 6-7
6. Types Of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day
Volume treated before
discharging (percent)
Discharge per
0.1-999
1000-4999
5000-9999
10,000-
50.000
None
0.1-
30-
6 5 -
95-
operating day
49,999
or more
29.9
64.9
94.9
100
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
A. Sanitary, daily
average
x
�r
B. Coolinq water, etc.,
daily average
C. Other discharge(s),
daily average;
Specify
D. Maximum per operat-
ing day for combined
discharge (all types)
x
Remarks: Subdivision in early planning stages. First phase of WWTP construction will be
50,000 to 100,000 GPD. Arrangements Ere under -way for CMUD to extend sewer services
to the site within 3+ years. The WPM will then be abandoned and the facilities will
be connected to the CMUD system.

1. If any of the types of waste identified in item 6, either treated or un-
treated, are discharged to places other than surface waters, check below
as applicable.
Waste water is discharged to:
0.1-999
(1)
1000-4999
(2)
5000-9999
l3)
10,000-49,999
(4)
50,000 or more
(s)
A. Mun i t_ i pw 1 :cwe'r '.Y%tonl
x See Rema
�1 �If 11 il•r'li 11 ll)/lri wr'i
C. Septir. tank
D. Evaporation lagoon or pond
E. Other, specify:
8. Number of separate discharge points:
A. IX1 B. 02-3 C.a 4-5 D.o 6 or more
9. Name of receiving water or waters Clarke Creek Tributary of Rocky River
10. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances added as a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual).
A. Myes B. a no chlorine
I certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
Rion Chont-P
Printed Name of Person Signing
Pres_ i dent
Title
January , 1990
Date Application Signed
cant
rks
icrth Carolina Ceneral Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
)r other dccument files or required to be maintained under Article 21 or regulations of the
environmental Management Commission implementing that Article, or who falsifies, tampers with,
)r knowly renders inaccurate any recording or monitoring device or method required to be
)perated or maintained under Article 21 or regulations of the Environmental Management Co=issior
implementing that Article, shall be guiltv of a misdemeanor punishable by a fine not to exceed
510,000, or by imprisonment not to exceed six months, or by both. (18 L.S.C. Section 1001 provide
a punish=er,t by a fine of not more than $10,000 or imprisonment not pore than 5 years, or both,
`or a similar offense.)

February 5, 1990
Frank C. Cockinos & Associates
600 Lexington Avenue
Charlotte, NC 28203
SUBJECT: Proposed Sewer Trunk Line Along
Stoney Creek - I-85 to Ridge Road
Dear Mr. Cockinos:
In response to your telephone inquiry, please be informed that the Charlotte -
Mecklenburg Utility Department issued a Sanitary Sewer Design Agreement,
Job Number 300-89-770 to American Newland Associates on January 4, 1990
for the subject trunk line. As of this date, this agreement has not been
returned to CMUD.
If more information is needed, please inform.
Very truly yours,
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Earl L. Lineberger P.E.
Engineer
cc: File
FCC l
ELL/dm INC.
CHARLOTTE, N. C.
FEB 5 1990
ROUTED TO ~� DISPOSITION
Engineering Division 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2551
Charlotte -Mecklenburg Utility Department

BURNETT UTILITIES
2101 Sardis Road North, Suite 212, Charlotte, NC 28212 [phone]
February 6, 1990
Vinson Crown Capital, LTD.
- f0 Frank C. Cockinos & Assc., Inc.
600 Lexington Avenue
Charlotte, N.C. 28203
ATTN. Mr. Rion Choate, President
RE: NPDES Permit No. NCO064572
Dear Mr. Choate:
---------- - AWF%
IC FCC
INC.
CHARLOTTE, N. C.
FEB 7 19990
This letter is to confirm that BLIrnett Utilities, Inc. is ready, willing
and able to operate the facilities associated with the above referenced
permit. it is Burnett Utilities, Inc. intent to finalize all
appropriate contractual documentation in order for Burnett Utilities,
Inc. to properly operate this proposed facility. Burnett Utilities,
Inc. further understands that this system will eventually be connected
to The Charlotta-Mocklonburg Utility Departments collection system upon
its completion in approximately three years. Burnett Utilities, Inc.
agrees to operate this proposed facility until such time that CMUD is
available to service this area.
If I may be of further assistance, please feel free to call.
Sincerely,
aL
A. Coleman Burnett 11
Virg President

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2,) STaN D - 61 G, EN Ev2P �olZ
3) C�h'1Ml"[rG0 To PRI�/P'(F Utllli"`�'
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4) �I�co�NF�T ww-T P PN� coNN E�-r ru
GMu� S'iSTEt'1 to 2'iz To 4 \lEARS�
ltilNFtil P�/G�LGP�L�,
POST AERATION
PROCESS FLOW SCHEMf1TlG
5-00, 000 G-PP
50,000 FIR<�T ING12E MENT
VINSON CROWN CAPITAL, LTD.
NORTHBOROUGH
CABARRUS COUNTY, NORTH CAROLINA
FRANK C. COCKINOS 9 ASSOCIATES.INC.
CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: 2-2- 0 SKETCH NO. I
COMM. N0. 430.01
DVNCAM-►ARMILL, 01C., CHARLOTTE 1004

' AAT[ o
0 lgro
State of North Carolina
Department of Natural Resources and Community.,Dgve"lcrit�`��'�'�'
Division of Environmental Management ';,�: "'e'`�E ,v
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor March 21 , 1986 R. Paul Wilms
S. Thomas Rhodes, Secretary CERTIFIED MAIL Director
RETURN RECEIPT REQUESTED
Mr. Rion Choate
Vinson Crown Capital, LTD.
221 South Church Street
Charlotte, NC 28202
Subject: Permit No. NCO064572
Northborough Residential Dev.
Cabarrus County
Dear Mr. Choate:
In accordance with your application for discharge permit received on
October 14, 1985, we are forwarding herewith the subject State - NPDES
permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements
contained in this permit are unacceptable to you, you may request a waiver
or modifications upon written demand to the Director within 30 days
following receipt of this permit, identifying the specific issues to be
contended. The filing of this request will not affect your right to request
a hearing on these issues. Unless such demand is made, this permit shall be
final and binding.
Please take notice that this permit is not transferable. Part II, B.2.
addresses the requirements to be followed in case of change in ownership or
control of this discharge.
This permit does not affect the legal requirement to obtain other
permits which may be required by the Division of Environmental Management or
permits required by the Division of Land Resources, Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr.
Dale Overcash, at telephone number 919/733-5083.
Sincerel
ORIGINAL SIGNE(f�Y
ARTHUR MOUBERRY
FOR R. Paul Wilms
cc: Mr. Jim Patrick, EPA Pollution Prevention Pays
P.O. Box 27697, Raleigh, North Carolina 27611-76U Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Permit No. NCO064572
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M I T
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General
Statute 143-215.1, other lawful standards and regulations promulgated
and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
Vinson Crown Capital, Ltd.
is hereby authorized to discharge wastewater from a facility located
at
Northborough Residential Development
west of NCSR 1448
Cabarrus County
to receiving waters designated as Clarke Creek in the Yadkin -Pee Dee
River Basin
in accordance with effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, and III hereof.
This permit shall be effective March 21, 1986
This permit and the authorization to discharge shall expire at
midnight on February 28, 1991
Signed this day of March 21, 1986
ORIGINAL SIGNED BY
ARTHUR MOUBERRY
FOR
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

Permit No. NCO064572
SUPPLEMENT TO PERMIT COVER SHEET
Vinson Crown Capital. Ltd.
is hereby authorized to:
1. Enter into a contract for construction of a wastewater
treatment facility, and
2. Make an outlet into Clarke Creek, and
3. After receiving an Authorization to Construct from the
Division of Environmental Management, construct and operate a
0.500 MGD wastewater treatment facility located west of NCSR
1448 in Cabarrus County (See Part III, condition No. B. of
this permit), and
4. Discharge from said treatment works into Clarke Creek which
is classified Class "C" waters in the Yadkin -Pee Dee River
Basin. -

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permitand lasting until expiration,
the permittee I authorized to discharge from outfalI(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
KqjdU (lbs/day)Other-Units
Monthly vg, Weekly Avg.
Mont
(Specify)
Measurement
Sample
-Type
* Stele_
y vg.
ReeK 1Y vg.Frequency
Location
Flow
o
0.500 MGD
Continuous
Recording
I or E
BOD, 5Day, 20 C
11.0 mg/l
16.5 mg/l
2/Month
Composite
E
Total Suspended Residue
30.0 mg/l
45.0 mg/l
2/Month
Composite
E
NH3 as N
6.0 mg/1
9.0 mg/1
2/Month
Composite
E
Dissolved Oxygen (minimum)
5.0 mg/1
5.0 mg/1
Weekly
Grab
E,IT, D
Fecal Coliform (geometric mean)
1000.0/100 ml 2000.0/100 ml
2/Month
Grab
E,U,D
Residual Chlorine
Daily
Grab.
E
Temperature
Weekly
Grab
E,U,D
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and
shall be monitored 2/Month at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1. The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
M4&I4

Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DE11" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1. Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reanrted on a Monthly Monitoring Report
Firm (DEM No. MR 1.0, 1.1, and 1.4) , postmarked no later than the
30th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one -
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one -month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one -week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one -week period.
c. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.

Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DEM" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1. Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(S) shall be
summarized for each month and reported on a Monthly Monitoring Report
Firm (OEM No. MR 1.0, 1.1, and 1.4) , postmarked no later than the
30th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one -
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one -month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one -week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one -week period.
c. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic dean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
UC

Part I
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1).
f. Composite Sample: A "composite sample" is any of the following:
(1) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
U4Z

PART I
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1.0, 1 . 1 , and 1.4)
Such increased frequency shall also be indicated. The DEM may require
more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.

PART II
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
U 0 0 T 7

PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or,if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.

PART II
Permit No. NC
B. RESPONSIBILITIES
1. Right of Entry
ThA permittee shall allow the Director of the Division of Environmental
Management, the 49ior.al Administra-or, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. ih,A enter upon, the permittee' premises where an effluent source is
located nr in vshic` any records are required to be kept under the
terns and conditions of thi3 nernit; and
b. At reaso^able tines to have access to and copy any records required
4c be keot une'er the terms and conditions of this permit; to inspect
any monitoring equ;oment or monitoring method required in this permit;
and to sample any dischargl of pollutants.
2. Transfer of t'wr+ersh,,o or Control
This permit is not 4;arsferahl-,. In the event of any change in control
or owner=hip of from which the authorized discharge emanates
or Is the rjenini ttee shall notify -the prospective owner or
control i c:r her 1 ettpr of 9.he existence of this permit and of the need to
obtain a Permit: ;r the nzme of the prospective owner. A copy of the
letter shall hn f n4arded to the Division of Environmental Management.
3. Availability of RepArts
Except for data d-termined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential. Knowingly making any
false staterent Pi any such report may result in the imposition of criminal
penalties as provIldee, fn in N. C. G. S. 143-215.6(b)(2 or in Section
309 of the Fcdf�ra; Act.
4. Permit Modificat�(,n
After notice: and or+aor'tonity 4or a hearing pursuant to N. C. G. S. 143-
215.12) and S. 14:1--215.1(e) respectively, this permit may be
modified, i`r revoked in whole or in part during its term for
cause including, i;ut r-)t limited to, the following:
a. 'Violation of any terms or conditions of this permit;
b. Obtainirg th' s permit by misrepresentation or failure to disclose
fully i relevant facts; or
c. A change in an7 condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M10&I9

PART II
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified. ,
6. Civil and Criminal Liability
Excepl-. as provided in permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part II, A-7), nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7� Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
i;nder N. C. S. 143-215.75 et seq. or Section 311 of the Federal Act,
US' 1321.
B. Property Rights
11le issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it
authorize any in,iury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
:'. severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the rem4inder of this permit shall not be affected thereby.
V I &i'10

PART II
Permit No NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq..

Part III
Permit No. NC
A. Previous Permits
All previous State water quality permits issued to thin facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to final
plans and specifications have been made by the Division of Environmental
Management within 60 days following acknowledgement that a complete set
of final plans and specifications has been received, the plans may be
considered approved and construction authorized.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division
of Environmental Management, conduct groundwater monitoring as may be
required to determine the compliance of this NPDES permitted facility
with the current groundwater standards.
E. If this facility is built in phases, plans and specifications for the
next phase shall be submitted when the flow to the existing units reaches
80 of the design capacity of the facilities on line. At no time may the
flow tributary to the facility exceed the design capacity of the existing
units.
F. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the
site.
M15 & 112

Permit No. NCO064572
Part III
G. This permit shall be modified, or revoked and reissued, to incorporate new
permit effluent limits if the results of an instream study reveal that new
effluent limits are needed to protect the water quality standards in the
receiving stream.

STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF PROPOSED WARTFWATFR TUFAT)XPMT UT AMM QT'rV
1. a. Place visited: Northborough Residential Development
b. Mailing Address: Vinson Crown Capital, Ltd.
221 South Church Street
Charlotte, N. C. 28202
Cabarrus County (facility location)
2. Date of Investigation: December 11, 1985 Date of Report: December 16, 1985
3. By: J. Thurman Horne, P. E.
4. a. Persons contacted: M . Ed Vinson, Mr. David Kirby
b. Phone No.: 704/375-7771
5. Directions to site: From the intersection of S.R. 2459 (Eastfield Road)
and S.R. 2475 (Prosperity Church Road), travel east on S.R. 2459 approx.
1.8 miles, turn right (south) on Bob Wallace Road, go approx. 1.4 miles to
the end of Bob Wallace Road, The proposed site is approx. 0.5 miles southeast
of this point.
6. a. The coordinates to the proposed point of effluent discharge is;:
Latitude: 350 23' 25"
Longitude: 800 44' 10"
b. USGS Quad No.: F16NW (see attached map)
7. Size (land available for expansion and upgrading): The proposed site which has
been reserved for the wastewater treatment plant consists of approx. 2 acres.
There is adequate land available to construct wastewater treatment facilities
and future modifications if necessary.
8. Topography: relatively flat; slopes of 0 - 5%. The proposed site appears
to be within the 100 year flood plain. The area is low lying, creek bottom
land.
9. Location of nearest dwelling: Approx. 1000 ft.
10. Receiving Stream: Clarke Creek
a. Classification: C
b. Minimum 7-Day, 10-Year discharge at site: 1.2 cfs
c. River Basin and Sub -Basin No.: 03-07-11
Part II - DESCRIPTION OF PROPOSED/EXISTING TREATMENT FACILITIES
1. Existing Facilities: Not applicable

, s I.
Page Two
2. Proposed Modifications: The applicant proposes to construct a 500,000
gpd wastewater treatment facility to treat domestic wastewater from a
proposed residential development. The development will consist of single
and multi -family residences and a small amount of light commercial
development (convenience store, florist, etc.).
The proposed facilities will consist of an influent bar screen, an aeration
basin, a nitrification basin, a clarifier, a chlorine contact basin, post
aeration and sludge drying beds.
Part III - EVALUATION AND RECOMMENDATIONS
1. Performance Evaluation: The proposed treatment concept appears to be adequate
to assure compliance with the following effluent limitations suggested by
Technical Services:
Parameter TAmi f-ati nn
Flow
0.5 mgd
BOD5
11 mg/l
NH3-N
6 mg/1
TSS
30 mg/1
Fecal Coliform
1000/100 ml
D.O. (min.)
5 mg/1
P11
6-9 s . u.
2. 0 & M Evaluation: Not applicable
3. Recommendations and/or Special Conditions: It is recommended that a permit
be issued as requested.
Thru telephone conversation with Technical Services (Trevor Clements) it is
our understanding that an intensive evaluation of the Rocky River Basin is
planned in the next several years. Whereas the results of this investigation
could alter recommendations of Technical Services with respect to effluent
limitations, it is recommended that the permit contain a reopener clause
that provides that the limits may be changed depending upon the results of
the instream survey.
Note: Upon receiving final plans and specifications, particular attention should be
given to assuring that all structures are protected from flooding.
JTH:pb

(144
16
N q
10
oil
/ Cox MJI \ �,• ,
i
,.j,
144
i
,' - i `•L III` f • ' �
1 = I = < i I i'T _ice �, _' � �'\ \ - /%�� • ° � � .. � I.
60000
3916
FEET I IIL
� / •n� ��
-15
�
22'30"
80.45' s23 1 480 000 FEET 524 1P5 vn •. r- I r r / v 42'30" 527
o��``�6�, Mapped, edited, and published by the Geological Survey t
Control by USGS, USC&GS, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial MN I
photographs taken 1965. Field checked 1969 Gov
e„ Supersedes map dated 1949 r*,
Polyconic projection. 1927 North American datum a. Ms 0•11•
10,000•foot grid based on North Carolina coordinate system 3MILs
F=; - 1000-meter Universal Transverse Mercator grid ticks, zone 17,
#g', shown in blue
Finp rPd dachorl lino, inrl;,;;ta [a.lo ln1 r..... —4 cola r, � 1ITM groin pan Io n

11
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO064572
PERMITTEE NAME: Vinson Crown Capital, Ltd. / Northborough
Facility Status: Proposed
Permit Status: Renewal with Modification
Major
Minor
R, C. DErT• OF NATURA
RESOURCES AND
Pipe No.: 001
COMMUNITY DEVELOPM '` '
Design Capacity: 0.500 MGD
MAY 1 5 �ggQ
Domestic (% of Flow):
100 %
Industrial (% of Flow):
0 %
1111SI°N OFgaoftMENYE °RE610NA1 06fICE
Comments:
Facility has never been
built Plans are to
build a 0.05 MGD or a 0.100
MGD facility as a first
Uhase CMUD has
plans for a trunk line to the
in the f
RECEIVING STREAM: Clarke Creek
Class: C
Sub -Basin:
03-07-11
Reference USGS Quad: F 16 NW
(please attach)
County: Cabarrus
Regional Office: Mooresville Regional Office
Previous Exp. Date: 2/28/91 Treatment Plant Class: n/a
Classification changes within three miles:
none
Requested by:
Prepared by:
Reviewed by
Rosanne Barona
Date: 2/16/90
Date: H57
Date: R a
�o
Modeler
Date Rec.
#
e145
i9 5o
S-390
Drainage Area (mil) 09. Avg. Streamflow (cfs): ,36-<
7Q10 (cfs) I..S % Winter 7Q10 (cfs) �15 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
F y hoo-new
beet a)1'J
o ocL ha.5 wt
O#Lued 4nr
a r) 14T(-. `TecAni
5vp/,0Y f
�ou)cL 6,xt -f) d
-�h/. renecrd P
9 bed on wtxj
ivy -for m&& ic-n
mPo6ed d &A
t4qe, 10 iev�.
The pre�0006 rwdel
/zY-(vvmed -v
-kh;6 �llaW�ort
I r* Clark e. C� e
did _Po1
r_b� we,�IA"S,
I^64�,ev qlit reeat
w
m6cUbd 46 ev
o l- 'dek_ -At
C (,C0- in 4-1
y dye 4A-e
;ntuln.�&-"
ivp6hjaw d,'
0/11S. 7;J 6
i5
Comments: N/Trim
6- C10i ix
�11
Zanr
H

Request
------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Vinson Crown
NCO064572
Domestic
Proposed
Renewal with
Clarke Creek
C
030711
Cabarrus
MROG
No.: 5-VP
nrrr. I)p rl-It 1t.
-------tcrrr.�I—
iA
Capital, Ltd / NorthborougY�r, .
' 1 7 1990
Modification M`Oi;ES}-(1!E REGIONAL OfFICELNT
Rosanne Barona
2/19/90
F16NW
Drainage area: 27.700 sq mi
Summer 7Q10: 1.57 cfs
Winter 7Q10: 2.75 cfs
Average flow: 30.45 cfs
30Q2:, cfs
-------------------- RECOMMENDED EFFLUENT LIMITS --------- ----------------
Summer Winter
Wasteflow (mgd): 0.50
----------------------------- COMMENTS ------------------------------------
Facility has never been built and has not yet applied for an ATC.
Technical Support would like to deny this renewal based on new information
at the proposed discharge location. The previous model performed for this
allocation into Clarke creek did not consider the wetlands, rather the
receiving waters were modeled as a free flowing stream.
Also, the model did not consider the lower levels of DO predicted to occur
in the Rocky River due to the interaction from upstream existing discharges.
The Rocky River is experiencing oxygen depletion in the Mecklenburg/
Cabarrus Counties due to over allocation of assimilative capacity.
The Vinson Crown Capital proposed discharge location is located
approximately 0.8 mile from the Rocky River.
---------------------------------------------------------------------------
Recommended by: ("—�Date: 49 U
Reviewed by
Instream Assessment: Date:
Regional Supervisor: %c t` J Date:
Permits & Engineering:
W Q Section Chief:
RETURN TO TECHNICAL SERVICES BY: MAY 10 1990
Date:
Date: D

DIVISION OF ENVIRONMENTAL MANAGEMENT
March 16, 1990
Memorandum
To: Don Safrit
From: Carla• Sanderson
Through: Trevor Cleme t
Steve Tedder
Subject: Vinson Crown Capital LTD
NPDES Permit No. NC0064572
Cabarrus County
The Vinson Crown Capital NPDES permit is for a proposed 0.5 MGD discharge into
Clarke Creek (a tributary of the Rocky River). The permit was issued in March,
1986 and expires in February, 1991. Recently (February 19, 1990), Technical
Support received a wasteload allocation request for the renewal/modification of
the permit. The facility has not received an Authorization to Construct (ATC)
and we would like to have the permit rescinded based on the following informa-
tion:
1) In June 1989, American Newland and Assoc. applied for an NPDES permit
(at approximately the same location as Vinson Crown) for a 2.9 MGD dis-
charge. The region was concerned about the sensitive wetland area near
the mouth of Clarke Creek and asked John Dorney from our Planning Branch
to visit the site.
2) On August 17, 1989, John Dorney visited Clarke Creek and confirmed the
large existing wetland at the mouth of Clarke Creek (see attached memo)
3) The American Newland Permit request for discharge was denied at their
proposed location on Clarke'Creek based on the existing wetland.
4) In addition, the Rocky River is experiencing oxygen depletion in the
Mecklenburg/Cabarrus Counties due to over allocation of assimilative
capacity. Vinson Crown's proposed location is approximately 0.8 mile
from the mouth —of Clark Creek where it meets the Rocky River.
5) The previous Level B modeling analysis for the Vinson Crown discharge
permit performed in August 1985, did not consider the wetlands, rather
the receiving waters were modeled as a free flowing stream. Also, the
modeling analysis did not consider the lower levels of DO predicted to
occur in the Rocky River due to the interaction from upstream existing
discharges.

In summary, Technical Support cannot justify using results from the previous
modeling analysis since more current information pertaining to the receiving
stream were not previously considered. Furthermore, Technical Support has
already denied a permit into this creek based on the wetland and we have not
allowed any further discharge or expansion into this segment of the Rocky River
until more data is gathered on the Rocky River and an intensive modeling analy-
sis has been completed to evaluate the River's assimilative capacity.
Please let me know your final decision concerning this matter, or let me know if
I can provide further clarification. The wasteload allocation request will be
held until I receive your response.
cc: Rex Gleason
Dale Overcash
Rosanne Barona

DIVISION OF ENVIRONMENTAL MANAGEMENT
September 8, 1989
MEMO TO: Jule Shanklin
FROM: John R. Dorney
SUBJECT: Wetland Site Visit to Proposed American Newland
Associates Project in Cabarrus County
(NC 0077259)
On August 17, 1989, I visited the above site with Mike Parker
and Allen Hardy (Mooresville Regional Office). The purpose of
the visit was to examine wetlands along Clarke Creek in order to
determine whether the proposed 2.9 MGD discharge of treated
domestic wastewater 'Would adversely impact the wetland.
The wetland in question is a large, (about 200 acres)
beaver meadow with scattered trees along the floodplain of Clarke
Creek. The area has a very high diversity of plant species
(about 35 species identified). Dominant species which we
observed were Betula nigra, Salix nigra, Ulmus anmericana,
Cornus amomum, Leersia oryzoides, Sium suave, Mikania scandens,
Sagittaria sp., Hibiscus moscheutos, Potamogeton foliosus and
Sarurus cernus. In addition, a very large Populus deltoides was
seen which may be a state size record for this species (detailed
measurement would be needed to confirm). The area also has a
high diversity of aquatic life - beaver, wood duck, raccoon,
deer, minnows, and amphibians. In addition, it is apparent that
the wetland retains sustantial amounts of water and sediment
during rainstorms. The flow pattern in the wetland is one of an
extremely braided stream with numerous, small, shallow channels
amongst grassy beds. In summary, the wetland would be an
exceptional to high -normal value wetland for its aquatic life,
water quality and water quantity benefits.
I believe that the proposed discharge would have a severe
adverse effect on the wetland. It is likely that the 2.9 MGD
discharge into the numerous, small, braided channels in this area
would result in severe scouring and subsegL,,- _-__.�_ -'-,:pening.
This would probably result in destruction of wetlands adjacent to
the scoured channel and dewatering of presently wet areas along
the wetland edge.
For these reasons, I believe that the proposed discharge
permit should be denied since its approval would result in
degradation of this wetland and loss of its uses both onsite and
downstream. If you have any questions, please contact me.
cc: Steve Tedder
Mike Parker, MRO
Debra Sawyer, WaRO
Jim Gregson, WiRO
Carla Sanderson

t
Permit No. NCO064572
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M I T
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General
Statute 143-215.1, other lawful standards and regulations promulgated
and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
Vinson Crown Capital, Ltd.
is hereby authorized to discharge wastewater from a facility located.
at
Northborough Residential Development
west of NCSR 1448
Cabarrus County
to receiving waters designated as Clarke Creek in the Yadkin -Pee Dee
River Basin
in accordance with effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, and III hereof.
This permit shall be effective
This permit and the authorization to discharge shall expire at
midnight on
Signed this day of
_DRAF1
R. Pau i ms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

W. Permit No. NCO064572
SUPPLEMENT TO PERMIT COVER SHEET
Vinson Crown Capital. Ltd.
is hereby authorized to:
1. Enter into a contract for construction of a wastewater
treatment facility, and
2. Make an outlet into Clarke Creek, and
3. After receiving an Authorization to Construct from the
Division of Environmental Management, construct and operate a
0.500 MGD wastewater treatment facility located west of NCSR
1448 in Cabarrus County (See Part III, condition No. B. of
this permit), and
4. Discharge from said treatment works into Clarke Creek which
is classified Class "C" waters in the Yadkin -Pee Dee River
Basin.

3
w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final `
During the period beginning on the effective date of the Permitand lasting until expiration,
the permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring REquirements
Kqlday lbs days
Other -Units
(Specify)
Measurement
Sale_
* Sample�
Monthly Avg. Weekly Avg.
Monthly Avg.
ee y vg.—Frequency
Type
Location
Flow
0.500 MGD
Continuous
Recording
I or E
BOD, 5Day, 200C
11.0 mg/1
16.5 mg/l
2/Month
Composite
E
Total Suspended Residue
30.0 mg/l
45.0 mg/1
2/Month
Composite
E
NH3 as N
6.0 mg/l
9.0 mg/l
2/Month
Composite
E
Dissolved Oxygen (minimum)
5.0 mg/l
5.0 mg/l
Weekly
Grab
E,1I,D
Fecal Coliform (geometric mean)
1000.0/100 ml 2000.0/100 ml
2/Month
Grab
E,U,D
Residual Chlorine
Daily
Grab.
E
Temperature
Weekly
Grab
E,U,D
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and
shall be monitored 2/Month at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam. in other than trace amounts.
0
2'0-0Ir
M a M
CD9MC+

Part III
Permit No. NC
A. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to final
plans and specifications have been nade by the Division of Environmental
Management within 60 days following acknowledgement that a complete set
of final plans and specifications has been received, the plans may be
considered approved and construction authorized.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division
of Environmental Management, conduct groundwater monitoring as may be
required to determine the compliance of this NPDES permitted facility
with the current groundwater standards.
E. If this facility is built in phases, plans and specifications for the
next phase shall be submitted when the flow to the existing units reaches
80 of the design capacity of the facilities on line. At no time may the
flow tributary to the facility exceed the design capacity of the existing
units.
F. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the
site.
M15 & I12

Permit No. NCO064572
Part III
G. This permit shall be modified, or revoked and reissued, to incorporate new
permit effluent limits if the results of an instream study reveal that new
effluent limits are needed to protect the water quality standards in the
receiving stream.

5TATE
plyISIoN OF EN`lIRC' "� µ •n,� ,ar•
ACT Jg135 State of North Carolina
Departm@pvgf Natural Resources and Community Development
Rf.f'zm n OF IG
512 North Salisbury Street • Raleigh, North Carolina 27611
James G.pMartin, Governor
Mr. Dion AO&4e.
EkGca.4',•Je 1/ice. �reS.dawt
UMCA C0111% C•r.f�i, (,fJ.
ZZ.( .Sa 4k U,,.rtk Sfrc•x'
C.",(,,♦io, Ak- 2QUt
Dear 14,,, C-64$e
bj'{ r ly, (5K S. Thomas Rhodes, Secretary,
O p
/V
Subject: Application for NPDES Permit No. 04Cd00"
CAA.Fra County
Receipt of the fallowing documents is hereby acknowledged:
✓Application Form
✓ Engineering Proposal (for proposed
Request for permit renewal
Other
control facilities)
If any of the items listed below are checked, the application received is in-
complete and the indicated.item(s) must be received before review can begin:
Application Form (copies
Engineering Proposal (See
Other � �La,A'a. Process%
enclosed)
(b) 1-5 on attached)
A{C- oF- 0/D0. 00
If the application is not made complete within thirty (30) days, it will be returned
to you and may be resubmitted when complete.
This application has been assigned to ,me &ercaSL
(919/733-5083) of our Permits Unit for review and preparation of a draft permit.
Once the permit is drafted, public notice must be issued for forty-five (45) days
prior to final action on the issuance•or denial of the permit. You will be advised
of any comments, recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional' Office Supervisor
prepare a staff report and recommendations regarding this discharge. If you have
any questions regarding this application, please contact the review person listed
above.
cer y yours,
9&t4l�
Arthur Mouberry, P.E.
Supervisor, Permits and Engineering
cc: Regional Supervisor
An Equal Opportunity / Affirmative Action Employer

N . C . DEPT . OF NATURAL RESOURCES AND COMMUNITY DEV . FOR AGENCY USE
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER q
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION I. APPLICANT AND FACILITY DESCRIPTION 9� f
Unless otherwise specified on this form all Items are to be completed. if an item Is not applicable indicate 'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Legal Name of Applicant
(see Instructions)
2. Mailing Address of Applicant
(see Instructions)
Number & Street
City
State
Zip Code
3. Applfcant's Authorized Agent
(see instructions)
Name and Title
Number & Street Address
City
State
Zip Code
Telephone
4. Previous Application
If a previous application for a
National or Federal discharge per-
mit has been made, give the date
of application. Use numeric
designation for date.
101
102e
102b
102e
102d
1034
103b
lode
103d
103e
1031
104
Please Print or Type
Vinson Crown Capital, L
221 South Church Street
Charlotte,
North Carolina
28202
Rion Choate
221 South Church Street
Charlotte
North Carolina
28202 0
364 6807 o
Area Number OCT 14 1985
Code
YR MO DAY
PERMITS & ENGINEERING
I certify that I am familiar with the Information contained In this application and that to the best of my knowledge and belief such Information
Is true, complete, and accurate.
Rion Choate loge
Printed Name of Person Signing
110211'
Executive Vice President
Title
YR MO DAY
Signature of pplicant or Authorized gent Date Application SIynN v ,
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccurate any recording or monitoring device or method required to be
operated cr maintained under Article 21 or regulations of the Environmental Management Commissii
u
implementing that Article, shall be guilty of a misdemeanor'bnishable by a fine not to exceed
$10,000, or by imprisonment not to exceed six months, or by both, (18 U.S.C. Section 1001 provil
a punishment by a fine of not more than $10,000 or imprisonment not nore than 5 years, 6r both,
for a similar offense.)

5. Facility/Activity (see Instructions)
Give the name, ownership, and
physical location of the plant or
other operating facility where dis-
charges) does or will occur.
Name
Ownership (Public, Private or
Both Public and Private)
Check block if Federal Facility
and give GSA inventory Control
Number
Location
Street & Number
City
County
State
6. Nature of Business State the
nature of the business conducted
at the plant or operating facility.
7. Facility Intake Water (see Instruc-
tions) Indicate water intake volume
per day by sources. Estimate
average volume per day in thousand
gallons per day.
Municipal or private water system
Surface water
Groundwater
Other'
Total Item 7
�If there is intake water from
'other,' specify the source.
S. Facility Water Use Estimate
average volume per day In thousand
gallons per day for the following
types of water usage at the facility.
(see Instructions)
Noncontact cooling water
Boiler feed water
Process water (Including contact
cooling water)
Sanitary water
Other"
Total Item 8
*If there are discharges to
'other,' specify.
If there is 'Sanitary' water use, give
the number of people served.
Northborough
1Qsb ❑ PUB W PR V ❑ BPP
lost ❑ FED
10$d
lose
1Qsf
1059 Residential Development
lush
10611
10ib AGENCY USE
107a thousand gallons per day
107b 5 0 0, 00.0 thousand gallons per day
107a thousand gallons per day
107d thousand gallons per day
107e
107f
thousand gallons per day
thousand gallons per day
thousand gallons per day
lose -
thousand gallons per day
1011141
S O Q, 0 0 0 thousand gallons per day
109a
thousand gallons per day
7blt "
thousand gallons per day
cnnn
O>Z1t people served
I-2
FOR AGENCY USE
-M I -I I I- I

9. All Facility Discharges and other
FOR AGENCY USE
Losses; Number and Discharge (see
Instructions) Volume Specify the
number of discharge points and the
volume of water discharged or
lost from the facility according to
the categories below. Estimate
Number of
total Volume Used
average volume per day in thousand
Discharge
or Discharged,
gallons per day.
Points
Thousand Gal/Day
Surface Water
1090
1
109a2
_5 o n _ 0 Oil
Sanitary wastewater transport
109bll
109b2
----__--
system
Storm water transport system
10901
_—_ _--
109c2
--
Combined sanitary and storm
water transport system
1094:11
109d2
__-
Surface Impoundment with no
effluent
10901
109*2
Underground percolation
10911
10912
Well Injection
10091
_
109g2
—
Waste acceptance firm
109h1
109h2
Evaporation
10911
10912
Consumption
10911
_-
10912
---
Other•
109k1
/09k2
Facility discharges and volume
1
500,000
Total Item 9.
10911
10912
-if there are discharges to 'other,'
specify.
109ml
----
10. Permits, Licenses and Applications
to discharges from this facility
(see instructions).
List all existing, pending or denied permits,
licenses
and applications
related
Issuing Agency
For Agency Use
Type of Permit
or License
ID Number
Date
Filed
YR/MO/DA
Date
Issued
YR/MO/DA
Date
Denied
YR/MO/DA
Expiration
Date
YR/MO/DA
N/A
11. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see Instructions)
12. Additional Information
112 Item Number
information

FOR AGENCY USE
STANDARD FORM C — MANUFACTURING AND COMMERCIAL Ti-
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section I, Item 9, that as to surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be repre-
sentative of the twelve previous months of operation. If this Is a proposed discharge, values should reflect best engineering estimates.
ADOIT IONAL INSTRUCT IONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET- AS INDICATED. REFER
TO BOOKLET BEFORE Fit LING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No. I it
201a I O 01
(see instructions)
b. Discharge Name
Give name of discharge, if any.
(see instructions)
c. Previous Discharge Serial No.
If previous permit application
was made for this discharge (see
Item 4, Section 1), provide previ-
ous discharge serial number.
2. Discharge Operating Dates
a. Discharge Began Date If the
discharye described below is in
operation, give the date (within
best estimate) the discharge
began.
b. Discharge to Begin Dale If the
discharge has never occurred but
is planned for some future date,
} give the date (within best esti-
mate) the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next 5 years,
give the date (within best esti-
mate) the discharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency upon
request. (see instructions)
4. Discharge Location Name the
political boundaries within which
the point of discharge is located.
State
County
(if applicable) City or Town
5. Discharge Point Description
Discharge is into (check one);
(see instructions)
Stream (includes ditches, arroyos,
and other intermittent watercourses)
Lake
Ocean
Municipal Sanitary Wastewater
Transport System
Municipal Combined Sanitary and
Storm Transport System
201b
201C
202a
202b
202c
203
204a
204b
204c
_nAstewater_Treatment Plant_
N/A
_N/A
YR MO
86 12
YR MO
--a/ A.--
YR MO
11
Agc,icy Use
North_ Carolina _ 204d
Cabarrus --! — 204e
-- - 204f -------
205a 1 5dSTR
❑LKE
❑OCE
❑MTS
❑MCS
I[-1
This section conl'ain.� 9 page:

Municipal Storm Water Transport
System
Well (Injection)
Other
If 'other' is checked, specify
6. Discharge Point — Lat/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude
Longitude
7 Discharge Receiving Water Name
Name the waterway at the point
of discharge.(see instructions)
It the discharge is through an out -
fall that extends beyond the shore-
line or is below the mean low
water line, complete Item 8.
8. Offshore Discharge
a. Discharge Distance from Shore
b. Discharge Depth Below Water
Surface
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con-
tinuous or intermittent.
(see instructions)
A b. Discharge Occurrence Days per
Week Enter the average num-
ber of days per week (during
Periods of discharge) this dis-
charge occurs.
c. Discharge Occurrence —Months
It this discharge normally
oplerates (either intermittently,
or continuously) on less than
a year -around basis (excluding
shutdowns for routine mainte-
nance), check the months dur-
ing the year when the discharge
is operating. (see instructions)
:omplete Items 10 and 11 if "inter-
iittent" is checked in Item 9.a.
)therwise, proceed to Item 12.
O. intermittent Discharge Quantity
State the average volume per dis-
charge occurrence in thousands of
gallons.
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
nUmber of hours per day the
discharge is operating.
b. Intermittent Discharge
Frequency State the average
number of discharge occur-
rences per day during days
when discharging.
12. Maximum Flow Period Give the
time period in which the maximum
flow of this discharge occurs.
t05b
2osa
20ib
207a
207b
208a
20$b
20*a
205b
20ft
2to I
2114 1
211b
❑ STS
❑ WEL
❑OTH
35 DEG 23MIN 14 SEC
Ij AL DEG 44MIN 10 SF
FOR AGENCY USE
_Ffl
--Clark--Creek ---------
------------------------ —
----------------�—'---- For Agency Agency Use
Major Minor Sub
For Agency Use
303e
207c
feet
feet
❑ (con) Continuous -
❑ (int) Intermittent
_days per week
❑JAN
❑FEB
❑MAR
❑APR
❑MAYS
❑JUN
[]JUL
❑AUG
❑SEP
El OCT
❑NOV
❑DEC
thousand gallons per discharge occurrence.
—_.hours per day
--discharge occurrences per day
212 1 From to
1 month month
H-2

DISCHARGE SERIAL NUMBER
FOR AGENCY USE
13. Activity Description Give a
narrative description of activity 213a I Predominately residential with d_
producing this discharge.(see
instructions) small amount of business
-------------
14. Activity Causing Discharge For
each SIC Code which describes
the activity causing this discharge,
supply the type and maximum
amount of either the raw material
consumed (Item 14a) or the product
produced (Item 14b) in the units
specified in Table 1 of the Instruc-
tion Booklet. For SIC Codes not
listed in Table I, use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
N/A
SIC Code
21"
b. Products
N/A IC Code
2/4b
Maximum Unit Shared Discharges
Name Amount/Day (See Table 1) (Serial Number)
Maximum Unit Shared Discharges
Name Amount/Day (See Table 1) (Serial Number)

• DISCHARGE SERIAL NUMBER
FOR AGENCY USE
I
15. Waste Abatement
a. Waste Abatement Practices
N/A
t rsCHtA' the waste ahatement
215a Narrative:
- -.-__-- _
------------------------- -----
piacticrs Usea on this di, .harge
with a brief narrative. (we
ins+ructions)
b. Waste Abatement Codes
215b (1) --.
_-- , (%') -- -----
• (3) -----'
Using the codes listed in Table
II of the Instruction Booklet,
(b) '
describe the waste abatement
processes for this discharge in
(7) —
(3)
(0)
the order in which they occur
if possible.
(10)
— , (1 1) _—
— (12)
(13)-------
(14) --
(1 S) ,
(17)
(18)
(19)
(20)
(21)
P
(22) -----
(23)
(24)
(25)
11-4

DISCHARGE SERIAL NUMBER
16. Wastewater Characteristics
FOR AGENCY USE
Check the box beside each constituent which Is present in the effluent (discharge water). This determination Is to be based on actual analysis
or best estimate.(see Instructions)
Parameter
c
y
Parameter
G
216
a
a
Color
Copper
00080
X
01042
Ammonia
Iron
00610
X
01045
Organic nitrogen
X
Lead
00605
01051
Nitrate
Magnesium
00620
X
00927
Nitrite
Manganese
00615
X
01055
Phosphorus
Mercury
00665
X
71900
Sulfate
Molybdenum
00945
01062
Sulfide
Nickel
00745
01067
Sulfite
Selenium
00740
01147
Bromide
Silver
71870
01077
Chloride
Potassium
00940
X
00937
Cyanide
Sodium
00720
00929
X
Fluoride
Thallium
00951
01059
Aluminum
Titanium
01105
01152
Antimony
Tin
01097
01102
Arsenic
Zinc
01002
01092
Beryllium
Algicides*
01012
74051
Barium
Chlorinated organic compounds*
01007
74052
Boron
Pesticides*
01022
74053
Cadmium
Oil and grease
X
01027
00550
Calcium
Phenols
00916
32730
Cobalt
Surfactants
X
01037
38260
Chromium
Chlorine
X
01034
50060
Fecal coliform bacteria
Radioactivity*
74055
X
74050
*Specify substances, compounds and/or elements in Item 26.
Pesticides (insecticides, fungicides, and rodenticides) must be reported in terms of the acceptable common
names specified in Acceptable Common Names and Chemical Names for the Ingredient Statement on
Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250, J une 1972, as
required by Subsection I62.7(b) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.
II-5

U1b1..1- AK4LiL bLHIAL NUMBL1t
FOR AGENCY USE
17. Description of Intake and Discharge
For each of the parameters listed below, enter In the appropriate box the value or code letter answer called for.(see Instructions)
In addition, enter the parameter name and code and all required values for any of the following parameters If they were checked in item 16;
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and grease,
and chlorine (residual).
Influent
Effluent
a,
Parameter and Code
=
;3 `"
O0
> '^ q
>
°
a
¢
a
N N
N .gi
Y� 7
U
y
p
�., V
y
> >,
C
A tiy,
E
E
X
Owq<
A X
XOwA
w"a
C
Z a
V3
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
Flow*
Gallons per day
00056
500,000
pft
Units
00400
6
9
Temperature (winter)
�F
74028
40
35
50
Temperature (summer)
'F
74027
80
50
90
Biochemical Oxygen Demand
(BOD 5-day)
mg/1
00310
9
9
9
Chemical Oxygen Demand (COD)
mg/1
00340
Total Suspended (nonfilterable)
Solids
mg/I
00530
30
30
30
Specific Conductance
micromhos/cm at 25° C
00095
Settleable Matter (residue)
ml/l
00545
`Other discharges sharing intake flow (serial numbers).(see instructions)
II-6

DISCHARGE SERIAL NUMBER
17. (Cont'd.)
FOR AGENCY USE
Influent
Effluent
v
Parameter and Code
m
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(I)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
to Plant Controls Check If the fol.
EU
lowing plant controls are available
for this discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
1
power or equipment failure
Complete Item 19 If discharge is
from cooling and/or steam water
generation and water treatment
additives are used.
19. Water Treatment Additives If the
discharge is treated with any con-
ditioner, inhibitor, or algicide,
answer the following:
a. Name of Materials)
2.1*s
b. Name and address of manu-
facturer
t11f0
C. Quantity (pounds added per
daft
million gallons of water treated).
❑ APS
❑ ALM
11-7

DISCHARGE SERIAL NUMBER
d. Chemical composition of these Lx1lla
additives (see instructions).
Complete Items 20-25 if there Is a thermal discharge
(e.g., associated with a steam and/or power generati,
plant, steel mill, petroleum refinery, or any other
manufacturing process) and the total discharge flow
10 million gallons per day or more. (see Instructlor
20. Thermal Discharge Source Check 220
the appropriate Item(s) Indicating
the source of the discharge. (see
instructions)
Boiler Slowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boiler Water Treatment — Evapora-
tor Slowdown
Oil or Coal Fired Plants — Effluent
from Air Pollution Control Devices
Condense Cooling Water
Cooling Tower Slowdown
Manufacturing Process
Other
21. Discharge/Receiving Water Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see Instructions)
Summer
Winter
22. Discharge Temperature, Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature, Percentile
Report (Frequency of Occurrence)
In the table below, enter the
temperature which Is exceeded 10%
of the year, 5 % of the year, 1% of
the year and not at all (maximum
yearly temperature). (see Instructions)
Frequency of occurrence
a. Intake Water Temperature
(Subject to natural changes)
b. Discharge Water Temperature
24. Water Intake Velocity
(see Instructions)
25. Retention Time Give the length of
time, In minutes, from start of
water temperature rlsr, to discharge
of cooling water. (see Instructions)
)n
is
is)
❑ BLBD
❑ BCCL
❑ APOF
❑ EPBD
❑OCFP
❑ COND
❑ CTBD
❑ MFPR
❑ OTHR
221a
OF.
221b
'F.
222
OF./hour
22Yb
224 feet/sec.
10%
5%
1 %
Maximum
OF
of
of
of
OF
of
of
of
minutes
FOR AGENCY UST -7
II-8

DISCHARGE SERIAL NUMBER
FOR AGENCY USE
26. Additional information
221f
11-9

FOR AGENCY USE
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION ID. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
This section requires Information on any uncompleted implementation schedule which may have been imposed for construction of waste abate-
ment facilities. Such requirements and Implementation schedules may have been established by local, State, or Federal agencies or by court
action. In addition to completing the following Items, a copy of an official Implementation schedule should be attached to this application.
IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT SCHEDULES (Item 1a.) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item 1c), SUBMIT A SEPARATE SECTION III FOR EACH ONE. _
FOR AGENCY USE
1. Improvements "0
jJ SCN�C3. N4,
a. Discharge Serial Number
Affected List the discharge
serial numbers, assigned In
Section 11, that are covered by
this Implementation schedule.
b. Authority Imposing Require-
ments Check the appropriate
Item indicating the authority for
Implementation schedule. If
the identical implementation
schedule has been ordered by
more than one authority, check
the appropriate items. (see
Instructions)
Locally developed plan
Areawide Plan
Basic Plan
State approved implementa-
tion schedule
Federal approved water
quality standards implementa-
tion plan.
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement. Specify
the 3-character code of those
listed below that best describes
In general terms the require-
ment of the implementation
schedule and the applicable six -
character abatement code(s)
from Table II of the Instruction
booklet. If more than one
schedule applies to the facility
because of a staged construction
schedule, state the stage of con-
struction being described here
with the appropriate general
action code. Submit a separate
Section I I I for each stage of
construction planned.
So3a
3011b) ❑LOC
❑ARE
❑BAS
❑SQS
❑WQS
❑ENF
❑CRT
❑ FED
3-character
(general)
301c
"Id
6-character
(specific)
(see Table 11 )
New Facility
NEW
Modification (no Increase In capacity or treatment)
MOD
Increase In Capacity
INC
Increase In Treatment Level
INT
Both Increase in Treatment Level and Capacity
ICT
Process Change
PRO
Elimination of Discharge
ELI

FOR AGENCY USE
A
2. implementation Schedule and 3. Actual Completion Dates
Provide dates Imposed by schedule and any actual dates of completion for Implementation steps listed below.
Indicate dates as accurately as possible. (see Instructions)
Implementation Steps
2. Schedule (Yr./Mo./Day)
3. Actual Completion (Yr./Mo./Day)
a. Preliminary plan complete
b. Final plan submission
C. Final plan complete
d. Financing complete & contract awarded
a. Site acquired
T. Begin action (e.g., construction)
Oat:
9- End action (e.g., construction)
h. Discharge Began
1. Operational level attained
111-2 GP 0 865-742

N. C. DEPARTMENT ON NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
T-F=
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
Parameter
(Code)
(Sol)
A
.�. Y T
:D E
c
0.
c G]
ou
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p Q
E' n
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E
cv <d
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E C
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h
E
V)
(1)
(2)
(3)
(4)
(5)
(6)
17)
(g)
REMARKS:
I certify that I am familiar with the Information contained In this report and that to the
best of my knowledge and belief such Information Is true, complete and accurate.
Date Form Completed Name of Authorized Agent Signature

Directions. —For each parameter listed, complete the
infommation requested in each column in the units specified
according to the instructions given below.
Column 1.—Enter the daily average value of the intake
water at the point it enters the facility. If intake water is
from more than one source, and enters the facility at
separate entry points, the value given in column 1 should be
weighted proportional to the quantity of flow contributed
from each source. If water is treated before use, completion
of this column is not required (see instructions for column
2). Values of intake are not required for mining activities.
Column 2.—if all or part of intake water is treated before
use, provide values for total intake here instead of in
Column 1. Also describe briefly in item 26 "additional
information," the type of treatment performed on intake
water' (e.g., rapid sand filtration, coagulation, flocculation,
ion exchange, etc.) and the percent of intake water
contributing to this discharge that has been treated.
Column 3.—Supply daily average value for the days when
discharge is actually operating or is expected to be operat-
ing (a new discharge). Daily average values are to be com-
puted by weighting the daily value in proportion to the daily
flow. If a discharge occurs irregularly, the value supplied
in the column marked "Daily Average" should represent
an average for the average for the days the discharge actually
occurs. Average values are not to be supplied for pH,
specific conductance, and bacteriological parameters (e.g.,
coliform bacteria).
Columns 4 and S.—Supply minimum and maximum value
observed (or expected for new discharge) over any one day
when the discharge is operating.
Column 6. —Specify the average frequency of analysis for
each parameter as number analyses per number of days (e.g.,
"3/7" is equivalent to three analyses performed every 7
days). If continuous, enter "CONT." When analyses are
conducted on more than one individual grab sample col-
lected during the same day, the analysis frequency should
reflect .one analysis whose value is the average of the
individual grab sample measurements. Average frequency
should be based on an operating month.
Column 7.—Specify the number of analyses performed at
the average frequency specified in column 6, up to 365.
Column 8. —Specify sample type as follows:
G For grab sample (individual sample collected in less
than 15 minutes).
#C For composite sample "#" is to be replaced by the
average number of hours over which the composite
sample was collected. Composite samples are com-
binations of individual samples obtained at intervals
over a time period. Either the volume of each in-
dividual sample is directly proportional to discharge
flow rates or the sampling interval (for constant -
volume samples) is inversely proportional to the
flow rates over the time period used to produce the
composite.
NA If "CONT" was entered in column 6.
Analytical methods. —Appendix A contains all parameters
with their reporting levels, test descriptions, and references.
The parameter values can be determined either by use of one
of the standard analytical methods as described in table A or
by methods previously approved by the EPA Regional
Administrator or Director of a federally approved State
program (or their authorized representatives) which has
jurisdiction over the State in which the discharge occurs. If
the test used is not one shown in table A, the test procedure
should be referenced in "Remarks" or on a separate sheet. If
values are determined to be less than the detectable limit (as
determined by referenced standard analytical techniques
and/or instrument manufacturer's literature), specify "LT
(value of detectable limit)" in the appropriate space. For
example, if the detectable limit is .005 mg/I and quantities
of less than this are determined, specify "LT .005." Do not
enter descriptors such as "NIL," "TRACE," "NEG," etc.,
for this purpose. If it is your reasoned judgement that one or
more of the required parameterf is not present in the initial
untreated or treated process miter andl%r the discharge,
enter an "A" (meaning "absent") in -the appropriate space.
In order for values reported to be representative, it is
recommended that they be based on from at least five to
seven analyses of composite samples (if applicable). Each of
the composite samples should be obtained by compositing
frequent samples in proportion to flow over an operating
day. Samples should be taken during period of maximum
production, if possible. If samples are taken at periods of
less than maximum production, state in "Remarks" the
percent of maximum production that was obtained during
the sampling period.
GPO 865.710

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VINSON CROWN CAPITAL, LTD.
NORTHBOROUGH
CABARRUS COUNTY, NORTH CAROLINA
lw
FRANK C. COCKINOS a ASSOCIATES, INC.
CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: 10- 02-85 MAP NO. I
COMM. NO. 430T 1 1
ACAN-PAANUL. INC.. CHARLOTTE 1044

EXTENDED
AERATION SLUDCrE
`D.?Y//VG BED
N/rRIFICAT/O N
CLARIFIER
C12,
POST AERATION
PROCESS FLOW SCy-a-MATIC
$'DO, 000 6-PD
VINSON CROWN CAPITAL, LTD.
NORTHBOROUGH
CABARRUS COUNTY, NORTH CAROLINA
I
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y
FRANK C. COCKINOS Ik ASSOCIATES, INC.
CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE 10- 02-85
COMM. No. 430.01 SKETCH N0. I
ntlNC1N-CANN9l l 1N1