NCG200447_COMPLETE FILE - HISTORICAL_20110719

- STORMWATER-DIVISION CODING SHEET-
RESCISSIONS .
PERMIT NO..
NCB c),D f y
DOC TYPE .
YCOMPLETE FILE - HISTORICAL
DATE OF
RESCISSION
❑ "D7
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
July 19, 2011
Gerald Matthews
Asheville Metal Recycling - Asheville Metal Recycling
339 Lymon St
Asheville, NC 28802
Dear Permittee:
Dee Freeman
Secretary
Subject: Rescission of NPDES Stormwater Permit
Certificate of Coverage Number NCG200447
Asheville Metal Recycling - Asheville Metal Recycling
Buncombe County
On 1/12/201 1, the Division of Water Quality received your request to rescind your coverage under
Certificate of Coverage Number NCG200447. In accordance with your request, Certificate of Coverage
Number NCG200447 is rescinded effective immediately.
Operating a treatment facility, discharging wastewater or discharging specific types of stormwater to
waters of the State without valid coverage under an NPDES permit will subject the responsible party to a
civil penalty of up to $25,000 per day. It is the intention of DWQ that enforcement proceedings will
occur for persons that have voluntarily relinquished permit coverage when, in fact, continuing permit
coverage was necessary. If, in retrospect, you feel the site still requires permit coverage, you should
notify this office immediately. Furthermore, if in the future you wish to again discharge to the State's
surface waters, you must first apply for and receive a new NPDES permit.
If the facility is in the process of being sold, you will be performing a public service if you would inform
the new or prospective owners of their potential need for NPDES permit coverage.
If you have questions about this matter, please contact Brian Lowther at [phone], or the Water
Quality staff in our Asheville Regional Office at NPDES SW.
cc: Asheville Regional Office
Stormwater Permitting Unit
DWQ Central Files - w/attachments
Sincerely,
for Coleen H. Sullins, Director
ti
Fran McPherson, DWQ Budget Office - please waive applicable fees.
r�
Wetlands and Stormwater Branch ' -
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91 M07-64941 Customer Service: 1-877-623-6748
Internet: www,ncwaterquality.org
An Equal Opportunity 1 A((vmative Acton Employer - ^—
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JUL 21 2011
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NCDENR
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
March 30, 2011
Gerald Mathews
Asheville Metal Recycling
144 Caribou Road
Asheville, NC 28803
Division of Water Quality
Coleen H. Sullins
Director
Subject: Rescission Request / No Exposure Certification
NCG200447
Asheville Metal Recycling
Buncombe County
Dear Mr. Mathews:
_ LFILE CC^Y
Resources
Dee Freeman
Secretary
The Division has received your request for rescission of the subject Industrial Stormwater permit for scrap metal
industries. A site visit was conducted on March 8, 2011 in response to your request.
Inspection of your facility identified one area of materials exposed to stormwater; otherwise, all industrial activity
appears to occur under roof. Since the site visit, modifications seen to by Terisa Moore have provided the
opportunity to receive a No Exposure Certification (NE). Upon issuance of the NE, rescission of permit
NCG200447 will be possible.
To receive approval of a No Exposure for your site, please complete the attached No Exposure Certification
form and submit it as directed.
Following approval of the NE, you are obligated to maintain no -exposure conditions at your facility. If
conditions change such that your facility can no longer qualify for a NE, you are obligated to immediately
obtain NPDES permit coverage for your stormwater discharge. Otherwise, the discharge becomes subject to
enforcement as an un-permitted discharge. Your NE does not expire. In order to help assure that your facility
stays in compliance with all of the conditions in the Certification, you must self -recertify your facility at least
annually. Please see the attachments for information on self -recertification.
Your conditional exclusion from permitting does not affect your facility's legal requirements to obtain
environmental permits that may be required under other federal, state, or local regulations or ordinances.
Location: 2090 U.S. Hghway 70, Swannanoa, Noah Carolina 28778
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.nowaterquality.or9
'One
Nortl Caeolina
Natura!!b,
An Equal Opportunity 1 Affirmative Action Employer

Gerald Mathews
March 30, 2011
Page 2 of 2
If you have any questions or need further information, please contact me at 828-296-4664, or at
chuck.cranfordnncdenr. eov.
Sincerely,
Chuck Cranford
Environmental Specialist
Surface Water Protection
Enc.
cc: Stormwater Permitting Unit/Ken Pickle, No -Exposure Files
ARO Files
S:\SWP\Buncombc\Stomwater\NCG20 Scrap MetahNCG200447_Asheville Metal Recycling\LTR_NE_03.28.1 Ldoc

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Storm Water Pollution Prevention Plan
For
Asheville Metal Recyclipg
339 Lyman Street
Asheville, NC 28802
Industrial Storm Water Permit: NCG200447
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Mountain Environmental Project Number 8 AME01-1 P
ffWOUNTAIN
Environmental Services, Inc.

J U N - 6 2008
Storm Water Pollution Prevention
Asheville Metal Recycling
339 Lyman Street
Asheville, NC 28802
APPLICABLE REGULATORY STATUTES & LAWS
SECTION
• CLEAN WATER ACT (CWA) — 33 USC 1251, 40 CFR PARTS 122, 124.
• NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM — 33 USC
1342.
• NORTH CAROLINA GENERAL STATUTE 143-215.1.
• NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, AND NATURAL
RESOURCES — DIVISION OF WATER QUALITY — GENERAL PERMIT NO.
NCG200000
RESPONSIBLE PERSONNEL
GERALD MATTHEWS
President
EMBER LATRELLA
Office Manager
IMPLEMENTATION DATE: May 30, 2008

TABLE OF CONTENTS
PAGE
MANAGEMENT APPROVAL AND IMPLEMENTATION
1
PREAMBLE
STATEMENT
I
1.0
SITE PLAN
3
2.0
STORM WATER MANAGEMENT PLAN
5
3.0
SPILL PREVENTION AND RESPONSE PLAN
7
4.0
PREVENTION MAINTENANCE AND GOOD HOUSEKEEPING
PROGRAM
11
5.0
EMPLOYEE TRAINING
12
6.0
RESPONSIBLE PARTY
12
7.0
FACILITY INSPECTIONS
13
8.0
STORM WATER DISCHARGE CHARACTERISTICS MONITORING
14
9.0
IMPLEMENTATION
15

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I MANAGEMENT APPROVAL AND IMPLEMENTATION
This Storm Water Pollution Prevention Plan (SWP3) and the associated Best
Management Practices (BMP's) are approved by the management of Asheville Metal
Recycling, Asheville, NC and will be implemented as described herein. it is understood
that in the event of an emergency event as described herein, the plan may be implemented
at the discretion of the company President or his designated alternate.
Signature: n� �X Date:-5LO0__ _
Name: Gerald Matthews Title: President
Preamble Statement
DATE: May 30, 2008
SUBJECT: SWP3 for Asheville Metal Recycling, Asheville, NC
DSTATE REGULATORY STANDARD: North Carolina General Statute 143-215.1.
BASIS
The federal Clean Water Act (CWA) prohibits any person from discharging pollutants
into a waterway from a point source unless a permit issued either by EPA or an
authorized state agency authorizes the discharge. The National Pollutant Discharge
Elimination System (NPDES) permit program forms the cornerstone of the federal
program.
DEFINITIONS
Storm water, defined in 40 CFR 122.26(b)(3) as "storm water runoff, snow melt, and
surface runoff and drainage" which is associated with industrial activity must discharge
through a point source.
Point source discharge of storm water; defined in Part VI (Definitions) of the North
Carolina Department of Environment and Natural Resources (NCDENR) Division of
Water Quality General Permit No. NCG200000 is "any discernible, confined and discrete
conveyance including, but not specifically limited to, any pipe, ditch, channel, turmel,
conduit, well, or discrete fissure from which storm water is or may be discharged to
waters of the state." Point source discharge may include storm water that flows off
facility property, channels into a naturally occurring ditch (es), and issues into a surface
water body.
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Storm water discharge, associated with industrial activity is defined by EPA, discharge
from any conveyance that is used for collecting and conveying storm water and that is
directly related to manufacturing, processing, or raw materials storage areas at an
industrial plant.
Storm Water Pollution Prevention Plan (SWP3), as defined in NCDENR's General
Permit No. NCG200000 is a comprehensive site -specific plan, which details measures
and practices to reduce storm water pollution, and is based on an evaluation of the
pollution potential of the site.
PURPOSE AND PLAN MAINTENANCE
The primary purpose of the SWP3 is to provide a step-by-step process for ensuring that
pollutants do not enter storm water discharges originating from the Asheville Metal
Recycling facility site in Asheville, NC. The SWP3 includes the use of Best Management
Practices (BMPs) — both non-structural and structural. As required under the NPDES
General Permit, BMPs are designed to prevent or minimize storm water exposure to
pollutants, and provide required degrees of sediment and erosion control.
REGULATORY COMPLIANCE
The requirement that Asheville Metal Recycling - Asheville develop and implement a
SWP3 is the most significant condition of compliance under the NCDENR Division of
Water Quality General Permit for storm water point source discharges associated with
scrap metal recycling facilities [standard industrial classification (SIC 5093]. The
Asheville Metal Recycling, Asheville certification number under NCDENR's General
Permit is NCG200447
ADMINISTRATION AND ENFORCEMENT
As authorized by EPA under the NPDES program, NCDENR's Division of Water
Quality administers and enforces the state's storm water discharge permit rules.
Violations of NPDES General Permit provisions under the Clean Water Act (CWA) can
bring administrative, civil, and criminal penalties punishable by fries up to $50,000 per
day of violation and/or imprisonment for not more than 3 years. Under North Carolina
law (NC General Statutes 143-215.6A), a daily civil penalty of not more than $10,000 per
violation may be assessed against any person who violates or fails to act in accordance
with the terms, conditions, or requirements of specific plan, which details measures and
practices to reduce storm water pollution, and is based on an evaluation of the pollution
potential of the site.
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FACILITY CONTACT INFORMATION
OWNER/OPERATOR INFORMATION
Asheville Metal Recycling
339 Lyman Street
Asheville, NC 28802
PERSON IN CHARGE OF FACILITY
Gerald Matthews - President
[phone] work hours
[phone] cell / non -work hours
EMERGENCY COORDINATOR
Gerald Matthews — Environmental Coordinator
[phone] work hours
[phone] cell / non -work hours
BACK-UP EMERGENCY COORDINATOR
Ember Latrella — Office Manager
[phone] work hours
[phone] cell / non -work hours
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1.0 SITE PLAN.
1.1 General Location and Map. Asheville Metal Recycling is located at 339 Lyman
Street in the city of Asheville, North Carolina (Buncombe County). The surrounding area
consists of industrial property and other commercial or public property.
Surrounding facilities include an air handling equipment manufacturer, an automotive
repair shop, a railroad roundhouse facility, a junk yard (indoor), and an insulation
company. The nearest significant body of water or navigable waterway is the French
Broad River, which runs northwest of the property line and is located across Lyman
Street from the subject site. The French Broad River is a navigable waterway of Western
North Carolina regulated under the authority of NCDENR's Division of Water Quality.
Appendix I is a 7.5 minute series USGS Topographic map that depicts an aerial view of
the facility in relation to transportation routes, surface waters, and other topographic
features. The Buncombe County Land Records Information is located in Appendix VI.
1.2 Description of Critical Practices and Activities. The facility is engaged in the
recycling of scrap metal. Processes conducted at the facility include receiving scrap
materials and parts, material handling, segregation and storage. The facility receives
scrap metal from the public during operations hours. The facility operates Monday
through Friday from 8:OOam to 5:00 pm and on Saturdays 8:OOam to 2:OOpm and
employs 6 people. The scrap items are sorted by metal type and placed in an appropriate
area. All metal scrap is weighed as it comes into the facility. The segregation process
includes identifying metal type and placing the metal in the appropriate container. The
storage containers vary in kind and size (e.g. aluminum is placed in large enclosed trailers
and other scrap is placed in cubic -yard boxes or may be stored in roll -off containers).
This facility does not perform any disassembly, accept, or recycle any automotive fluids,
or salvage any automotive parts for reuse. This facility does not accept automobiles for
recycle which allows them to minimize their potential for adverse impact on the
environment.
The facility is comprised of an office, scales and a storage area:
• The office is located in the southern portion of the property near the front entrance
to the facility from Lyman Street beside the scales.
• The remaining 2.98 acres is an elevated concrete surface used for metal
segregation and storage.
1.3 Site Maps. Maps contained in Appendix II, Storm Water Drainage, depict the
storm water drain systems for the Asheville Metal Recycling - Asheville facility.
The Appendix III map identifies buildings and grounds, and structural (BMP's).
The maps depict the location of all existing storm water collection structures, flow
channels and directions, and discharge points to the environment (Outfalls 001 —
004).
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1.3.1 Drainage system. The facility is located on a concrete surface with an
engineered gradient that channels storm water runoff into one or more exterior storm
water collection systems that discharge to the French Broad River.
1.3.2 Predicted Drainage Flow. As depicted in Appendices II and III, there are
several man-made features at the facility for storm water collection and discharge. The
property is graded and the perimeter is planted with grass, trees, and other landscaping to
channel drainage into the storm water collection systems. In addition, gravel roads and
employee parking and truck maneuvering areas are sloped to channel storm water and
non -storm water discharge into one of the 5 outfalls serving the property. Arrows
indicate predicted drainage flow.
Outfall 001: Storm water runoff is collected from the building's east lawn, outside
scrap storage pad, and lower parking lot and is channeled for discharge through
Outfall 001 located in the southeast quadrant of the property. Outfall 001 discharges
into the French Broad River which is located west of the facility. Discharge outfall is
located @ Latitude 35' 34' 31.49" N and Longitude 82' 33' 58.42" W.
• Outfall 002: Storm water runoff from the north east section of the open concrete
material storage slab is collected and channeled for discharge to the French Broad
River through Outfall 002. Discharge outfall is located @ Latitude 35' 34' 36.60" N
and Longitude 82' 33' 57.76" W.
• Outfall 003: Storm water runoff from the North end of the open concrete material
storage slab is collected and channeled for discharge to the French Broad River
through Outfall 003. Discharge outfall is located @ Latitude 35' 34' 38.65" N and
Longitude 82' 33' 59.77" W.
• Outfall 004: Storm water runoff from the northwest section of the open concrete
material storage slab is collected and channeled for discharge to the French Broad
River through Outfall 004. Discharge outfall is located @ Latitude 35' 34' 37.29" N
and Longitude 82° 34' 00.77" W.
• Outfall 005: Storm water runoff from west and central section of the open concrete
material storage slab is collected and channeled for discharge to the French Broad
River through Outfall 004. Discharge outfall is located @ Latitude 35' 34' 35.73" N
and 82' 34' 00.66" W.
1.3.3 Potential Areas for Storm Water Contamination
Scrap yard: Various parts which can not be salvaged are placed in containers or staged
on the concrete surface prior to off -site shipment as scrap steel. Storm water from this
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area could be potentially contaminated by rusting steel and residual oil and grease that is
remaining on the parts. These contaminants may contain iron oxides, solids, oil and
grease.
Parking lot: Employees and patrons park their vehicles in the gravel parking lot near
the facility entrance. Storm water from this area can be potentially contaminated by
leaking fluids from vehicles parked in this area. These contaminants may contain oil,
grease, mineral oils, antifreeze and solids.
1.3.4 Spill Prevention Measures
In an effort to minimize the potential contaminants and prevent negative storm water
impacts the facility management has decided that they will not accept automobiles, tires
or leaking batteries. The working and storage surface is on concrete with a privacy fence
and a vegetative cover around the perimeter. This vegetative buffer will significantly
reduce and remove potential storm water contaminants before having the opportunity to
leave the property and be discharged into the waterway. The parking lot has a gravel
surface as an effort to minimize storm water exposure to potential contaminants.
1.3.5 Risk Identification and Assessment: A risk identification and assessment has
been made of potential pollutant sources existing at facility areas. Potential SW exposure
is judged to be High (material often is delivered, handled, and/or stored outside and
uncovered), Medium (material is stored outside but is in a container), or Low (material is
used and/or stored inside).
• Category 1 - Loading/unloading operations
• Category 2 - Outdoor storage activities
• Category 3 - Significant dust or particulate generating processing
CAT
Significant
Potential
Pollution Source
Location
Potential
SW
Exposure
Past
Significant
Spill or Leak
1
Scrap metal parts
Concrete staging area
High
None
2
Scrap metal parts
Concrete staging area
Med
None
3
Parking area
Parking lot
Med
None
2.0 STORM WATER MANAGEMENT PLAN
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2.1 Feasibility Study: The Risk Identification and Assessment delineated in
Section 1.35 suggests that the highest potential for storm water exposure to contaminants
is during the loading/unloading operations on the concrete staging area. The best way for
the facility to reduce this risk is to provide spill kits in the work area so that when fluids
leak from parts, it will be cleaned up immediately and arrangements will be made for
appropriate disposal. As of the date of this plan the facility has taken measures to
minimize potential storm water exposure by implementing the following:
• The scrap yard will be inspected weekly for spills and leaks. Any spills or leaks
detected will be immediately cleaned with a dry absorbent material.
• To prevent excessive rusting of metal, scrap materials will be shipped off -site
within thirty days of entering the scrap yard.
• Oil absorbent socks will be placed in the outfalls.
• When feasible, scrap metal parts are segregated by type and stored in containers
such as cubic yard boxes on pallets or roll off boxes.
• The facility prohibits acceptance of automobiles.
2.2 Secondary Containment Schedule: Asheville Metal Recycling does not have
bulk quantities of liquid materials that would be covered by Section 313 of Title III of the
Superfund Amendments and Reauthorization Act (SARA) water priority chemicals. The
facility purchases 5 gallon containers of hydraulic oil and all types of oils are stored in
their original containers in a storage trailer to provide secondary containment. This
storage trailer is not directly connected to any storm water conveyance system. There
would not be an opportunity for storm water to enter this enclosed storage area. This
facility does not store one thousand three hundred twenty gallons or more of oil products
and is exempt from the requirements for a Spill Prevention Control and Countermeasures
(SPCC) plan. Where, in a 24 hour period, a release occurs containing a hazardous
substance (e.g., oil, hazardous materials, copper and/or storm water runoff tainted with
SARA Title III Section 313 water priority chemicals such as copper, chromium, lead,
nickel, sulfuric acid, etc.) in the amount equal to or in excess of the reportable quantity
(RQ) established under 40 CFR 117 or 40 CFR 302 for that hazardous substance, the
following compliance actions must take place. In addition, NCDENR defines that a spill
"...or any noncompliance which may endanger health or the environment" must be
reported within 24 hours" from the time of knowledge of the incident.
2.3 Best Management Practices (BMP) Summary: A combination of nonstructural
and structural BMP's have been implemented to minimize the potential for pollutants to
enter into the storm water draining from the Asheville Metal Recycling facility.
Structural BMP's are the following:
• Concrete pad for facility operations.
• Gravel parking lot.
• Perimeter vegetation surrounding property to prevent potential contaminant
exposure and serve as a buffer to storm water outfall areas.
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Non-structural BMP's are the following:
• The scrap yard will be inspected weekly for spills and leaks. Any spills or leaks
detected will be immediately cleaned with a dry absorbent material.
• To prevent excessive rusting of metal, scrap materials will be shipped off -site
within thirty days of entering the scrap yard.
• Oil absorbent socks will be placed in the outfalls.
• When feasible scrap metal parts are segregated by type and stored in containers
such as cubic yard boxes on pallets or roll off boxes.
• The facility prohibits acceptance of automobiles.
3.0 Spill Prevention and Response Plan: The Asheville Metal Recycling
Facility has incorporated both structural and administrative ,controls to protect
storm water from potential exposure to scrap yard related contaminants. These
measures should remove an estimated eighty percent of potential storm water
contaminants. The following constituents are associated with scrap yard
operations: iron, manganese, cadmium, copper, nickel, lead, zinc, and chromium. e
The facility's policy to prohibit acceptance of automobiles significantly reduces
the potential exposure of storm water to these contaminants.
3.1 General Spill Response Procedures.
• Response procedures during an on -site environmental emergency (including spill
detection and control for the release of oil, oil -based material, hazardous and non-
hazardous substance, or other potential pollutants) at the Asheville Metal
Recycling facility are managed by the Emergency Coordinator.
• Any spills of potential pollutants occurring at the facility shall be responded to
immediately, and the incident shall be recorded.
• Emergency response equipment necessary to contain spills, to prevent pollutants
from entering the storm water drainage system, and to clean up the spill area is
kept available for use at all times.
3.2 Spill Prevention and Controls. Procedures and controls intended to minimize
the chance of pollutants entering the storm water drainage system include:
• Care in loading/unloading containers at shipping/receiving loading area.
• Availability and close proximity of spill stations and absorbent material to the
loading areas where spills of exposed material could occur.
• Enforcing BMP work procedures to include (1) not allowing outside storage of
spillable materials, and (2) training employees to take extra care in loading trash
or debris into the metal scrap containers, so as to prevent spillage.
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• The facility provides employees with hands on training in spill prevention and
response, good housekeeping, proper material handling, disposal and control of
wastes.
• Training of Storm Water Pollution Prevention Team (SWPPT) personnel to
identify spilled material, and hazards to human health and the environment posed
by spills, to make prudent decisions, and to initiate correct response actions (e.g.,
emergency notifications, block spills from entering storm water drains and other
point sources, etc.)
3.3 Response Requirements. All Asheville Metal Recycling personnel shall take all
reasonable steps to minimize or prevent noncompliance (e.g., process bypass,
system changes, or other actions that could result in discharges of pollutants in
violation of General Permit No. NCG200000 requirements, etc.) that may
endanger public health or the environment. In general, actions upon discovering a
noncompliance situation shall include:
• Initial Notification. During work hours, immediately notify the Emergency
Coordinator. At a minimum, be prepared to tell the Emergency Coordinator, or
Back -Up Emergency Coordinator:
o Your name,
o Location and time of the spill or other noncompliance event
o Material discharged to the environment (Give process, Container
label, Substance, Color, Smell, etc.), and Approximate amount of
the discharge (judge by container size - I gal. can, etc.) or by floor
space covered (3 ft. diameter spill, an area of about one parking
space, etc.).
• Spill Control Actions. To prevent migration, the discharge source shall be
determined, leakage contained and/or stopped, and additional discharge
controlled. In no instance should any person, including SWPPT members,
attempt to stop or contain discharged material without proper training,
equipment, or backup personnel. Specific discharge control actions include:
o Response personnel shall initially use granular floor absorbent,
mats, pads, socks, and equipment from the nearest spill control
station or kits to contain the spill and, if necessary, channel any
liquid flow away from drains, or other external routes to soil or
surface water.
o For any discharge occurring, response personnel shall take
immediate measures to block discharged material from reaching
storm water drains.
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o Additional equipment and absorbent material shall be brought to
the area and shall be used as needed for discharge containment and
clean up.
• Emergency Coordinator Action. The Emergency Coordinator (or, in his
absence, a designated alternate) will determine if reporting a spill to outside
agencies is required. Where, in a 24 hour period, a release occurs containing a
hazardous substance (e.g., oil, hazardous materials, copper and/or storm water
runoff tainted with SARA Title III Section 313 water priority chemicals such
as copper, chromium, lead, nickel, sulfuric acid, etc.) in the amount equal to
or in excess of the reportable quantity (RQ) established under 40 CFR 117 or
40 CFR 302 for that hazardous substance, the following compliance actions
must take place. In addition, NCDENR defines that a spill "...or any
noncompliance which may endanger health or the environment" must be
reported within 24 hours" from the time of knowledge of the incident.
Step 1: Report the potential water pollution incident to the 24-hour NCDENR
Emergency Spill Response Hotline at 1-800-858-0368 and the EPA 24-hour
National Response Center at 1-800-424-8802. Make the initial report and
provide more information in follow-up calls if necessary.
Step 2: A written submission must be provided to the North Carolina
Division of Water Quality, Storm Water and General Permits Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617 (Phone: [phone], Fax: 919-
733-0719) within 5 days of knowledge of the potential pollution discharge
event, the written submission shall contain the following information:
o A description of the noncompliance incident and its causes,
o The period of noncompliance, including exact dates and times,
o If the noncompliance has not been corrected, the anticipated time
when compliance is expected, and
o Steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance event.
Step 3: Within 14 calendar days of knowledge of the release, a written report
of the incident must be submitted to EPA Region 4, 61 Forsyth Street, S.W.,
Atlanta, GA 30303-3104. The report must describe the following elements:
o The release (type and amount of material released),
o Date release occurred,
o Circumstances leading to the release, and
o Steps and measures taken to prevent the reoccurrence of the release
and to improve response if appropriate.
Step 4: Within 14 calendar days of knowledge of the release, the SWP3 shall
be reviewed to identify measures to prevent reoccurrence and to improve
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response to such releases. The SWP3 is to be modified where appropriate.
Section 4.4 (Spills and Leaks) of the SWP3 will be updated to include listing
of the release event.
3.4 Storm Water Pollution Prevention Team (SWPPT). The SWPPT is headed by
the Environmental Coordinator. Administrative responsibilities of the SWPPT
are to assist the Emergency Coordinator to develop, implement, and maintain
proficiency in the Spill Prevention and Response Plan (SPRP) segment of the
overall SWP3. Operational responsibilities of the SWPPT include taking action
to ensure (through a program of training, and periodic facility inspections) that
methods are being taken to minimize the risk of storm water pollution and
responding to incidental spills or leaks that could infiltrate the facility's storm
water system. The members of the team and their primary responsibilities are
tabulated below:
Name
Contact Information
Responsibilities
Gerald Mattews
350-1002 work
• Emergency Coordinator
Environmental Coordinator
cell
. SWPPT Leader
Ember Latrella
350-1002 work
• Back -Up Emerg Coord
Back-up Coordinator
cell
. Alternate SWPPT Leader
350-1002 work
• SWPPT Member
Amber Garrett
350-1002 work
• SWPPT Member
Denny Luther
350-1002 work
. SWPPT Member
Gary Luther
3.5 SWPPT Methodology. The SWPPT will train, prepare and, during a spill
incident, work to prevent and eliminate all forms of pollution, especially those
that could infiltrate the facility's storm water collection system.
3.6 Additional Response and Reporting. Spills or leaks involving oil or oily
substances defined and regulated by 40 CFR Part 112.2 may require additional
emergency response, contact/notification, and spill reporting (e.g., local, state and
federal agencies, etc.)
3.7 Duties of the SWPPT Leader. With respect to the SWP3, specific duties of the
SWPPT Leader include, but are not necessarily limited to, the following:
• Maintain overall responsibility for the SWP3.
• Coordinate program requirements with employees to develop, implement
and enforce appropriate storm water pollution prevention procedures and
Best Management Practices (BMPs).
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• Assist team members to develop practices, precautions, and procedures to
minimize risk of release of polluting substances into storm water point
sources, channels and ditches, and/or outfalls.
• Perform or supervise periodic (at least monthly) and post -heavy rainfall
inspections in and around the facility, including visual inspections of all
storm water point sources and outfalls on the property. Take or supervise
action to clear debris that clog or have the potential to clog point sources,
channels and ditches, and/or outfalls.
• Train members of the SWPPT to conduct visual inspections and monthly
preventive maintenance inspections, as required, to ensure policies and
BMPs remain valid as designated in the SWP3.
• Ensure that appropriate training has been provided to all employees
involved in SWP3 procedures and responsibilities as designated in the
SWP3.
• Maintain current knowledge concerning the regulatory compliance and
legal requirements governing this SWP3.
• Ensure that a signed copy of the SWP3 is available at the facility for
review by the U.S. Environmental Protection Agency (EPA), NCDENR
Division of Water Quality, or other regulatory officials if requested.
4.0 PREVENTIVE MAINTENANCE AND GOOD HOUSEKEEPING
PROGRAM.
4.1 Good Housekeeping. Good housekeeping practices will be the riP marX method
used at the facility to minimize the potential for pollutants to enter storm water
discharge from the site. The areas assessed to be most at risk for pollution of
storm water will be monitored at a minimum weekly. Corrective action will be
promptly taken for any problems identified. Shift lead persons have the
responsibility to keep the areas clean and report any spills or discharges that may
occur. Frequent area walk-through inspections (at least weekly) will be
performed to ensure the facility is in compliance with housekeeping directives.
4.2 Preventive Maintenance. Asheville Metal Recycling is required under Section
4 of the NCDENR General Permit No. NCG200000 to "...at all times properly
operate and maintain all facilities and systems of treatment and control... which
are installed or used... to achieve compliance with the conditions of this general
permit'. Facility employees will complete monthly inspections to identify those
areas that may require maintenance, repairs or modifications in order to eliminate
or minimize the contribution of pollutants to storm water discharge from the site.
On a monthly basis, all equipment whose operation may affect the quality of
storm water discharged from the site will be inspected. Inspection items which
may require that corrective action be taken may include, but not limited to, the
following:
• Parking lots >> clear of motor oil puddles; storm drains free of debris
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• Storm water piping, drain connections, gullies/ditches, and storm grates >>
properly connected and in good repair; adequate flow gradient; free of
debris/flow not blocked; rip -rap stone or other erosion control material
properly positioned.
• Storage semi -trailers >> material inside is dry/no liquid leaks from stored
material inside trailers
• Employees identifying equipment or areas requiring corrective action will
notify the Emergency Coordinator and, as feasible, will take immediate action
to safeguard the environment. All corrective action, whether preventive or
urgent in nature, will be documented.
4.3 Sediment and Erosion Control. Structural or vegetation stabilization measures
used to limit erosion and control sediment loss from storm water runoff includes
the following:
• Typical building surfaces ( concrete, or gravel) or natural groundcover (grass,
trees, shrubs, etc.) surround the facility.
• The grounds are graded to provide adequate channeling of storm water runoff
into the drainage system.
5.0 EMPLOYEE TRAINING.
5.1 Training for SWPPT and Others. Once every 12 months, all members of the
SWPPT shall receive initial or refresher training regarding the components, goals, and
procedures of the SWP3. The training will augment instruction SWPPT members may
receive specific to oil or oily substance spill response.
5.2 Training Program Responsibility. The Emergency Coordinator is responsible
for developing, scheduling, implementing and coordinating the SWP3 training program.
The Emergency Coordinator will determine the appropriate level of training required for
SWPPT members and other personnel as applicable.
5.3 Training Topics. Classroom training will be augmented by hands-on drills, and
Rshall include critiques of team performance. Training will be documented and records
I� kept. Training will address, but will not be limited to, the following topics.
• SWP3 goals and objectives
• Good housekeeping procedures
• Equipment preventive maintenance activities and erosion control aspects
• Spill prevention, response, and cleanup procedures
• Material handling and storage procedures
• Site inspection requirements
• Record keeping and reporting requirements
• Other topics pertaining to storm water management and pollution prevention.
I

6.0 RESPONSIBLE PARTY. As the facility's Emergency Coordinator, Gerald
Matthews is designated the primary "Responsible Person" . As the Back-up Emergency
Coordinator, the Office Manager also is designated a "responsible Person" by the
Owner/Operator. As required in the General Permit NCG200000 a "Responsible Person"
shall be on site at all times during facility operations that have the potential to
contaminate storm water runoff through spills or exposure of materials associated with
the facility operations. The Environmental Coordinator has full authority to make
necessary decisions to ensure success of the program, and is authorized to halt any
operation of the company where there is danger of pollutants entering storm water
discharges and/or actions which are in direct violation of the facility's permit.
7.0 PLAN AMENDMENT AND REVIEW. The SWP3 shall be amended as
necessary to improve BMPs already in place, and whenever there is a change in facility
design, construction, operation, or maintenance that has a significant effect on the
potential for the discharge of pollutants to surface waters. In accordance with General
Permit No. NCG200000, the SWP3 shall be reviewed and updated by the Emergency
Coordinator annually. The Emergency Coordinator is the sole person authorized to
amend the plan. SWP3 reviews and amendments shall be documented.
8.0 FACILITY INSPECTIONS
8.1 Ongoing Inspection Program. A comprehensive facility inspection program of
storm water pollution control structures and practices forms a critical line of defense
between compliance and noncompliance with the NCDENR General Permit No.
NCG200000. Asheville Metal Recycling will conduct and record facility inspections on
a weekly and monthly basis, as delineated below.
8.2 Weekly. The Emergency Coordinator/SWPPT Leader shall be responsible for
assigning and training designated employees to perform weekly (daily if feasible)
housekeeping inspections of the areas listed in Section 1.35 of the SWP3 (Risk
Identification and Assessment) where materials containing oil and grease, and other
environmentally harmful materials are handled and/or stored. If scrap metal, water or
other liquids are found in any of these areas, the employee shall take prompt and
appropriate action to avoid a noncompliance or potential pollution incident by cleaning
up the area(s).
• Loading/unloading areas
• Metal parts and scrap in storage/collection areas
• Oils and lubricants inside storage areas.
8.3 Monthly. The Emergency Coordinator/SWPPT Leader shall be responsible for
assigning and training SWPPT members to conduct monthly visual inspections. Monthly
visual inspections of the facility, including a survey of preventive maintenance equipment
and outfalls and all storm water point sources and outfalls, will be scheduled, conducted
and recorded. The purpose of the inspection is to identify key equipment and areas that
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have the potential for contributing to the pollution of storm water runoff. Inspections will
include the following:
• Verify that adequate supplies of spill control materials and equipment are
maintained and readily available for use.
• Verify that measures and controls (BMPs) are being followed and are
effective.
• Make provisions for addressing identified deficiencies to ensure that
corrective actions can be tracked.
• Be recorded and retained for a minimum of 2 years.
If during the monthly survey the inspector identifies a need or deficiency in any area of
the facility that has the potential for increasing the risk of pollutants being released to
storm water runoff, the employee will take immediate and appropriate action and/or
notify the Emergency Coordinator.
9.0 STORM WATER DISCHARGE CHARACTERISTIC MONITORING
9.1 Storm Water Discharge Monitoring. By virtue of the possibility of runoff
coming in contact with oil, other lubricants, and grease, the facility is required to monitor
storm water discharge. This requirement is outlined in the NCDENR General Permit No.
NCG200000.The facility is required to monitor storm water discharge annually for
analytical discharge parameters and semi-annually for qualitative (visual) discharge
characteristics.
9.2 Representative Sampling and Storm Event: As required by NCDENR in the
General Permit No. NCG200000, samples collected and measurements taken "...shall be
characteristic of the volume and nature of the permitted (storm water) discharge". In
addition, NCDENR requires that analytical sampling "...shall be performed during a
representative storm event', defined as a storm event that measures greater than 0.1
inches of rainfall and that is preceded by at least 72 hours in which no storm event
measuring greater that 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation. For example, if it rains for 2 hours without
producing any collectable discharge at an outfall and then stops raining, a sample maybe
collected if rain producing a discharge begins again within the next 10 hours.
In addition, the following representative sampling requirements shall be followed:
• All samples shall be taken before the discharge joins or is diluted by any other
waste stream, water body, or substance.
• Monitoring points once implemented (outfalls, as delineated in the SWP3, shall
not be changed without notifying NCDENR Division of Water Quality.
• At a minimum, the following information shall be recorded for each
measurement, sample, or observation ("sampling activities") performed:
o Date, location, and time of sampling
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o Name/title of individuals conducting sampling activities
o Date sampling performed
o Name/title of individuals performing analysis/results of sampling
o Analytical techniques or methods used
o Results of each analysis.
9.3 Analytical Monitoring Requirements. As specified Section B of the general
permit, analytical monitoring of storm water discharges shall be performed as specified in
the following table:
Discharge Characteristics/Analyses
Units
Limits
Measurement
Fre uenc
Sample
Type
Sample
Location
Chemical Oxygen Demand
m
<100.0 m I
Annually
Grab*
SDO#
Total Cadmium
Mg/1
<0.0152
m I
Annually
Grab*
SDO#
Total Lead
m I
0.033 m I
Annually
Grab*
SDO#
Total Suspended Solids (TSS)
m I
<100.0 m I
Annual]
Grab*
SDO#
Total Rainfall
inches
NA
Annually
Rain Gauge
Event Duration
minutes
NA I
Annually
Total Flow
MG
NA I
Annually
SDO
Notes
* Grab Sample is an individual sample collected instantaneously. Grab samples must be
taken within the first 30 minutes of discharge.
# SDO = storm water discharge outfall (outfalls 001-004).
For each sampled representative storm event the total rainfall, storm duration, and
total flow must be recorded. Total flow shall be either: (1) measured continuously,
(2) calculated based on the amount of area draining to the outfall, the amount of built -
upon (impervious) area, and the total amount of rainfall, or (3) estimated by the
measurement of flow at 20 minute intervals during the storm event.
Analytical, or quantitative, monitoring records, including laboratory reports and
analytical instrument calibration data, shall be maintained at the facility for a period
of 5 years from the date of the sample. All analytical monitoring shall be performed
during a representative storm event.
9.3.1 Laboratory Certification. A North Carolina certified lab must be used to
perform analytical monitoring. Laboratory test procedures for the analysis of pollutants
shall conform to the North Carolina Environmental Management Commission regulations
published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting
Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314 of the
Federal Water Pollution Control Act, as Amended, and 40 CFR 136.
9.4 Qualitative Monitoring Requirements. The purpose of qualitative monitoring
is to evaluate the effectiveness of the SWP3 and to assess new sources of storm water
pollution. No analytical tests are required. As specified in the general permit, qualitative
monitoring "...requires a visual inspection of each storm water outfall regardless of
representative outfall status".
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Documentation of the qualitative (visual) monitoring associated with the initial analytical
monitoring event shall be included with the analytical monitoring submittal for the first
year of coverage under the permit. Analytical results from sampling during the final year
of coverage under the permit shall be submitted as part of the facility's permit renewal
application. The NC DENR DWQ SDO Qualitative Monitoring Report standard form is
in Appendix IV and the analytical form titled SDO Monitoring Report is Appendix V.
Discharge Characteristics
Frequency
Monitoring
Location
Color
Semi-annual
SDO
Odor
Semi-annual
SDO
Clarity
Semi-annual
SDO
Floating Solids
Semi-annual
SDO
Suspended Solids
Semi-annual
SDO
Foam
Semi-annual
SDO
Oil Sheen
Semi-annual
SDO
Other obvious indicators of
storm water pollution
Semi-annual
SDO
9.4.1 First Monitoring Event. Although the first qualitative monitoring event under
the permit must coincide with the initial analytical monitoring event (regardless of the
season), qualitative monitoring does not need to be performed during a representative
storm event as defined in Section 9.1.1 of the SWP3. All other qualitative monitoring
0 shall be conducted twice per year, once in the spring (April - June) and once in the fall
(September — November).
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9.4.2 Semi -Annual Monitoring Requirements. Qualitative (visual) monitoring storm
water discharges shall be conducted once in the Spring (April -June) and once in the Fall
(September -November).
10.0 Onsite Vehicle Maintenance: Asheville Metal Recycling does not accept
vehicles and contracts with an outside vendor for the maintenance of the facilities
equipment. The facility doe not have any vehicle maintenance activity occurring on -site
which uses more than 55 gallons of new motor oil per month when averaged over the
calendar year. For these reasons Asheville Metal Recycling should be exempt from the
General Permit No. NCG200000 Section D Onsite Vehicle Maintenance Monitoring
Requirements.
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ASHEVILLE QUADRANGLE
NORTH CAROLINA-BUNCOMBE CO.
7.5 MINUTE SERIES (TOPOGRAPHIC) 192-SE
SCALE 1:24000
7 0 1 MILE
1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
1 .5 0 1 KILOMETER
i
MN
GN
o•ss
4 �A• 16 MILS
SO MILS
UTM GRID AND 1991 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
ASHEVILLE, N. C.
35082-E5•TF•024
1981
PHOTOREVISED 1991
DMA 4455 11 SE -SERIES V842
r'u ILL
I IT KE1:7UCK'i ..VA
tENNESSd,,A C
QUADRANGLE LOCATION
Figure 1
Site Vicinity Map MOUNTAIN
Asheville Metal Recycling- 339 Lyman Street Environmental Services, Inc.
Asheville, NC
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NOTES
BMP=STRUCTURAL BEST MANAGEMENT PRACTICES
1, GRAVEL
2, CONCRETE
3, VEGETATI❑N
OUNTAIN
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B.Bouer
at
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SCALE
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® STORM DRAIN
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MANAGEMENT PRACTICES
APPENDIX 1
Site Map
ASHEVILLE METAL AND REC
Asheville, North Carolina
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8—AME01-1P MAY 16, 2008
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NOTES
BMP=STRUCTURAL BEST MANAGEMENT PRACTICES
1, GRAVEL
2, CONCRETE
3, VEGETATI❑N
AAOUNTAIN
Environmental Group
1YO NVDr-- nbn. NC 20116
B.Bauer
W.
D.Williams
SCALE
1"=15'
® STORM DRAIN
TES
MANAGEMENT PRACTICES
APPENDIX 1
Site Map
ASHEVILLE METAL AND REC
Asheville, North Carolina
8—AME01-1P I MAY 16, 2008
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Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Permit No.: N/C/_/_/_/_/_/_/_/ or Certificate of Coverage No.: N/C/G/_/_/_/_/_/_/
Facility Name:
County: Phone No.
Inspector:
Date of Inspection:
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description
Outfall No. Structure (pipe, ditch, etc.)
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage
2. Color
Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium,
dark) as descriptors:
3. Odor
Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,
etc.)
4. Clarity
Choose the number which best describes the clarity of the discharge where l is clear and 10 is very
cloudy:
1 2 3 4 5 6 7 8 9 IO
Page I
SWU-242-020705

5. Floating Solids
Choose the number which best describes the amount of floating solids in the stonnwater discharge where
I is no solids and 10 is the surface covered with floating solids:
1 2 3 4 5 6 7 8 9 10
6. Suspended Solids
Choose the number which best describes the amount of suspended solids in the stonnwater discharge
where I is no solids and 10 is extremely muddy:
1 2 3 4 5 6 7 8 9 10
7. Foam
Is there any foam in the stornwater discharge? Yes No
8. Oil Sheen
Is there an oil sheen in the stormwater discharge? Yes No
9. Deposition at Outfall
Is there deposition of material (sediment, etc.) at or immediately below the outfalf?
10. Erosion at Outfall
Is there erosion at or immediately below the outfall? Yes No
It. Other Obvious Indicators of Stormwater Pollution
List and describe
Yes No
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, deposition or erosion may be
indicative of conditions that warrant further investigation and corrective action.
Page 2
swu-242-020705

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� � � o ® n = ® ® � ® ® " " an M M ® ON
Permit Number: NC
Certificate of Coverage Number: NCG-
FACILITY NAME
PERSON COLLECTING SAMPLE(S)
CERTIFIED LABORATORY(S)
Part A: Specific Monitoring Requirements
or
STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
SAMPLES COLLECTED DURING CALENDAR YEAR:
(This monitoring report shall be received by the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory.)
COUNTY
PHONE NO.
(SIGNATURE OF PERMITTEE OR DESIGNEE)
By this signature, I certify that this report is accurate
complete to the best of my knowledge.
Outfall
No.
Date
Sample
Collected
50050
Total
Flow
mo/dd/ •r
MG
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? _yes no
(if yes, complete Part B)
Outfa6
No.
"
Date
Sample
Collected
50050
00556
00530
00400
Total Flow
Oil and _
Grease
Total
Suspended
Solids
pH
New Motor
Oil Usage
'
mo/dd/ r
MG
m l -
m l
unit
gallmo
Form SWU-246-051100
Page I of 2

� � rya
STORM EVENT CtULRACTERISTICS:
Date
Total Event Precipitation (inches):
Event Duration (hours):
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches):
Event Duration (hours):
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person
or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
(Date)
Form SWU-246-051100
Page 2 of 2

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N Buncombe County, North Carolina
This map has been developed for use by the tax
assessment process, and is not of survey quality.
This property map is not a survey and
should NOT be used as a survey.
Grid is based on the North Carolina State Plane Coordinate System
North 1927 North American datum
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Buncombe County, North Carolina
This map has been developed for use by the tax
assessment process, and is not of survey quality.
This property map is not a survey and
should NOT be used as a survey.
Grid is based on the North Carolina State Plane Coordinate System
North 1927 North American datum
One Parcel Selected
Township: 04
Pin Number : 9638- 16 -93- 6653
Owner: BD90 LLC
Account: 008229685
Situs Address: 339 LYMAN ST
Acreage: 2.98
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Deed Date: 04 / 22 / 200E
Deed Book\Page: 4553 /1519
Plat Book\Page: 0056 / 0106
Tax Value: $0
Total Market Value: $0
Total Appraised Value: $0