NCG030602_COMPLETE FILE - HISTORICAL_20121204

STORMWATER DIVISION CODING S
RESCISSIONS
PERMIT NO. �I Cn U3 v � q
DOC TYPE Cl COMPLETE FILE - HISTORII
DATE OF ❑ a OQ I N
RESCISSION YYYYMMDD

PA
MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Ken Holsenback
Oiles America Corporation
4510 Enterprise Dr N W
Concord, NC 28027
Dear Permittee:
Division of Water Quality
Charles Wakild, P. E.
Director
December 4, 2012
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
Oiles America Corporation
COC Number NCGO30602
Cabarrus County
In response to your renewal application for continued coverage under stormwater General Permit NCG030000
the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October
15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A new Certificate of Coverage (COC)
• A copy of General Permit NCG030000
• A copy of the Technical Bulletin for the General Permit
• Two copies of the Discharge Monitoring Report (DMR) Form
• Two copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge
controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself
with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the
permit to update your current SPPP to reflect all new permit requirements.
The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable
storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable,
report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part It of your
permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this
permit and do not count prior exceedances.
The more significant changes in the General Permit since your last COC was issued are noted either in the
Draft Permit Fact Sheet that accompanied the public notice (http://Portal.ncdenr.org/web/wq/ws/su/current-
notices), or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are
posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit
http://portal.ncdenr.org/web/wq/ws/su/npdessw (click on 'General Permits' tab) to review that information
for your specific General Permit carefully.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Ph--,e: 919-807-63001 FAX: 91 �-807-6492
Inte -,eL. www.nwaterguality.orp
An-1 ,aai OPPOAL nity 1 AfflrmaWe A !*i Ernpluyer
None
rthC ai-olina
AlthrM14,11

Ken Holsenback
December 4, 2012
Page 2 of 2
Some of the changes include:
Part II:
• Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated
to the most current language of our permits. Additional conditions for specific industry sectors have
been added to the SPPP requirements in some cases.
• Sections B, C: Failure to perform analytical Stormwater monitoring may result in the Division requiring
that the permittee begin a monthly sampling scheme.
• Sections B, C: A lower TSS benchmark of SO mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections B, C: The monitoring parameter Oil & Grease (0&G) has been replaced by the parameter
Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other
analytical monitoring requirements.
• Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in
separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined
in the "Definitions" section of the permit.
• Sections B, C. The term "Representative Storm Event" has been replaced by "Measurable Storm
Event." A measurable storm event is defined in the permit.
• Section D: If the permittee fails to respond effectively to problems identified by qualitative
monitoring, DWQ may require the permittee to perform corrective action.
Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit,
including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and
Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms
of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on
the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than
30 days from the date the facility receives the sampling results from the laboratory. Also note that existing
permittees do not need to submit a renewal request prior to expiration unless directed by the Division.
Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit
does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit
package, please contact the Division's Stormwater Permitting Unit at [phone].
Sincerely,
for Charles Wakild, P.E.
cc: DWQ Central Files
Stormwater Permitting Unit Files
Mooresville Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES_
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030602
STORMWATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
Oiles America Corporation
is hereby authorized to discharge stormwater from a facility located at:
Oiles America Corporation
4510 Enterprise Dr NW
Concord
Cabarrus County
to receiving waters designated as Afton Run, a class C waterbody in the Yadkin River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set
forth in Parts 1, 11, 111, and IV of General Permit No. NCG030000 as attached.
This certificate of coverage shall become effective December 4, 2012,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 4th day of December, 2012.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 25, 2011
Mr. Ken Holsenback
Oiles America Corporation
4510 Enterprise Drive NW
Concord, NC 28027
Subject: General Permit No. NCG030000
Oiles America Corporation
COC NCG030602
Cabarrus County
Dear Mr. Holsenback:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on January 27, 2011,
we are forwarding herewith the subject certificate of coverage to discharge under the subject state
— NPDES general 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 October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality 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 Jennifer Jones at
telephone number [phone]
Sincerely,
ORIGKESIGNED B�
N PtCKM
,for Coleen 1-1. Sullins
cc: Mooresville Regional Office, Rob Krebs
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, RaleO, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91M07-64941 Customer Service: 1-877-623-6746
Internet: www,ncwaterqualil .org
onrt NhCarolina
Naturally

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030602
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
Oiles America Corporation
is hereby authorized to discharge stormwater from a facility located at:
Oiles America Corporation
4510 Enterprise Drive NW
Concord
Cabarrus County
to receiving waters designated as a UT to Afton Run, a class C water in the Yadkin River Basin,
in accordance with the effluent limitations, monitoring requirements, and other conditions set
forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG030000 as attached.
This certificate of coverage shall become effective February 25, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day February 25, 2011.
ORIGINAL SIGNED ®i
KEN PICA
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG030602
N
W E
S
Map Sale 1:16,541
Oiles America Corporation
Concord, NC
Latitude: 350 25' 23" N
Longitude: 800 39' 30" W
County: Cabarrus
Receiving Stream: UT to Afton Run
Stream Class: C
Sub -basin: 13-17-6-6 (Yadkin River Basin)
I
Facility Location

Central Files: APS SWP
02/23/11
Permit Number NCG030602
Program Category
NPDES SW
Permit Type
Metal Fabrication Stormwater Discharge COC
Primary Reviewer
jennifer.jones
Coastal SW Rule
Permitted Flow
Facility Name
Oiles America Corporation
Permit Tracking Slip
Status Project Type
In draft New Project
Version Permit Classification
COC
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
Location Address
County
4510 Enterprise Dr NW
Cabarrus
Concord NC 28027
Facility Contact Affiliation
Michael Sandel
4510 Enterprise Dr NW
Concord NC
28027
Owner
Owner Name
Owner Type
Oiles America Corporation
Non -Government
Owner Affiliation
Michael Sandel
4510 Enterprise Dr NW
Concord NC
28027
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective
Expiration
01/27/11 02/02/11
jD `31 1
Regulated Activities
Requested/Received Events
Metal products manufacture
RO staff report requested
02/02/11
RO staff report received
02/23/11
Outfall 001
Waterbody Name
Stream Index Number Current Class Subbasin
Afton Run
13-17-6-6 C 03-07-11

N
�
i
VEGETANEGETA: VEGETA VEGETA'.
TION
TIpN
> TION .-
`TION....
ONLY
:,.. ONLY
°'ONM
ONLY ..'
rn .
Permissible
Shear Stress,
Tau
Velocity, V
Velocity Check
Channel
Capacity, Q
Capacity Check
6 Shear Stress,
�t Tau
Shear Stress
Check

Jones, Jennifer
From: Parker, Michael
Sent: Wednesday, February 23, 2011 7:50 AM
To: Jones, Jennifer
Subject: RE: NCG030602 Oiles America Corporation - March 3, 2011
Jennifer,
We have no objections to the issuance of this COC.
Michael Parker
From: Krebs, Rob
Sent: Wednesday, February 23, 2011 6:52 AM
To: Parker, Michael
Subject: FW: NCG030602 Oiles America Corporation - March 3, 2011
Mike,
What did you find out?
M.
From: Jones, Jennifer
Sent: Tuesday, February 22, 2011 12:34
To: Krebs, Rob
Cc: Jones, Jennifer
Subject: RE: NCG030602 Oiles America Corporation - March 3, 2011
HI Rob,
I hadn't heard anything regarding this. Do you know if anyone has any objections to issuing this permit?
Thanks Rob!
Jen
Ak**k
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http:,�(portal.ncdenr.org web/wg/ws/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties. "*
1

SEDIMENT TRAP ONE
1542 SEDIMENT CALCULATIONS FINAL Type 11 24-hr 10 YEAR Rainfall=5.55"
Prepared by Cox and Dinkins of NC, P.C. Printed 6/28/2010
HydroCADO,9.10 sin 04706 © 2009 HydroCAD Software Solutions LLC - _ Page 24
Summary for Pond S132: SEDIMENT BASIN TWO
Inflow'Area = 14.500 ac, 28.28% Impervious, Inflow Depth = 3.28" for 10 YEAR event
Inflow - 55.05 cfs @ 12.11 hrs, Volume= 3.964 of
Outflow = 3.42 cfs @ 13.66 hrs, Volume= 1.701 af, Atten= 94%, Lag= 93.1 min
Primary - 3.42 cfs @ 13.66 hrs, Volume= 1.701 of
Routing by Dyn-Stor-Ind method, Time Span= 5.00-49.96 hrs, dt= 0.08 hrs
Peak Elev= 255.44' @ 13.66 hrs Surf.Area= 29,412 sf Storage= 111,076 cf
Plug -Flow detention time- 353.8 min calculated for 1.701 of (43% of inflow)
Center -of -Mass det. time= 232.5 min ( 1,060.5 - 828-0 )
Volume Invert AvaiI.Storage Storage Description _
#1 250,00' 160,895 cf Custom Stage Data (Irregular) Listed below (Recalc)
Elevation Surf.Area Perim. 1nc.Store Cum.Store Wet.Area
feel (sq-ft) (feet) (cubic_ -feet) (cubic -feet) (s -ft
250.00 9,144 385.0 0 0 9,144
251.00 14,201 626.0 11,580 11,580 28,540
252.00 18,975 981.0 16,530 28,111 73,945
253.00 21,945 1,000.0 20,442 48,553 77,099
254.00 24,973 1,018.0 23,443 71,995 80,161
255.00 28,057 1,037.0 26,500 98,495 83,434
256.00 31,198 1,056.0 29,614 128,109 86,767
257.00 34,400 1,075.0 32,786 160,895 90,160
Device Routing Invert Outlet Devices
#1 Primary 250.00' 24.0" Round Culvert
L= 81.0' RCP, groove end projecting, Ke= 0.200
Inlet/ Outlet Invert= 250.00' / 247.10' S= 0.0358 'P Cc= 0.900
n= 0,013
#2 Device 1 255.00' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 .3.08 3.30 3.32 .
#3 Primary 257.10' 25.0' long x 12.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.50 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.57 2.62 2.70 2.67 2.56 2.67 2.66 2.64
Primary Out low Max=3.42 cfs @ 13.66 hrs HW=255.44' (Free Discharge)
1=Culvert (Passes 3.42 cfs of 39.83 cfs potential flow)
t-2=Broad-Crested Rectangular Weir (Weir Controls 3.42 cfs @ 1.95 fps)
3= Broad-C rested Rectangular Weir ( Controls 0.00 cfs)

From: Jones, Jennifer
Sent: Wednesday, February 02, 2011 3:25 PM
To: Krebs, Rob
Cc: Jones, Jennifer
Subject: NCG030602 Oiles America Corporation - March 3, 2011
Hi Rob,
We've received an NOI from Oiles America Corporation for their facility in Concord (Cabarnis County)
for coverage of their metals manufacturing facility under NCG03. The site discharges storrnwater into a
UT to Afton Run Creek (C ). The NOI is attached.
Does the Mooresville Regional Office have any concerns about issuing this facility a COC for this general
permit? If we don't receive any objections, we'll issue the COC in 30 days.
Thanks,
Jen
*****
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N, Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://portal.ncdenr.org/web/wg/wsZsu
"E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**

ESTIMATINa RUNOFF,".,
Rational Method
Vier..Input Dat6i
Calculate-d value,
Refere n ceDafa
Designed By: I SBD wh'`>`
Date:
071221,10
Checked By: Ew} "°
Date:
j o71221'0
Company: Gox>and;Dinkins of NC, P.C.
Project Name: RbWel['St'�eet Warehouse
Project No. -_542
Site Location (City/Town) Ft`. Bragg
Watershed Basin Id. Diversion'
Thee rational for la is:
Q = CIA
$ere:
Q = peak rate of runoff in cubic feet per second (cfs)
C = runoff coefficient_ an empirical coefficient representing the
relatioLsbip bem een rainfall. rate and runoffrate
I = average intewity of rainfall in inches.,$auz for a storm duration equal
to thetime of concentration, Tc
A = drainage area in acres
The general procedure for determining peak tl discharge i=.sing e raton ial
fo=Ia is presented b8cm, and illustrmted in Sautple Problem 5.03a.
Step 1_ Determine the dramigti area in acres_
Totaf Drainaqe Area 1 0.9
f Step'-'- Dereanine the runoffcoerTicient. C, for the type of soil'cmer'in the,
r drainage area (Table 8.03b).
-� r

i'
Division of Water Quality / Surface Water
• Protection Section
NCDENR National Pollutant Discharge Elimination System
Norm` C""`Ux l]ervarHurt or
F�+�-a+�eKr ar+o rtm�.i �exuRccn
NCG030000
NOTICE OF INTENT
FOR AGENCY USIiONLY
Date Received
Year
MaNh
I Da
Certificate of -overn c
Check q Amount
Pennil Assi med to
National Pollutant Discharge Elimination System application for coverage under General Permit
N CG030000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 335 Rolling, Drawing, and Extruding of Nonferrous Metals
SIC 3398 Metal Heat Treating
SIC 34 Fabricated Metal Products
SIC 35 Industrial and Commercial Machinery
SIC 36 Electronic and Other Electrical Equipment
SIC 37 Transportation Equipment
SIC 38 Measuring, Analyzing, and Controlling Instruments
{ For questions, please contact the DWQ Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
Ken Holsenback
4510 Enterprise Drive NW
Concord
704-784-4500
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Email
Oiles America Corporation
Ray Brickner
4510 Enterprise Drive NW
Concord
Cabarrus
704-784-4500
[e-mail]
StateNC ZIP Code 28027
Fax: [phone]
StateNC ZIP Code 28027
Fax: [phone]
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 185 exit 55 right on SR 73 % mile right on
International Dr % mile right on Enterprise Drive building is on the right 6-
4510 Enterprise Drive NW, Concord, 28027 ;n
A co of a county ma or USGS quad sheet with the facility clear) located must be submitted with this application.)
L
PY tY P Q tY Y a
4) Latitude_35025' 23" Longitude_-80°39' 27" (deg, min, s a
Page 1 of 4
SWU-218-071408 Last revised 7/14/08

NCG030000 N.O.I.
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
X Existing
6) Standard Industrial Classification:
Provide the 4-digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility.
SIC Code: 3 7 1 4
7) Provide a brief narrative description of the types of industrial activities and products manufactured
at this facility: Oiles is a manufacturer of self-lubricating assemblies, bearings (non -ball and roller
type),
bushings and high temperature exhaust seal systems for automotive and industrial applications.
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 1
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Unnamed tributary to Afton Run located to north of property
Receiving water classification: Class C
Is this a 303(d) listed stream? no Has a TMDL been approved for this watershed?
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). n/a
9) Does this facility have any other NPDES permits?
X No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
X No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
X Yes (Show any structural BMPs on the site diagram.)
If yes, please briefly describe: Work instructions, maintenance plans, SPCC, spill team training
12) Does this facility have a Stormwater Pollution Prevention Plan?
X No
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring at this facility?
X No ❑ Yes
14) Hazardous Waste:
Page 2 of 4
SWU-218-071408 Last revised 7/14/08

NCG030000 N.O.I.
a) is this faculty a Ha7arduus 'NVasie .I ream-,e , JiVrr7yG, vl UiSpvsal i al,iiity?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month)
of hazardous waste?
❑ No X (Conditionally Exempt) Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
X No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste -.Used oily liquid and solid wastes
How is material stored:Drums / barrels
Where is material stored -.Inside facility in designated areas
How many disposal shipments per year: 3 to 6
Name of transport / disposal vendor:Global Environmental Assurance, Inc
Vendor address: 320 Winningham load, St. George, SC 29477
15) Certification:
North Carolina General Statute 143-215.6113 (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan,
or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly
makes a false statement of a material tact in a rulemaking proceeding or contested case under this Article; or who falsifies,
tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or
maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this
permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as
an individual permit.
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.
Printed Name of Person Signing: Ken Holsenback
Title: Plant Manager
(Signature of Applicant)
1 /7/2011
(Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00, made payable to:
NCDENR
Page 3 of 4
SWU-218-071408 Last revised 7/14108

NCG030000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
E Check for $100 made payable to NCDENR.
2"'_ This completed application and all supporting documents.
CrY A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
Q� Copy of county map or USGS quad sheet with the location of the facility clearly marked on the map.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee coverage under the General Permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office
... [phone]
Winston-Salem ...... [phone]
Central Office .........[phone]
Page 4 of 4
SWU-218-071408 Last revised 7/14108

a

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• OILES AMERICA CORPORATION CHECK NO. 138385
3142 I NCDENR
13-0454 STORMWATER I 100.00 0.00 100.00
-----------_------- ---------------- ---I--------------
100.00 0.00 100.00
i
i

C201100400029
.k
SOSID: 0648659
Date Filed: 1l412011 10.57:00 AM
Elaine F. Marshall
North Carolini See retanof State
C201100400029
State of North Carolina
Department of the Secretary of State
APPLICATION FOR AMENDED CERTIFICATE OF AUTHORITY
Pursuant to §55-15-04 of the General Statutes of North Carolina, the undersigned corporation hereby applies for an Amended
Certificate of Authority to transact business in the State of North Carolina and for that purpose submits the following slaterient.
I . The name of the corporation
is- _ Oiles USA Holding Tnr-nrnnrat-ed
2. The name the corporation is currently using in the State of North Carolina is:
Oi2es USA Holding Incorporated
3. The state or country of incorporation is: tsa2aware
4, The date the corporation was authorized to transact business in the State of North Carolina is:
October 9, 2002
5. This application is tiled for the following reason (complete all applicable ilems):
a. The corporation has changed its corporate name to,.*
oiler America Corporation
b. The name the corporation will hereafter use in the State of North Carolina is changed to;
Oiles America Corporation
c. The corporation has changed its period of duration to:
d. The corporation has changed the state or country of its incorporation to:
6. Attached is a certificate attesting to the change, duly authenticated by the secretary of state or other official having custody of
corporate records in the state of country of incorporation.
7. If the corporation is required to use it fictitious name in order to transact business in this State, a copy of the resolution of its
board of directors, certified by its secretary, adopting the fictitious name is attached,
8. This application will be effective upon filing, unless a date andlor time is speclfed;
This the 3 --{ day ofJanuary , 20 Ii
OILES A14ERICA CORPORATION
e of Corporation
w
k Zell
Signature
Hiroshi Suda, President:
Type or Print blame and Title
NOTES:
I. Filing rco is M. One executed original and one exau or confarrmd copy of this apputadon mint be filed with the Secretary of State.
2. • if the name of the corporation as changed is unavailable roruse in North Caiolina. indicate this fact and state the name the coTwrotion wishes to ure in North
Carolina on Sb. (Sea NCOS $55-15-06)
CORPORATIONS DIVISION P. O. BOX 29622 RALEIOH, NC 27626-0622

— If the land use and soil cover i homorTenous over the. q a C
I'S draiaa-e
— 1ralue can be determmied directly from Table 8.03b- if there are mialtiple soil
cover conditions, a weii4ited average must b-, calculated, or the area maybe
subdi:-aided.
Subarea A (acres)
Subarea A Runoff Coefficient
0.8
Runoff Coefficient
Subarea B (acres)
Subarea B Runoff Coefficient
Subarea C (acres)
Subarea C Runoff Coefficient
Subarea D (acres)
.Subarea D Runoff Coefficient
Weighted Runoff Coefficient
.'0. 8
Step 3.
,Go to Intensity Worksheet
�Step 4.
2-year Rainfall Intensity, i (in/hr)
3.66
10-year Rainfall Intensity, i (in/hr
5.55
Step 5. Detemu'M peak- discharge, Q (cubic feet pEr second). by Multiplying
the, previously deemli'lled factors using the rational fir=12 (Sample. Problem
5.03 a);
Q =CIA
Q Flow (c.,,,
2 2.64
JQ10 Flow (cfs) 4.0

A
C201100400029
Delaware
the First State
PAGE 1
1, JEFFREY W . BULLOCK, SECRE TAR Y OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY THE CERTIFICATE OF OWNERSHIP, WHICH
MERGES:
"OILES AMERICA CORPORATION", A MICHIGAN CORPORATION,
WITH AND INTO "OILES USA HOLDING INCORPORATED" UNDER THE
NAME OF "OILES AMERICA CORPORATION", A CORPORATION ORGANIZED,AND
EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, WAS RECEIVED
AND FILED IN THIS OFFICE THE TWENTIETH DAY OF DECEMBER, A.D.
2010, AT 3:19 O'CLOCK P.M.
AND I DO HEREBY FURTHER CERTIFY THAT THE AFORESAID
CORPORATION SHALL BE GOVERNED BY THE LAWS OF THE STATE OF
DELAWARE.
AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF
THE AFORESAID CERTIFICATE OF OWNERSHIP IS THE FIRST DAY OF
JANUARY, A.D. 2011.
AND I DO HEREBY FURTHER CERTIFY THAT THE AFORESAID
CORPORATION IS DULY INCORPORATED UNDER THE LAWS OF THE STATE OF
DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL CORPORATE
EXISTENCE NOT HAVING BEEN CANCELLED OR DISSOLVED SO FAR AS THE
RECORDS OF THIS OFFICE SHOW AND IS DULY AUTHORIZED TO TRANSACT
2962013 8330
110003864
You may verity this certificate online
at corp.dolaxaro.gov/authvor.shtml
�Kn r::�rczc��
Jeffrey W. Bullock, Secretary of State
AUTHEN C TION: 8467701
DATE: 01-03-11

The follctirinQ is a step-by-step procedure for desimine a rip:up clsar:nel
lining Lvith milt] gradients. This procedure is designed for simaIler channels
that are generalh used as erosion cantrol 'measures, and is, not intended for
conveyance channels_
Additional design iaformation far lined channels may be obtained from the
National Technical laformatiou Ser; ;es (NTIS) by obtaining a copy of the
National Cooperative Highway P.esearch Program Report No. 108, titled
"Tentative. Design' Procedure for Riprap - Lined Channels-_
=ui& Color Key: User ln--ut Data. 6777
Mli
Designed By:
Date
Checked By:
ES1N' Date
F .a
Company:
Cox.and Dinkins ofi NC
Project Name:
Nowell Stree# 1111are ou
Project No.:
a
`; E 1542
Site Location (City/Town)
ChannelMaterway Id. Diversion 1:
Step 1. Select a riprap size; and look tip the Man.ning's n value (Table S.05f)
and permissible shear stress, T. (Table 8.45g).
Step ^_. Calculatethe normal flo:r• depth in the channel,. truing Manuing's
equation (Figure 8.056). Check that the n value for the calculated normal
depth is consistent with that. det--r=ed in step 1-
Step 3. Calculate, shear stress dt normal depth -
Step 4. Compare the calculated shear stessrdth the permissible shear
Stress.
If the calculated Aiear stress is lees than the pe..rn;issible shear stress.'.hen the
selected ripsnp sizeis acceptable. Q:heiwise, the procedure must be repeated
using a larger size riprap vi.th a higher permissible shear stress.
Step -5. For riprap E=ss cn side slopes steeper than 3:1, execute the
supplemental procedure for steep side Jape design presented belt;.
Permissible shear
stress, Taup (iblft2) 2.0
Design storm 2.-yr :.

C201100400029
Delaware PAGE ,
BUSINESS.
29620I3 8330
110003864
YOU May V©rlry CATS COZTI Aca tO Onllne
at carp.delaxare.gov/authver.ahtml
the First State
�L� L�—Zc��
Jeffrey W. BuPack, Secretary at 5tate
17:7—
AUTHENc TXON: 8467701
DATE: 01--03-11

Required Flow, 0
(cfs)
4
Unit weigt of water,
y. (I b/ft')
62.4
Channel slope, s
(ft/ft)
_0
CL
L) of
CL
.2
CL
-2
E
0
Z U)
(f)
a
E-.2
0
CV (D
0
CL
W
E
cu 2
-0-0
cu
Trapezoidal
V
-52 =
M
0
0
Q)
Z:
>1 M
CL
M 0
in
0 0
M
Z
0 M
CL
2 L)
r
(ft)
(ft)
(ft)
(ft2)
(ft)
(ft)
(ft)
co
co
00
Z
MWO iz
7
WT
J,;,
0,
­7$:QO
832 0.
Vary riprap size and
depth until Required Q
is met and Tau<Tau or
0
use Figure 8.05d
80 0 ..
0
3)
:::'
8.00 5 00'�' 8.32:
Figure 8.05d
v
. ....... . ....
-N
0
-0.60:
Z 0: , .1. -. :�!,
8.00 b'

138385
******100.00
j