NCG030429_COMPLETE FILE - HISTORICAL_20180930

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
� HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
o 00)5 0 q 3D
YYYYMMDD

GKN DRIVEUNE
30 September 2018
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
GKN Driveline North America, Inc.
Roxboro Facility
6400 Durham Road
Timberlake, North Carolina 27583, USA
RE: STORMWATER DISCHARGE OUTFALL ANALYSIS AND LAB RESULTS
To Whom It May Concern —
During the month of September 2018, a grab sample was unable to be collected
for the GKN Driveline Roxboro Facility (General Permit NCG030000, Certificate
of Coverage NCG030429). Due to logistical reasons a sample could not be taken
during the prescribed timeframe. Sampling will occur during the next measurable
rainfall event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
James M. Wolak
EHS Coordinator
10 @LRDM
OCT 17 2 o18
EXPECT>MORE

4�GKN DRIVEUNE
31 August 2018
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
GKN Driveline North America, Inc.
Roxboro Facility
6400 Durham Road
Timberlake, North Carolina 27583, USA
RECEIVE
OCT
DEIN'R-LAND QUAI 1?y
STORMWATER pERMr' T1NG
RE: STORMWATER DISCHARGE OUTFALL ANALYSIS AND LAB RESULTS
To Whom It May Concern —
During the month of August 2018, a grab sample was unable to be collected for
the GKN Driveline Roxboro Facility (General Permit NCG030000, Certificate of
Coverage NCG030429). Due to logistical reasons a sample could not be taken
during the prescribed timeframe. Sampling will occur during the next measurable
rainfall event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
James M. Wolak
EHS Coordinator
EXPECT>MORE

Energy, Mineral &
Land Resources
ENVIRONMENTAL OUALITY
Division of Energy, Mineral, and Land Resources
Land Quality Section / Stormwater Program
j-jjjqj/`1`
FOR AGENCY USE O
Date Received
Year
Month Day
National Pollutant Discharge Elimination System (NPDES)
PERMIT OWNER AFFILIATION DESIGNATION FORM (Individual Legally Responsible for Permit) 1;�
Use this form if there has been:
N
IVI N 16 2017:
NO CHANGE in facility ownership or facility name, but the ind
who is legally responsible for the permit has changed.
If the name of the facility has changed, or if the ownership of the facility has changed,
do NOT use this form. Instead, you must rill out a Name -Ownership Change Form
and submit the completed form with all required documentation.
What does "legally responsible individual" mean?
The person is either:
• the responsible corporate officer (for a corporation);
• the principle executive officer or ranking elected official (for a municipality, state, federal or other public
agency);
• the general partner or proprietor (for a partnership or sole proprietorship);
• or, the duly authorized representative of one of the above.
1) Enter the permit number for which this change in Legally Responsible Individual ("Owner Affiliation")
applies:
Individual Permit
N c S
2) Facility Information:
Facility name:
Company/Owner Organization:
Facility address:
(or) Certificate of Coverage
N I d G 10 3 j 0 4 2 9
GKN Driveline
GKN PLC
6400 Durham Rd.
Address
Timberlake NC 27583
City State Zip
To find the current legally responsible person associated with your permit, go to this website:
hap://deg..ne. ov/about/divisionsteneW-mineral-land-resources/energy-mineral-land-permits/stormwater-program
and run the Permit Contact Summary Report.
3) OLD OWNER AFFILIATION that should be removed:
Previous legally responsible individual:
Dave
First
4) NEW OWNER AFFILIATION (legally responsible for the permit):
Person legally responsible for this permit:
Whetton
M 1 Last
Charles Hopkins
First M1 Last
SWU-OWNE RAFFJL-23March2417
Page I of 2

NPDES Stormwater Permit OWNER AFFILATION DESIGNATION Form
(if no Facility Name/Ownership Change)
5) Reason for this change:
A result of:
If other please explain:
Plant Director
Title
6400 Durham Rd.
Mailing Address
Timberlake NC 27583
City State Zip
charles.hopkins@gkndrive
36) 364-6200 line.com
Telephone E-mail Address
Fax Number
X Employee or management change
❑ Inappropriate or incorrect designation before
❑ Other
The certification below must be completed and signed by the permit holder.
PERNUTTEE CERTIFICATION:
1, Charles Hopkins, attest that this application for this change in Owner Affiliation (person legally
responsible for the permit) has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this form are not completed, this change may not be processed.
� 4 f/
Signature Date
PLEASE SEND THE COMPLETED FORM TO:
Division of Energy, Mineral, and Land Resources
Stormwater Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
For more information or staff contacts, please call [phone] or visit the website at:
http://deg.nc. ov/about/divisions/energy-mineral-land-resources/stormwater
Page 2 of 2
SWU-oWNERAFFIL-23Mar2017

A
��hA"A
NCDENR
Stormwater Discharge Outfall (SD4)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: htW7//Dortal.udenr.org./web/]yo/ws/su-in.pdessw#tah-4
CO3� 0 4�2"9�
Permit No.: l�/�/G /� / 3/ �/ �/ �/ Q/ or Certificate of Coverage No.: �N— -C/
Facility Name: GKN Driveline Roxboro
County: person Phone No. 1-336-364-6313
Inspector: Amy Hughes
Date of Inspection: _ 7 April 2016
Time of Inspection: 0704
Total Event Precipitation (inches): 0. 08 in
Was this a "Representative Storm Event" or ea r Storm Evea" as defined.' by the permit?
(See information below.) - r ?
40
M Ti
® Yes ❑ No a �
c7-a i
tmn � o
Please verify whether Qualitative Monitoring must be performed durin4 repmseh�r"ve storm
event" or "measureable storm event" (requirements vary, depending on ge permitJ.
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfalL The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signatur certify that this report is accurate and complete to the best of my knowledge:
nx ®®ex / 1/f
or Designee)
Page 1 of 2
5WU-242, Last modified 10/25/2012

1. Outfall Description:
_ Outfall No. 5 Structure (pipe, ditch, etc.) _Pipe _
Receiving Stream: UT to North Flat River '
Describe the industrial activities that occur within the outfall drainage area:
Shipping area with commercial semi --truck traffic
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Clear.
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No noticeable odor
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 0 ,3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
0 2 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
O 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes ©o
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
sWU-242, Last modified 10/25/2012

4� > GKN DRIVEUNE
GKN Driveline North America, Inc.
Roxboro Facility
6400 Durham Road
Timberlake, North Carolina 27583, USA
31 July 2018
Division of Water Quality
Surface617 Mail Service Center on Section
Raleigh, North Carolina 27699-1617
RECE Eo
OCT 15 20r3-
O�NR ���
4TORA4111ATER Q �!! T G
RE: STORMWATER DISCHARGE OUTFALL ANALYSIS AND LAB RESULTS
To Whom It May Concern —
During the month of July 2018, a grab sample was unable to be collected for the
GKN Driveline Roxboro Facility (General Permit NCG030000, Certificate of
Coverage NCG030429). Due to logistical reasons a sample could not be taken
during the prescribed timeframe. Sampling will occur during the next measurable
rainfall event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
James M. Wolak
EHS Coordinator
RECEIVEE)
'OCT 2 8.2018
OWR S CTiofS
ON
EXPECT>MORE

4rm> GKN DRIVEUNE
31 May 2018
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
GKN Driveline North America, Inc.
Roxboro Facility
6400 Durham Road
Timberlake, North Carolina 27583, USA
RECEIVED
JUL 16 2018
CEN- RAL FILES
DWR SECTION
RE: STORMWATER DISCHARGE OUTFALL ANALYSIS AND LAB RESULTS
To Whom It May Concern —
During the month of May 2018, a grab sample was unable to be collected for the
GKN Driv'One,- oro acility (General Permit NCG030000, Certificate of
Coverag NCG030429). Due to logistical reasons a sample could not be taken
during the meframe. Sampling will occur during the next measurable
rainfall event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
James M. Wolak
EHS Coordinator
EXPECT>MORE

cF
4� > GKN DRfVEUNE
08 February 2018
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
GKN Driveline North America, Inc.
Roxboro Facility
6400 Durham Road
Timberlake. North Carolina 27583, USA
RECEI\it%
MAR 0 12018
CENTRAL FILES
©WR SECTION
RE: STORMWATER DISCHARGE OUTFALL ANALYSIS AND LAB RESULTS
To Whom It May Concern —
During the month of Janurary 2018, a grab sample was unable to be collected for
the GKN Driveline Roxboro Facility (General Permit NCG030000, Certificate of
Coverage NCG030429). We had one measurable rain event, but due to logistical
reasons a sample could not be taken during the prescribed timeframe. Sampling
will occur during the next measurable rainfall event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
e�sa!
ak
EHS Coordinator
EXPECT>MORE

GKN DRIVEUNE
01 November 2017
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: STORMWATER DISCHARGE
To Whom It May Concern
GKN Driveline North America, Inc_
Roxboro Facility
6400 Durham Road
Timberlake, North Carolina 27583, USA
ALL ANALYSIS AND LAB RESULTS
During the month of Oc er 2017, a grab sample was unable to be collected for
the GKN a ro Facility (General Permit NCG030000, Certificate of
Coveia e N G030429) due to insufficient rainfall. Sampling will occur during the
next m surable ra' I event.
If you have any questions, please contact my office at your earliest convenience.
Thank you for your continued support of GKN Driveline's environmental, health,
and safety programs.
Respectfully submitted,
<;;)J, At'�
James M. Wolak
EHS Coordinator
RECEIVED
Nov -8 2017
SEARPITORMWATERMITTING
RECEIVED
NAZI 13 2017
CENTRAL FILES
DWR SECTION
EXPECT>MORE

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Dave Whetton
Gkn Driveline
6400 Durham Rd
Timberlake, NC 27583
Dear Permittee:
Division of Water Quality
Charles Wakild, P. E.
Director
December 4, 2012
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
GKN Driveline
COC Number NCG030429
Person 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 II 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 (httr):/Iportal.ncdenr.orp,/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
htt ortal.ncdenr.or web w ws su n dessw (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
Phone: [phone] FAX: P9-807-6492
Ir.' ,rnet: wwrw.ncwaterauality.org
An' nuN OppvWnity IAffirmative.�Ilan Emi,:oyer
Nne
orthCarolina
Natitralllf

Dave Whetton
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 50 mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections B, C: The monitoring parameter Oil & Grease (O&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
Raleigh Regional Office

v
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030429
STORM WATER
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,
Gkn Driveline
is hereby authorized to discharge stormwater from a facility located at:
GKN Driveline
6400 Durham Rd
Timberlake
Person County
to receiving waters designated as North Flat River, a class WS-III;NSW waterbody in the Neuse
River Basin in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, 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 41' day of December, 2012.
Cey
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 1, 2007
Chris Herrmann
GKN Automotive Inc
6400 Durham Rd
Timberlake, NC 27583
Subject: NPDES Stormwater Permit Coverage Renewal
GKN Automotive Incorporated
COO Number NCG030429
Person County
Dear Permittee:
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 stormwater 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 December 6, 1983.
The following information is included with your permit package:
• A new Certificate of Coverage
• A copy of stormwater General Permit NCG030000
• A copy of a Technical Bulletin for the General Permit
• Five copies of the Discharge Monitoring Report (DMR) Form
• Five copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater only, and it specifies your obligations with respect to stormwater
discharge controls, management, monitoring, and record keeping- Please review the new permit to familiarize yourself with all
the changes in the reissued permit.
The more significant changes in the General Permit since your last Certificate of Coverage include the following:
• Part I Section A — A new notation that the No Exposure Exclusion from permitting option may be available to the
permittee.
• Part I Section A — A new provision that facilities draining to 303(d) listed waters, or in watersheds with an approved TMDL,
may not be eligible for renewed coverage under the General Permit.
• Part II Section B Table 1 — An increased sampling frequency from once per year to twice per year.
• Part II Section B Table 3 — Benchmark concentrations now replace cutoff concentrations; the elimination of the option to
avoid sampling based on cutoff concentrations.
• Part 11 Section B — New provisions requiring the permittee to execute Tier One and Tier Two response actions, based on
the first benchmark exceedence (Tier One) and the second consecutive benchmark exceedence (Tier Two). Tier Two
requires that the permittee institute monthly monitoring instead of twice -per -year monitoring, until three consecutive
monitoring events show no benchmark exceedences.
• Part II Section B —A new provision that four exceedences of any particular benchmark will trigger increased DWQ
involvement in the permittee's stormwater management and control actions. DWQ may direct the permittee to apply for
an individual permit, or may direct the implementation or installation of specific stormwater control measures.
DWQ received a number of comments on a series of general permits similar to this one. A full response to comments can be
found at httpllncwaterquality.org/suAndustriaigpinfo.htm. Some comments resulted in permit modifications, others are
addressed in the response document or Fact Sheet. A few specific requests for clarification are addressed below.
1. What is the deadline for having a revised SPPP that reflects the provisions of the new General Permit? DWQ will require
that the permittee have a revised, complete SPPP no later than six months after the date of issue of that permittee's new
Certificate of Coverage.
2. Must analytical results be by a certified lab? What about pH measurements? All analytical results obtained to satisfy
NPDES permit requirements must be certified, as directed in North Carolina regulations at 15A NCAC 2H .0800, and as
administered by DWQ's Laboratory Section Certification Branch. This includes field pH measurements.
�` Carona
dYufi[��t!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.uslsuistormwater.htmt 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recydedll0%Post Consumer Paper

r
Permit Reissuance Letter — Permit NCG030429
Page 2
Your coverage under the General Permit is transferable only through the specific action of DWQ. The Division may require
modification and reissuance of the certificate of coverage.
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 Robert Patterson of the Central Office Stormwater
Permitting Unit at [phone], ext. 360.
cc: DWO Central Files
Stormwater Permitting Unit Files
Raleigh Regional Office
Sincerely,
for Coleen H_ Sullins

f
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030429
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,
GKN Automotive Inc
is hereby authorized to discharge stormwater from a facility located at
GKN Automotive Incorporated
6400 Durham Rd
Timberlake
Person County
to receiving waters designated as a UT to the North Flat River, a Class WS-III NSW water in the Neuse
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 November 1, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 1, 2007.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

OF W A T�4
O� �G
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
` AND NATURAL RESOURCES
DIVISION OF WATER QUALITY .
WETLANDS AND STORMWATER BRANCH
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
FAX: [phone]
PHONE: [phone]
TELECOPY TO:
� N (a I —
FAX NUMBER-
FROM -
PHONE. # OF PAGES INCLUDING THIS SHEET:
COMMENTS -

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 23, 2002
EMMA DELGADO
GKN AUTOMOTIVE INCORPORATED
6400 DURHAM ROAD
TIMBERLAKE, NC 27583
Subject: NPDES Stormwater Permit Renewal
GKN AUTOMOTIVE INCORPORATED
COC Number NCG030429
Person County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG030000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater 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 December 6, 1983.
The following information is included with your permit package:
* A new Certificate of Coverage
* A copy of General Stormwater Permit NCG030000
* A copy of the Analytical Monitoring Form (DMR)
* A copy of a Technical Bulletin for the general permit
Your coverage under this general permit is not transferable except after notice to DWQ. The Division 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 DENR or 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 Bill Mills of the Central Office Stormwater
and General Permits Unit at [phone], ext. 548
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
Stormwater & General Permits Unit Files
Raleigh Regional Office
VA
NCDENR
N_ C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1- 800-623-7748

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGO30000
CERTIFICATE OF COVERAGE No. NCGO30429
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,
GKN AUTOMOTIVE INC
is hereby authorized to discharge stormwater from a facility located at
GKN AUTOMOTIVE INCORPORATED
6400 DURHAM RD
TTM 3ERLAKE
PERSON COUNTY
to receiving waters designated as a UT to the North Flat River, a class WS-111 NSW stream, in the Neuse River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
11,111, IV, V, and VI of General Permit No. NCG030000 as attached_
This certificate of coverage shall become effective September 1, 2002_
"This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 23, 2002.
t�n.C/y .jam —
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
o�0F WA T�9QG
7
r
O `C
BETH PALMA
GKN AUTOMOTIVE INCORPORATED
6400 DURHAM ROAD
TIMBERLAKE, NC 27583
Dear Permittee:
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
December 27, 2001
Subject: NPDES Stormwater Permit Renewal
GKN AUTOMOTIVE INCORPORATED
COC Number NCG030429
Person County
Your facility is currently covered for stormwater discharge under General Permit NCG030000. This permit expires
on August 31, 2002. The Division staff is currently in the process of rewriting this permit and is scheduled to have
the permit reissued by late summer of 2002. Once the permit is reissued, your facility would be eligible for
continued coverage under the reissued permit.
In order to assure your continued coverage under the general permit, you must apply to the Division of Water
Quality (DWQ) for renewal of your permit coverage. To make this renewal process easier, we are informing you in
advance that your permit will be expiring. Enclosed you will find a General Permit Coverage Renewal
Application Form. The application must be completed and returned by March 4, 2002 in order to assure continued
coverage under the general permit.
Failure to request renewal within this time period may result in a civil assessment of at least $250.00. Larger
penalties may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility
without coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and
could result in assessments of civil penalties of up to $10,000 per day.
Please note that recent federal legislation has extended the "no exposure exclusion' to all operators of industrial
facilities in any of the 11 categories of "storm water discharges associated with industrial activity," (except
construction activities). If you feel your facility can certify a condition of "no exposure", i.e. the facilty industrial
materials and operations are not exposed to Stormwater, you can apply for the no exposure exclusion. For additional
information contact the Central Office Stormwater Staff member listed below or check the Stormwater & General
Permits Unit Web Site at http://h2o.enr.state.nc.us/su/stormwater.htmi
If the subject Stormwater discharge to waters of the state has been terminated, please complete the enclosed
Rescission Request Form. Mailing instructions are listed on the bottom of the form. You will be notified when the
rescission process has been completed.
If you have any questions regarding the permit renewal procedures please contact Joe Aibiston of the Raleigh
Regional Office at 919-571-4700 or Bill Malls of the Central Office Stormwater Unit at [phone], ext. 548
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
Raleigh Regional Office
e��
NCDENR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1-800-623-7748

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Qualify
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
January 23, 1998
Mr. Chris Herrmann
GKN Automotive, Inc.
6400 Durham Road
Timberake, North Carolina 27583
J 'T4 -
LT.KAA
J�J*
�EHNR
Subject: General Permit No. NCG030000
GKN Automotive, Inc.
COC NCG030429
Person County
Dear Mr. Chris Herrmann:
In accordance with your application for discharge permit received on November 25, 1997, 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
December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
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 Tony Evans at telephone number 919i733-5083
ext. 584.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY BENNETT
A. Preston Howard, Jr., P. E.
cc: Raleigh Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030429
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,
GKNIi Automotive, Inc.
is hereby authorized to discharge stormwater from a facility located at
GKN Automotive, Inc.
64W Durham Road
Timberlake, NC
Person County
to receiving waters designated as an unnamed tributary to North Flat River, Class WS Iii NSW in the Neuse River
Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, Q, III
and IV of General Permit No. NCG030000 as attached.
This certificate of coverage shall become effective January 23, 1998.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 23, 1998,
ORIGINAL SIGNED BY
BRADLEY BENNIFT*
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

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N OTE5 PAVING SCHEDULE:
I . All construction methods and materials shall conform to Person Proposed minimum pavement sections:
Standard Specifications and Details and the NC Plumbing Code. I " Asphalt Surface, 2" Asphalt Binder, G" ABC 5tone Pavement
2. Boundary and topographic information provided by a survey Section Light Duty Parking.
prepared by Glenn Brown PL5, Asheboro, North Carolina. 2" Asphalt Surface, 4" Asphalt Binder, 4" ABC Stone Pavement
3. Contractor shall coordinate construction with all utility providers for potential interference or 5ection Outside Tray Storage Area.
relocation of existing utilities. Contractor shall contact City / County Inspection Department, 8" Concrete, 4" ABC Stone Pavement Section
and Project Engineer prior to construction to schedule inspections as needed. Loading Dock Area.
4. All work within public rights of way shall be in accordance with NCDOT or 2" Asphalt Surface, 4" Asphalt Binder, 8" ABC Stone Pavement
Person County Standard Specifications and Details. Section Truck 5ervice Lane and Parking or Channelized truck Traffic
5. Water, Sewer and Power lines cross this property. Other utilities may as well,
This plan nor the base survey does not purport to show a complete inventory Minimum Sections are provided for reference only by GKN.
of these utilities or their locations at this level of planning at this time. No pavement design was performed to establish these sections.
No title search or complete property research was provided to us or was performed by Final pavement sections should be constructed per owner's
the surveyor, engineer or construction company. geotechnical engineering recommendations.
Plan Prepared for: Pavement specifications for dumpster approaches may be
Dodson and Chatman Construction, Inc. mandated by the municipality. Verify before finished grading is
324G Anthony Court completed.,�,�.
Burlmgton, NC 272 15 '>g
Contact: Dodson and Chatman via,
Phone 33G-229-0539
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T;-DT.1 T:DT. 2all
A 1 - PROPOSED
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ADDITION
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a,�i0i . .sr i*r > :4.It l T., i„ *7d.ch r9 m i :i d 1. �r"j e \oca ��
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EROSION CONTROL CALCULATIONS,
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ULOCO North Carolina One Call Center
1-800-632-4949
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LEGEND:
SURVEYORS LEGEND
LiMIt5 of Disturbance shall be a5 noted b "limit5 of disturbance"
Y
EIP --- EXISTING IRON PIPE
EIR --- EXISTING IRON ROD
NIP --- NEW IRON PIPE
Disturbed area proposed 15 2 acres.
R/W --- RIGHT OF WAY
C.P. --- COMPUTED POINT
q --- CENTERLINE
Limits Of Disturbance
W/L --- WATER LINE
S.S. --- SANITARY SEWER
T5T - Temporary Sediment Trap
M.H. --- MANHOLE
INV. INVERT
TD - Temporary Diversion
p rY
�H -OVERHEAD
ELEC. --- ELECTRIC
RCP --- REINFORCED CONCRETE PIPE
TC - Temporary Culvert
C.P.P. --- CORRUGATED PLASTIC PIPE
T.B.M. --- TEMPORARY BENCH MARK
---
3�— GUY WIRE
SF - 5 It Fence
S.R. --- STATE ROAD
RD. --- ROAD
CE - Construction Entrance
INT. --- INTERSECTION
ELEV, --- ELEVATION
IP - Inlet Protection
N/A --- NON APPLICABLE
U
UNG. --- UNDERGROUND
All construction methods and materials shall
PARCEL DATA
P conform to the NCDENR LQ5 5tandar015 and
measures shall be placed in best locatons based
Person County Tax information:
on field conditions.
A E
v1 2'�'ry of
Parcels Involved in this proposal
(reference Person County G15):
0902-08-89-0608.000
a2
0903-20-70-7306.000
9?, s
I
0903-04-70-4210.000
0903-04-70-40 14.000
(U.S. Hwy. If501)
Durham Road
r
foby SITE ado
arY®n
Not To Scale
VICINITY MAP
UTILITY WARNING
0902-08-79-5779.000 The location of underground utilities as shown hereon are based on above ground structures
9� 0902-02-79-4631.000 located from field survey information and recorded information. Location of underground
I
0902-08-79-5 190.000 utilities/structures may vary from location shown hereon. Additional buried utilities/structures gq may be encountered. No excavations were made during the process of this survey to locate
1 0902-08-79-6002.000 buried utllities/structures. This surveyor makes no guarantee that the underground utilities
shown comprise all such utilities in the area either in service or abandoned.
n;
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Erosion Control Note: This Project proposes to disturb (5
acres. Any project with disturbed acreage greater than I
acre will require a Sedimentation and Erosion Control Permit.
It shall be owner's responsibility to obtain those permits if
necessary to complete this project.
Any materials imported into or exported from this site shall
originate or be disposed of at a properly permitted site,
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Limits of disturbance are silt fence lines and temporary diversion ditches.
,goods Urwe � a'
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Temporary diversions shall be, lined with NAG575 or equivalent unless otherwise noted.
T6 _ —
s
,---' ,,/
fp°ved�
Place sediment traps in best location baked on field conditions.
M/R
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Site shall be stabilized with pert-nanent cover prior to fitting stormwater devices inside sediment traps.
06
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­7�oby Barton Rd. 60 RAV
DIVERSION T /-AB11 1
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NEW STABILIZATION TI 'fEFRAMES
Site Area Description
Stabilization
Tiiliefrarne Exceptions
` ) P rir-s-r_. 4 °k -s, s°.;vales, ditches and slopes
7 days
yore
a 1F[ 3 er.Q44ones
7 isype
None
Si
�_o?�es stee�i�r t�iri �"1
7
r C��t,�s�'
If slop -es, are 10" car ess in length nc are not
^� ('�:,,;
pp r p�� -�,.� ,tt r ,- are
s-',e ✓pe than L" .. e 4 ' 'a ys ar4s GrF 11f •i9-i+o,
Q Siope 3:1 or flatter
Y� All Cher areas -;.iih slo s •I tier th n 4A
�4 d a vs
•14 `i�
7 days fo- slopes a` -eater than 50' in lenoot7.
Nor. except -or pe is"ielei iiC� l IQa`��� Zones,
PERMITTING AND REVIEW PURPOSES
NOT APPROVED FOR CONSTRUCTION.
Cy-'
Departmental Approvals LL)
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0' 100, 2 00'
Graphic Scale
III _ 501
z 1993
Beariiras Token From
2 5
1-27-1 2
DATE
111= 50'
5CALE
CDH
DRAWN 6Y
RrV151ON5
5-2-2012
Constr n- Information
5-17-2012
Construction Information
6- 18-201 2 We Pond
Tray Storage [ Dock
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NOTE5
I . All construction methods and materials shall conform to the
North Carolina sediment Control Practice 5tandard5 and specifications
and City of Burlington Standard specifications.
2. All erosion control practices Shall be placed in the best location
based on field conditions.
3. Existing Conditions are Shown based on field surveys and best available record.
Any discrepancies shall be reported to the engineer immediately.
NARRATIVE
The project 15 located in Haw River, Alamance County, North Carolina. The site 15 being
graded to provide a proposed auto salvage yard suitable parking / storage. The site 15
currently open and 15 gently sloping at an approximate uniform grade of 5 to 20 %. The
Site drains towards the North as can be seen by the existing topography. Adjacent
property 15 owned by various 1nd1v1dua15 a5 shown a5 adjacent owners on the plan.
Clearing and Stripping operations beginning upon permitting. Near surface 50115 are
composed of USC5 type CL and ML. Anticipated rough grading completion date: Not
Known. Management Practices to remain in place until all contributing denuded areas
have been 5tabdlzed or practice5 can be replaced with permanent 5tructure5,
_ ��I�o■�■o■lool■��or.
I! '* T
Pfl,_5PE(-;NIVE VIEW
•
PRON.17 'VIEW
SKIMMER DETAIL
CONSTRUCTION SCHEDULE
I . Obtain plan approval and other applicable permits.
2. Flag clearing limits, limits of disturbance and designate tree save areas as needed.
3. Hold pre -construction meeting one week prior to initiation of any work.
4. Install construction entrance as shown. Install sediment fence a5 shown.
5. Construct temporary Sediment traps / ba5in5 in all phases as Shown on the plan.
G. Install temporary diversions and 5wale5 in all phases as shown to convey run-off to
sediment traps and vegetate the erosion control 5tructure5.
7. Complete site clearing and Strip topsoil only in current phase or as directed by engineer
8. Rough grade, construct drives and manicure all slopes.
9. Leave Surface slightly roughened and vegetate and mulch immediately
or 5tab111ze with erosion control materials per slope protection schedule.
10. Complete grading in the current phase. Install Storm drainage as appropriate.
I I . Install landscape berms, etc., permanently vegetate, mulch and landscape
all disturbed areas. Call for inspection as needed to complete each phase or section.
12. Remove all temporary sediment control measures, repair disturbed areas,
and vegetate, or rip rap and place permanent 5tructure5.
Call project engineer for mspection.
13. Extend storm drains, remove temporary sediment traps, install flared end sections
in areas where temporary sediment traps and competition of Storm drainage conflict.
Install permanent erosion control measures in these areas.
14. Construct BioRetention Cells only after all other parts of the site and the contributing
drainage areas are stabilized.
15. Call for inspection.
EROSION CONTROL MEASURES, DETAILS (NT5.)
FRONT VIEW
M111111 C
OLT Ma Owww FNROD
-IMR �T �MM DRMIAO[ MCA
OOp NOR On® ACK MO MMW N
FLL /TAP[ as M•c
MEW OF lm RM
1e
• M O M dr >LT
OM M
N&
-W @ OLT MW NOW 10 K V MOI d" .
,i
'�
T
-Y/MRMI M DOIMlI®K OIL! OR 1100610R
KAK
, �On am no
Y�MMM10110R +
SIDE VISill 1"
EW
NCDEHNR DLR 6M E&SC
STANDARDS STANDARD TEMPORARY SILT FENCE DETAIL FROIN.
OUTLET PIPE and FES
Length, Width and Thickness as Specified
- R - RAP -
a�RON
. 1-RIFaIF3ifIF11FI1Fa1F 11109IFI1 _ FILTERBLANKET
SOIL
NONWOVEN GEOTEXTILE
SEEAPPROPRIATESCHEDULE FOR DIMENSIONS
A filter blanket or ffter fabric should be Installed between rip rap and foundation soKs
Apron to be keyed Into soft a depth equal to D50
PiPE OUTLET PROTECTION
STANDARDS
SEEDING SCHEDULE (5EA50NAL)
AREA DE5CRIPTION 5EA50N 5EEDING MIXTURE SEEDBED SEEDING MULCH MAINTENANCE NOTES
PREP. METHOD
steep Slope Area
Pall
Tall fescue 1001blac,
5P- I
5M-1
MU- I
MA-1
(5-20 to
Kobe lespedeza I Olb/ac.
10-25)
Bahiagra55 251b/ac.
Rye gram 401b/ac.
2. Low Mnt. Area
Pall
Tall fescue I OOlblac.
5P-4
5M-2
MU-2
MA-
(5-20 to
Kobe lespedeza I Olblac.
10-25)
Bahiagra55 251b/ac.
Rye grain 401b/ac.
Steep slope, Area
Winter
Rye gram 120IWzic.
5P-4
5M-2
MU- I
NIA- i
(I 0-25 to
1-31)
2. Low Mint. Area
Winter
Rye grain 1201b/ac.
5P-4
5M-2
MU-2
MA- I
( I 0-25 to
1-31)
I . Steep Slope Area spring Tall fescue I OOIb/ac. 5P- 1 SM- I MU- I MA- I
(C2-1 to Kobe lespedeza 10lblac.
04-1 5) 5ahiagra55 251b/ac.
Rye gram 401b/ac.
2. Low Mnt. Area Spring
Tall fescue 1001blac. 5P-4 5M-2 MU-2 MA-1
(02-01 to
Kobe lespedeza I Olb/ac.
04-1 5)
5ahiagra55 251b/ac.
Rye grain 401b/ac.
Steep slope Area 5ummer
German millet 401b/ac. 5P-2 5M-2 Mu- I MA-5
(04- 1 5 to
08-20)
2. Low Mnt. Area summer
Tali fescue I OOlblac. 5P-4 5M-2 MU-2 MA-1
(04- 1 5 to
Kobe lespedeza 101b/ac.
05-20)
Bermudagra55 151blac.
German Millet 1 Olb/ac.
a/Jt , R. RAPIQ� hltl /�
AM -
/PERSPECTIVE VIENO SCAM
@!f. !NL [,C.) �Olf 610RAQ F�L 11161T ORAM6 R W W FILM
1 Mf11 OEM
"f �noa0 s10RA0[ ms 1� 1w NrwJwll R mmm m Pm*=T Dana PM Imm
VAT DRAM 10 ACTH 00 LM
\ MATIMK
r
0,0 1 RH-AAP M1i, FAMO K' PW MAX.
IeM O MMM,® sw
Am= OFArbow YAX. >®0lTt OV7KalMi Mir Pam
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCAT E
NCDOT l I GRAVEL & RIP RAP HORSESHOE INLET BASIN
STANDARDS FOR EXISTING PIPER INVERTS 89701 - A
VEGETATE RIDGE IMMEDIATELY
AFTER CONSTRUCTION UNLESS
DIVERSION WILL BE iN PLACE
LESS THAN 30 VOiK W,.*ZS`
PROTECTED AREA
" 2 i SLOPE (MAX)
CROSS SECTION
FLOW
UPSLOPE TOE POSI
TIVE TiVE GRADE NOT TO EXCEED 2.OX
SIDE SLOPES
2 : 1 (MAX)
PROTECTED AREA
PLAN VIEW
NCDEHHNRRDLR TEMPORARY DIVERSION DITCH
STANDARDS `1991
I1111M
L TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT
AM ALONG STREAMS TO INTERCEPT FLOW AND/M DIVERT TO A CONTROLLED OUTLET.
S SILT SMALL BE REMOVED WHEN SILT BITCH IS ONE-HALF FULL
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EBU"ENT Olt COVERED BY FILL
1t�, -I 2' M K
TD / CH
STANDARDS
WASTE MATERIAL-COWACT,
SEED
LOFICONSTRUCT� DITCH
-�r
TEMPORARY CHANNEL
W 6RN.
BUT SUFFICIENT TO KEEP
1. PUT SILT FE'HCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SiTE
TO ENSURE CONSTRUCTION ENTRANCE tS USED.
y C;` p, y. in yrC�
4 „+EST" i. %rY, +r �4
2 F CONSTRUCTION ON THE STES ARE .SUCH THAT
THE WA IS HOT REMOVED BY THE MICLE TRAVEL-
+,iaa ;• :r..ti:�. s *{r.
t►re � 3` STORE TO BE USED �T
I r OR WIDTH OF
NNO OVER THE STORE. THEN THE 'RRES OF THE
EX611I NO
,,,'s 4 STONE OR RAILROAD{.PROPOSM
ypip� MST DE WASHED BEFORE ENTEPoNO THE
PUBUC ROAD
ROADWAY
C�a:;`/$r�„'BALLAS7)�°". VyW„;irr«?yA1
IS
A�hI'1'"�'.r}) s.Ra'T•L+'zrs+ tttr':
?ti►>t!': St��Zr .tT.P,'1'1>r �ta.h�E b''••
GREATER.
'.iT;�r�E�.TiA'k�X+C+•yS.YO M`� �'"� 1��f*j
NCDEHNER
STANDARDS
CONSTRUCTION ENTRANCE FEB.I"I II STANDARDS
ma, FM
MAINTENANCE PLAN
I . All erosion and sediment control practices shall be checked at the end of each run-off producing
rainfall event but no less than once per week. Any needed repairs shall be, made to maintain practices
as designed.
2. 5edlment shall be removed from traps when storage capacity has been reduced to approximately
507o design capacity.
3. All seeded areas shall be fertilized, reseeded and mulched according to specifications In the
vegetative plan to maintain a vigorous, dense vegetative cover.
RE5PON5113ILITY
I . All installation � maintenance of erosion and 5edlment control practices 15 the re5pon5lblhty of the owner.
2. Vegetative cover on exposed slopes shall be implemented within fifteen (1 5) days following
any phase of grading.
3. Permanent vegetative cover shall be installed within ( 1 5) working days or (90) calendar days
(whichever is Shorter) following completion of construction or development.
4. Contractor grading site shall be responsible for maintenance of erosion control measures unless
arranged otherwise by owner.
Seedbed Preparation (5P):
Yearly Temporary Siceditiq 5chedule
Winter and Early Spring (December I to February 26):
Fertilizer: 10-10-10 at 700-1 ,000 lb/acre
Seed: Rye (grain) 120 Ib/acre and Annual
lespedeza 50 lb/acre
Mulch: 4,000 lb/acre straw
Summer (March I to September 5):
Fertilizer: same and add 2,000 Ib/acre
agricultural limestone
Seed: German Millet 40 Ib/acre
Mulch: Same
Fall (5eptember 6 to November 30):
seed: Rye (grain) 120 Ib/acre
Fertilizer: same
Mulch: same
Inspection of Erosion Control Measures Note:
Perimeter measures ie: silt fence with outlets, construction
entrance, diversion berms and basin installed and seeded pros
to any remaining grading operation. Completed perimeter
measures and basin must be observed by erosion
representative prior to additional grading operations.
5P- 1 Fill slopes 3: 1 or steeper to be seeded with a hydraulic seeder (permanent seedmgs)
Mulch (MU):
MU- i Slopes 3: 1 or steeper
i . Leave Last 4-6 inches of fill loose and uncompacted, allowing rocks, roots, large clods and
In mid -summer, late fall or winter, apply I OOIb/ 1 ,000 sf. gram straw,
other debris to remain on the slope.
cover with netting and staple to the 51ope. In spring or early fall
2. Roughen 510pe faces by making grooves of 2 to 3 inches deep, perpendicular to the slope.
use 451b/ 1 ,000 5f. wood fiber in a hydro5eeder Slurry.
3. Spread lime evenly over slopes at rates recommended by soil tests.
MU-2 Temporary 5eedngs
5P-4 Gentle or flat 5iope5 where topsoil 15 not used.
Apply 901b/ I ,0005f. grain straw and tack with I I gal./ I ,0005f. asphalt.
I . Remove rocks and debris.
Maintenance (MA):
2. Apply lime and fertilizer at rates recommended by 5011 test; spread evenly and incorporate into
MA- I Refertilize in late winter or early spring and mow as desired.
the top G" with a disk, chisel plow, or rotary tiller.
3. Break up large clods and rake into a loose, uniform seedbed.
MA-5 Topcire55 with 50lb/acre nitrogen in March. if cover 15 needed
4. Rake to loosen surface just prior to applying seed.
through the following summer, overseed with 50lb/acre Kobe
lespedeza.
Seeding Methods (5M):
5M- I Fill slopes 3: 1 or steeper (permanent 5eedings)
Use hydraulic seeding equipment to apply Seed and fertilizer, a wood
fiber mulch at 45Lb/ 1 ,000 sf., and mulch tackifier.
5M-2 Gentle or flat 51ope5 or temporary seedmgs.
i . Broadcast seed at the recommended rate with cyclone seeder,
drop Spreader, or cultipacker seeder.
2. Rake seed into the soil and lightly pack to establish good contact.
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NOTES
I . All construction methods and materials shall conform to the
North Carolina Sediment Control Practice Standards and Specifications
and City of Burlington Standard Specifications.
2. All erosion control practices shall be placed in the best location
based on field conditions.
3. Existing Conditions are shown based on field surveys and best available record.
Any discrepancies shall be reported to the engineer immediately.
NARRATIVE
The project is located in Haw River, Alamance County, North Carolina. The Site is being
graded to provide a proposed auto salvage yard suitable parking / storage. The site is
currently open and is gently sloping at an approximate uniform grade of 5 to 20 %. The
site drains towards the North as can be seen by the existing topography. Adjacent '
property is owned by various individuals as shown as adjacent owners on the plan.
Clearing and stripping operations beginning upon permitting. Near surface sods are
composed of U5C5 type CL and ML. Anticipated rough grading completion date: Not
Known. Management Practices to remain in place until all contributing denuded areas
have been stabilized or practices can be replaced with permanent structures.
MIL
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SKIMMER DETAIL
CONSTRUCTION 5CHEDULE
1 . Obtain plan approval and other applicable permits.
2. Flag clearing limits, limits of disturbance and designate tree save areas as needed.
3. Hold pre -construction meeting one week prior to initiation of any work.
4. Install construction entrance as shown. Install sediment fence as shown.
5. Construct temporary sediment traps / balms in all phases as shown On the plan.
G. Install temporary diversions and swales in all phases as shown to convey run-off to
sediment traps and vegetate the erosion control structures.
7. Complete site clearing and strip topsoil only in current phase or as directed by engineer.
8. Rough grade, construct drives and manicure all slopes.
9. Leave surface slightly roughened and vegetate and mulch immediately
or stabilize with erosion control materials per slope protection schedule.
10. Complete grading in the current phase. install storm drainage as appropriate.
1 1 . Install landscape berms, etc., permanently vegetate, mulch and landscape
all disturbed areas. Call for inspection as needed t0 complete each phase or section.
12. Remove all temporary sediment control measures, repair disturbed areas,
and vegetate, or rip rap and place permanent structures.
Call project engineer for inspection.
13. Extend storm drains, remove temporary sediment traps, install flared end sections
in areas where temporary sediment traps and competition of storm drainage conflict.
Install permanent erosion control measures In these areas.
14. Construct BioKetention Cells only after all other parts of the site and the contributing
drainage areas are stabilized.
15. Call for inspection.
ER0510N CONTROL MEASURES DETAILS (NT5.)
Sim POST
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SIDE VIEW
NCDEHNR DLR Ea
STANDARDS STANDARD TEMPORARY SILT FENCE DETAIL F6M Sc
E&SC.
OUTLET PIPE and FES
LwVt(h,, Width and Thickness as Speclfled
1
-- RIP d1 RAP I
^FIIFIiPJIE�ik'NIAIFIIP 11P91FgJfijjjjj�FILTER BLANKET
SOIL OR
NONWOVEN GEOTEXTILE
NOTESI
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
A fitter blairil or filter fabric should be Installed between rip rap and foundation salts
Apron to be keyed Into soil a depth equal to D50
PIPE OUTLET PROTECTION
STANDARDS
SEEDING 5CHEDULE (5EA50NAL)
AREA DE5CRIPTION
5EA50N
5EEDING MIXTURE SEEDBED
SEEDING
MULCH
MAINTENANCE NOTES
PREP.
METHOD
1. Steep 51ope Area
Fall
Tall fescue I OOIb/ac. 5P-1
5M- I
MU- I
MA-1
(8-20 to
Kobe lespedeza I Olb/ac.
10-25)
Bahiagrass 25Ib/ac.
Rye grain 401b/ac.
2. Low Mnt. Area
Pall
Tall fescue 1001b/ac. 5P-4
5M-2
MU-2
MA-1
(8-20 to
Kobe lespedeza I Oib/ac.
10-25)
Bahiagrass 25Ib/ac.
Rye gram 401b/ac.
I . Steep 51ope Area
Winter
Rye grain 1 201b/ac. 5P-4
5M-2
MU- I
MA- I
(10-25 to
1 -3 1)
2. Low Mnt. Area Winter Rye gram i 201b/ac. 5P-4 5M-2 MU-2 MA- i
(10-25 to
1-31)
I , steep slope Area spring
Tall fescue I OOIb/ac.
5P- 1
5M- I
MU- I
MA- I
(02-1 to
Kobe lespedeza I Olb/ac.
04-1 5)
Bahiagrass 25Ib/ac.
Rye grain 401b/ac.
2. Low Mnt. Area spring
Tall fescue 1001b/ac.
5P-4
5M-2
MU-2
MA- I
(02-01 to
Kobe lespedeza 101b/ac.
04- 1 5)
Bahiagrass 25Ib/ac.
Rye grain 401b/ac.
I . Steep 51ope Area summer
German millet 401b/ac.
5P-2
5M-2
MU- I
MA-5
(04-1 5 to
08-20)
2. Low Mnt. Area Summer
Tall fescue i OOIb/ac.
5P-4
5M-2
MU-2
MA-1
(04- 1 5 to
Kobe lespedeza I Olb/ac.
08-20)
Bermudagrass 151b/ac,
German Millet 101b/ac.
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SECTION THRU BASIN. FILTER AND CULVERT PIPE
NO SCALE
NCDOT GRAVEL & RIP RAP HORSESHOE INLET BASiN
STANDARDS
FOR EXISTING PIPER INVERTS e9�.oi - A
PROTECTED AREA
SIDE SLOPES
2, 1 (MAX.)
VEGETATE AFTlOt CONSTRUCT UNLESS
DIVERSION X IN PLACE
LESS THAN30
ti- 2:1 SLOPE (MAX)
CROSS SECTION
FLOW
UPSLOPE TOE ----,POSITIVE GRADE NOT TO EXCEED 2.OX
2r
PROTECTED AREA
PLAN VIEW
NCDEHNR DLR TEMPORARY DIVERSION DITCH c
STANDARDS Fes• Ii1
»
L TEMPORARY SILT DITCH TO IE USED WHERE TOE OF FILL SLOES EXCEEDS 3 FEET IN VERTICAL HEIGHT
AND ALONG STREAMS TO INTERCEPT FLOW AND/Olt DIVERT TO A CONTROLLED OUTLET.
Z, SILT SMALL S REMOVED WHEN SILT DITCH IS ONE-HALF FULL,
I DITCH SHALL DE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
IB'
TO / CH
STANDARDS
WASTE MATERIAL -COMPACT.
CT,
SEED b MULCH AFTER
CONSTRUCTION OF DITCH
TEMPORARY CHANNEL
r MIN.
W MK
BUT SURVENT TO VEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE 70 ENSURE CONs1RUCT10N ENTRANCE E USED.
~tili;iY Niw .4t,o rn lh 'M'St�. L F CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD iS NOT REMOVED BY THE MME TRAVEL-
w wL ^tA w:r.. 1.e• p, NO HEN OVER THE SLOE. TTHE TRIES OF THE
3' STONE 1D BE USED « VO4CLES MUST BE WASHED BEFORE ENIERINQ THE
EE>gS�TiIING FtVi �suRaE s}T t .HwtRo�Ds• PROPOSED
IsR�'
BALLAST) aWEMHICHER PUBLIC ROAD
0
NCDEHNER DLR
STANDARDS
CONSTRUCTION ENTRANCE �I99I I STANDARDS
MAINTENANCE PLAN
I . All erosion and sediment control practices shall be checked at the end of each run-off producing
rainfall event but no less than once per week. Any needed repairs shall be made to maintain practices
as designed.
2. Sediment shall be removed from traps when storage capacity has been reduced to approximately
50% design capacity.
3. All seeded areas shall be fertilized, reseeded and mulched according to 5peclflcatlon5 In the
vegetative plan to maintain a vigorous, dense vegetative cover.
RE5PON51DILITY
1. All installation t maintenance of erosion and sediment control practices is the responsibility of the owner
2. Vegetative cover on exposed slopes shall be implemented within fifteen (1 5) days following
any phase of grading.
3. Permanent vegetative cover shall be installed within ( 1 5) working days or (90) calendar days
(whichever Is shorter) fallowing completion of construction or development.
4. Contractor grading site shall be responsible for maintenance of erosion control measures unless
arranged otherwise by owner.
VEGETATIVE FLAN
Seedbed Preparation (SP):
Yearly Temporary 5eeding Schedule
Winter and Early Spring (December I to February 28):
Fertilizer: 10-10-1 0 at 700-1 ,000 Ib/acre
Seed: Rye (grain) 120 lb/acre and Annual
lespedeza 50 Ib/acre
Mulch: 4,000 Ib/acre straw
Summer (March I to September 5):
Fertilizer: same and add 2,000 Ib/acre
acjricultural limestone
Seed: German Millet 40 Ib/acre
Mulch: same
Fall (September G to November 30):
Seed: Rye (grain) 120 Ib/acre.
Fertilizer: same
Mulch: same
Inspection of Erosion Control Measures Note:
Perimeter measures le: slit fence with outlets, construction
entrance, diversion berms and basin Installed and seeded prior
to any remaining grading operation. Completed perimeter
measures and basin must be observed by erosion
representative prior to additional grading operations.
SP- 1 Fill slopes 3: 1 or steeper to be seeded with a hydraulic seeder (permanent seedings) Mulch (MU):
MU- I Slopes 3: 1 or steeper
1. Leave Last 4-G inches of fill loose and uncompacted, allowing rocks, roots, large clods and In mid -summer, late fall or winter, apply I OOIb/ 1 ,000 sf. grain straw,
other debris to remain on the slope. cover with netting and staple to the slope. In spring or early fall
2. Roughen slope faces by making grooves of 2 to 3 inches deep, perpendicular to the slope. use 451b/ I ,000 sf. wood fiber 1n a hydroseeder slurry.
3. Spread lime evenly over slopes at rates recommended by 5011 tests.
MU-2 Temporary Seedings
SP-4 Gentle or flat slopes where topsoil is not used. Apply 9011211 ,0005f. grain straw and tack with I i gal./ i ,0005f. asphalt.
1. Remove rocks and debris. Maintenance (MA):
2. Apply lime and fertilizer at rates recommended by 5011 test; spread evenly and incorporate into MA- I Refertilize in late winter or early spring and mow as desired.
the top G" with a d15k, chisel plow, or rotary tiller.
3. Break up large clods and rake into a loose, uniform seedbed. MA-5 Topdress with 501b/acre nitrogen In March. If cover 15 needed
4. Rake to loosen surface just prior to applying seed. through the following summer, overseed with 50lb/acre Kobe
lespedeza.
Seeding Methods (SM):
SM- I Fill slopes 3: 1 or steeper (permanent seedings)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood
fiber mulch at 45Lb/ 1 ,000 sf., and mulch tackifier.
5M-2 Gentle or flat slopes or temporary seedings.
1. Broadcast seed at the recommended rate with cyclone seeder,
drop spreader, or cultlpacker seeder.
2. Rake seed into the soil and lightly pack to establish good contact.
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TREE PROTECTION FENCE
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STANDARD INLBT P11140iE10710N
Silt F
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Steel Fence Post
Wire Fence
Filter Fabric
Hardware Cloth On Ground
Filter of 1" Diameter
Washed Stone
Bwy Wire Fence and Hardware Cloth
SECTION
C $(09$8p Slop 860 C60860 860 860 880 88 POI88(k0
pp OF4 b
p 96
UJ
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Top of Silt Fence Must FRONT NEW
Be at Least 1' Above
the Top of the Washed
Stone
Bury Wire Fence.
Filter Fabric
Steel Fence Post Set Max. 2' Apart and Cloth in Hardware
wench
SiLT FENCE OUTLET
r&W__J rNMEW-1 I SCALE DETAIL -
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