NCG200481_COMPLETE FILE - HISTORICAL_20120511 (2)

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STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
NC.V 0
DOC TYPE
�' COMPLETE FILE - HISTORICAL
DATE OF
RESCISSION
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YYYYMMDD

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MC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee.Freeman _
Governor Director Secretary _
May 11, 2012 I
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Mr. Charlie Wright, Vice President
Hayes Iron and Metal
883 Wellaway Lane
Siler City, North Carolina 27344
Subject: General Permit No. NCG200000
Hayes Iron and Metal
COC No. NCG200481
Dear Mr. Wright: Chatham County
In accordance with your application for a discharge permit received on February 10, 2012, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
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 govemmental permit that
may be required.
If you have any questions concerning this permit, please contact Bill Diuguid, Stormwater Staff
Planner at telephone number [phone].
Sincerely,
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files
Attachments
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877 623-6748
Internet: v.�::v.ravatemua!iN.c�
ORIGINAL SIGNED 8)
KEN PICKLE
Charles Wakild, P.E. G "
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'Q �ti �fAY 14 2012
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NorthCarolina
vVatmallrY
An Eqval Donnaunily 1 AFrmOve Ammn Employer

STATE OF NORTH CAROLINA
^vEFARTP9Eiv"C OF EN Iv AIN NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG200000
CERTIFICATE OF COVERAGE No. NCG200481
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.I, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Hayes Iron and Metal
is hereby authorized to discharge stormwater from a facility located at
Hayes Iron and Metal
101 Viven Betty Place
Siler City
Chatham County
to receiving waters designated as Lacy Creek, a Class WS-I II creek, Cape Fear River Basin; in accordance with the
effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, 11, 111, IV, V and VI of
General Permit No. NCG200000, as attached.
This Certificate of Coverage shall become effective May 11, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 11, 2012.
ORIGINAL SIGNED B)
KEN PICKLE
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Hayes Iron and Metal
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Dewberry Danville VA. 24549-1509 Engineers Chatham County, NC
551 Piney Forest Rd. Planners PA5004917MAdm\Reporfs\Maps. pptx
Danville VA 24540 Surveyors
[phone] (voice)

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NCDENR
Division of Water Quality
National Pollutant Discharge Elimination System
NCG200000
FOR AefN[:r USr:ONLY
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NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit NCG200000:
STORMWATER DISCHARGES associated with activities classified as:
SIC 5093 Scrap Metal Recycling (except as specified below)
SIC' N/A Like activities deemed by DWO to be similar in the process and/or the exposure of raw materials,
products, by-products, or waste materials
The following activities are specifically excluded from coverage under this General Permit:
Automobile Wrecking for Scrap (SIC 5093)
Non -Metal Scrap Recycling (SIC 5093)
Used Motor Vehicle Parts (SIC 5015) Standard Industrial Classification Code
1) Melling address of owner/operator: (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
E-mail Address
Hayes iron & Metal
cwn;ht ayesu'onan meta .com
2) Location of facility producing discharge:
Facility Name
Facility Contact
Contact E-mail
Street Address
City
County
Telephone No.
3) Physical Location Information:
State Nu. ZIPCode /1.51:)
Fax: 336-38R-5988
Fax:
Narrative description of how to get to the facility (use street names, state road numbers, and distance and direction
from a roadway intersection). From Siler City NC travel approximately 3 miles on Old Siler City, travel approximately miles on Old Highway
421 Turn Left on Vivcn Bcttv Place. (proprty is Old 84 Lumber site)
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with
this application)
4) Latitude 35d 45' 12.88" Longitude 79d 29' 42.05" (degrees, minutes, seconds)R �� (teRa
5) This NPDES Permit Application applies to which of the following : �l
m New or Proposed Facility Date operation is to begin February 2012 FEB 1 0 2012
❑ Existing DEW- WATER OWIITY
6) Standard Industrial Classification: 'AnA170SARDSTOR6IWATERBRANCH
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at
this facility:
SIC Code: 5093
7) Provide a brief description of the types of industrial activities and products produced at this facility:
Flandline scraD metal, cars and batteries; Storage of materials in stock piles or inside buildings;
Page 1 of 3
SWU-235-11.16.09

NCG200000 N.O.I:
8) Discharge points:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property?
Receiving water classification (if known):
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Lac Creek c Ss Zs-= . FF-s%
Receiving water classificatio (if known):
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). On site detention ponds
10) Does this facility have any other NPDES permits?
fd No
(I Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
11) Does this facility have any Non -Discharge permits (ex: recycle permits)?
® No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility: _
12) Does this facility employ any best management practices for stormwater control?
In No
Q Yes
If yes, please briefly describe:
13) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
tv Yes
If yes, when was it implemented? January 2012
14) Are vehicle maintenance activities occurring at this facility?
(i No
IN Yes
15) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
(j No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
w No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Page 2 of 3
SWII-235-11.16.0e

NCG200000 N.O.I.
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
16) Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a talso
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and
belief such information is true, complete, and accurate.
Signing: Ctl&';Zy
V
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $100 made payable to NC DENR
❑ This completed application and all supporting documents
❑ Copy of county map or USGS quad sheet with location of
facility clearly marked on map
Mall the entire package to: Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWO Central office or Regional Office for your area.
DWO Ronional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 3 of 3
SWU-235-11.16.09

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Danville VA 24540 Surveyors
[phone] (voice)

Hayes Iron and Metal
Siler City
35045'12.88"N
79029'42.05"W
ft Dewberry'
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P.O. Box 1509 Architects Figure 2- USGS Topographic Map: 101 Viven Betty Place
Danville VA. 24549-1509 Engineers Chatham County, NC
551 Piney Forest Rd. Planners P:\50049178\AdmNReponsmeaps.pptx
Danville VA 24540 Surveyors
[phone] (voice)

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P.O. Box 1509
Architects
DeWberr Danville VA. 24549-1509
y 551 Piney Forest Rd.
Engineers
Planners
Danville VA 24540
Surveyors
[phone] (voice)
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Figure 3- USGS Topographic Map (Large Scale): 101 Viven Betty Place
Chatham County, NC
P:\50049178\AdmNReports\Maps.pptx

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Storm Water Pollution Prevention Plan
Hayes Iron and Metal
101 Viven Betty Place
Siler City, NC 27344
January 27, 2012
Prepared for:
Mr. Charlie Wright
Hayes Iron and Metal
2508 Walter's Mill Road
Providence, NC 27315
Prepared by:
Dewberry & Davis, Inc.
551 Piney Forest road
Danville, VA 24540
434-797-4497
FEB 1 0 2012
DENR • WATER OUALITY
WEnANDSAND STORMWATER WMCH

■
THI. SE DOCUMENTS. INCLUDING DRAWINGS. SPECIFICATIONS. REPORTS. AND STUDIES WERE PREPARED BY DEWBERRY. PURSUANT TO
A CONTRACr BY AND BII-EN DEWBERRY AND HAYES IRON & METAL WORKS, WITH RESPECT TO THE PROJECr DESCRIBED IN SAID
CONTRACT. ANY REUSE OF SAID DOCUMENTS WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY DEWBERRY FOR THE SPECIFIC
PURPOSE: INTENDED WILL BE AT THE SOLE RISK OP THE INDIVIDUAL OR ENTITY UTILMNG SAID DOCUMENTS. DRAWINGS,
SPECIFICATIONS, REPORTS. AND STUDIES AND SUCH USE IS W UOUTTHF. AUTHOR[]IYDON OF DEWBERRY. DEWBERRY SHALL HAVE
NO LEGAL LIABILITY RESULTING FROM ANY AND ALL CLAIMS. DAMAGES. LOSSES. AND EXPENSES. INCLUDING ATTORNEYS FEES
ARISING OUT OFTHE UNAUTHORIZED USE OFTHESE DOCUMENTS. DRAWINGS, SPECIFICATIONS. REPORTS. AND STUDIES PREPARED AS
A RESULT OF THE. AFORESAID CONTRACT.
THIS DOCUMENT WAS PREPARED BY DEWBERRY IN ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS OF ENVIRONMENTAL
PRAC tCF, FOR THE EXCLUSIVE USE Of THE HAYES IRON & METAL WORKS FOR SPECIFIC APPLICATION TO THE RISFERENCED SITE. NO
OTHER WARRANTY IS EITHER EXPRESSED OR IMPLIED. CONCLUSIONS PRESENTED IN THIS REPORT ARE BASED UPON A REVIEW OF
AVAILABLE INFORMATION. THE RESULTS OF DEWBERRY FIELD STUDIES. THE. RESULTS OF CHEMICAL ANALYSES. AND PROFESSIONAL
JUDGMENT, CONCLUSIONS PRESENTED BY DEWBERRY DO NOT REFLECT VARIATIONS IN SUBSURFACE GROUNDWATER QUALITY THAT
MIGHT EXIST BETWEEN OR B17YOND SAMPLING POINTS OR BETWEEN SPECIFIC SAMPLE COLLEMON EVENTS. DEWBERRY SHALL
INCUR NO LIABILITY RESULTING FROM INFORMATION PROVIDED BY OTHERS,
P:\50049178\Adm\Reports\2012 SWPPP\2012.1.16 TOC Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012

TABLE OF CONTENTS
EXECUTIVE SUMMARY
1
1. INTRODUCTION..................................................................................................2
2.
3.
C!
5.
1.1 Purpose.........................................................................................................2
1.2 Implementation............................................................................................2
1.3 Regulatory Requirement...............................................................................
STORM WATER POLLUTION PREVENTION TEAM .............
FACILITY DESCRIPTION AND OPERATIONS
3. t General Description.....................................................................
3.2 Industrial Activities and Materials Inventory ...............................
3.2.1 Industrial Activities..........................................................
3.2.2 Significant Materials Inventory and Handling Practices..
3.3 Significant Spills and Leaks .......................................................
3.4 Receiving Water and Outfall Descriptions ..................................
3.4.1 Run -On Points and Receiving Waters .............................
3.4.2 Drainage Area and Outfall Descriptions ..........................
3.4.3 Non -Storm Water Discharges ..........................................
3.5 Sampling Data..............................................................................
...3
Im
................4
................4
................4
................5
................6
..........6
................6
................6
................7
................7
STORM WATER MANAGEMENT CONTROLS............................................8
4.1 Baseline Best Management Practices...........................................................8
4.1.1
Good Housekeeping.........................................................................8
4.1.2
Preventative Maintenance................................................................9
4.1.3
Spill Prevention and Response Procedures......................................9
4.1.4
inspections.....................................................................................10
4.1.5
Employee Training.........................................................................11
4.1.6
Recordkeeping and Internal Reporting Procedures ........................11
4.1.7
Sediment and Erosion Prevention.................................................12
4.1.8
General Material Management Practices.......................................12
STORM WATER MONITORING
..........................................14
5.1 General Storm Water Monitoring Requirements.......................................14
5.2 Visual Storm Water Monitoring................................................................14
5.3 Storm Water Sampling and Analysis.........................................................15
PA50049178Wdm\Reports\2012 SWPPP\2012.1.16 TOC Hayes SWPPP.doe
Hayes Iron & Metal January 27, 2012
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6. COMPREHENSIVE SITE COMPLIANCE EVALUATION .........................17
6.1 Semiannual Site Compliance Inspection...............:....................................17
6.2 Semiannual Site Compliance Report........................................................17
6.3 Plan Revision/Correction of Deficiencies.................................................. Is
LIST OF FIGURES
Figure l
Topography Map
Figure 2
Aerial Map
Figure 3
Site Plan
Figure 4
NWI Map
LIST OF TABLES
Table 1
Storm Water Pollution Prevention Team Members
Table 2
Material Inventory and Management Practices
Table 3
Significant Spills & Leaks
Table 4
Outfall & Drainage Area Information
Table 5
Semiannual Site Compliance Evaluation
LIST OF APPENDICES
Appendix A Forms
• Monthly Facility Inspection Report
• Visual Storm Water Monitoring Report
• Post Spill Discharge Review Form
P:\50049178\Adm\Reports\2012 SWPPP\2012.1.16 TOC Hayes SWPPP.doe
Hayes Iron & Metal
January 27, 2012

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EXECUTIVE SUMMARY
Storm water discharge from Hayes Iron & Metal is regulated under General Permit NO.
NCG200000 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. This Storm Water Pollution Prevention Plan (SWPPP)
was prepared for Hayes Iron & Metal in order to identify operations at the facility that may
impact storm water runoff and to establish procedures to minimize any such impacts. The
practices and procedures outlined in the SWPPP are designed to be implemented on a
continuous basis to minimize potential impacts to storm water runoff at the facility. The plan
is designed to be reviewed and updated in response to changes in operations at the facility.
Refer to the following sections of the Plan for detailed information on the storm water
monitoring program.
Section 2.0 Pollution prevention team
Section 3.0 Facility and outfall description
Section 4.0 Storm Water Management Controls
Section 5.0 Storm water monitoring
Section 6.0 Comprehensive Site Compliance Evaluation
Pi5004917"dm\Repons\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 2012
1

1. INTRODUCTION
1.1 Purpose
This Storm Water Pollution Prevention Plan (SWPPP) was prepared for Hayes Iron & Metal.
The purpose of the SWPPP is to identify operations at the facility that may impact storm
water runoff and to establish procedures to minimize any such impacts.
1.2 Implementation
The practices and procedures outlined in the SWPPP are designed to be implemented on a
continuous basis to minimize potential impacts to storm water runoff at the facility. The plan
is designed to be reviewed and updated in response to changes in operations at the facility.
1.3 Regulatory Requirements
Amendments to the Clean Water Act in 1987 required EPA to develop regulations to control
storm water discharges under the National Pollution Discharge Elimination System NPDES).
EPA published regulations on November 16, 1990, which incorporated the permitting of
certain storm water discharges associated with industrial activity into existing NPDES
regulations. These regulations are generally incorporated into the North Carolina Department
of Environment and Natural Resources (DENR) Division of Water Quality (DWQ)
regulations. The discharge from Hayes Iron & Metal is regulated under General Permit No.
NCG200000 for discharges of storm water associated with scrap metal recycling.
PA50049178\Adm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012
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2. STORM WATER POLLUTION PREVENTION TEAM
Hayes Iron & Metal has a Storm Water Pollution Prevention Team to ensure that the SWPPP
is implemented and maintained in accordance with good engineering and management
practices. The Team is comprised of various facility personnel as noted on Table I including
the team member names and phone numbers. The team will meet to evaluate and discuss the
status of storm water control efforts and address any deficiencies or additional requirements
in the SWPPP. Specific issues for the team to address include the following:
• Provide assistance for developing and maintaining the SWPPP
• Update significant materials list
• Review potential spill sources
• Update SWPPP incident reporting, inspection, and record keeping procedures
• Review environmental incidents
• Continue and improve SWPPP training for facility personne;
• Review new construction and changes in processes and procedures
• Evaluate the overall effectiveness of the SWPPP Plan
As discussed further in Section 6.0, the Storm Water Pollution Prevention Team shall meet at
least once a year to perform a comprehensive review of the SWPPP and facility operations.
Pa50049178\Adm\Repons\2012 S WPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012

3. FACILITY DESCRIPTION AND OPERATIONS
This section provides general background information on the facility operations, an inventory
of significant materials, a list of significant spills, an identification of outfalls and receiving
waters, and a non -storm water discharge certification.
3.1 General Description
Hayes Iron & Metal is located at 35°45' 12.88" N Latitude, 79°29'42.05" W Longitude (North
West of Siler City, North Carolina). The Facility is located on 21.524 acres. The site is
bound by timber, and has Southern Railroad located on the south side of the property.
Elevations at the site range from 658 feet above mean sea level on the south western
boundary to 655 feet above mean sea level on the north western boundary.
3.2 Industrial Activities and Materials Inventory
The industrial activities conducted at the facility are described below and an inventory of
significant materials potentially exposed to storm water is discussed.
3.2.1 Industrial Activities
The industrial activities performed at the facility are related to the recycling of metals.
These activities include the following specific items:
1. Handling of scrap metal, cars, and batteries
2. Storage of materials in stock piles or inside buildings
3. Maintenance of facility equipment
4. Storage of fuel, hydraulic fluid, and other materials used for facility operations
A site plan of the facility property is shown in The Site Plan -Figure 3 including areas
of materials management and support activities.
The following list identifies significant materials potentially handled and/or stored at
the Facility. The DEQ General Permit defines significant materials as including, but
not limited to:
• Raw materials
• Fuels
• Materials such as solvents, detergents, and plastic pellets
• Finished materials, such as metallic products
• Raw materials used in food processing or production
• Hazardous substances designated under Section 101(14) of CERCLA
• Any chemical the facility is required to report pursuant to Section 313 of
Title M of SARA
• Fertilizers
• Pesticides
PA50049178\Adm\Repons\2012 S WPPP\2012.1.16 Siler City Hayes SWPPP.dm
Hayes Iron & Metal January 27, 2012
4

• Waste products such as ashes, slag, and sludge
When these significant materials are exposed to storm water runoff they may be
carried to a receiving stream or other surface water with the storm water flow.
Therefore, identification of these materials helps to determine where the potential for
impact to storm water runoff exists.
3.2.2 Significant Materials Inventory and Handling Practices
Table 2 provides a general list of the significant materials handled at the facility. The
table identifies the materials as either raw materials, or by-products and wastes. The
table then lists the container or packaging for the materials; the means of delivery,
shipment, and/or storage; the potential for exposure to storm water, and the potential
risk associated with exposure. The probability of a material being exposed to
storm water is a function of how it is handled. Typically, those materials that are
stored and used indoors can only be exposed to storm water during transport. This
represents a low potential for the material to be exposed to storm water. Conversely,
those materials stored or handled outdoors represent a high to moderate potential for
exposure to storm water. A low potential risk of exposure means that if the material
is exposed, it is unlikely to have a significant impact on storm water quality. High
potential risk of exposure indicates that if the material is exposed, it may have a
significant impact on storm water quality.
The principal material handled at the facility is scrap metal brought to the facility for
temporary storage. Scrap metal enters the facility on haul trucks that are weighed
upon entry. The trucks then move to an unloading station where the contents are
removed using claw or magnet equipped material handlers. The scrap metal is
temporarily stored in piles on the site. Haul trucks are then reweighed upon exit.
Scrap metal exits the facility in a similar fashion. The goal is for complete inventory
turnover in IS days.
Other materials handled at the facility include the following:
• Lubricating oil, hydraulic fluid, coolants and other materials used for
equipment maintenance
• Waste oils generated from equipment maintenance
• Fuel and oil for equipment operations
• Solvents and washers for equipment repairs
• Lead -acid batteries
Welding operations are performed undercover to minimize exposure of materials to
storm water. Some potential for exposure exists when equipment maintenance is
performed at the facility. Likewise, oils and other materials may be exposed to storm
water during material transport to and from the storage areas.
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Hayes Iron & Metal January 27, 2012
5

Currently the property does not have any above ground storage tanks (AST) located on site.
However, after they move into the facility, there will be an AST located on the property
which will contain fuel for Hayes Iron and Metals equipment. The exact size and contents
have not been determined at the time this report was written.
3.3 Significant Spills and Leaks
No reportable spills have occurred at the facility. In accordance with the General Permit, the
SWPPP must describe any reportable spills that have occurred in the last three years. A
reportable spill is a release that requires reporting under Section 311 of the CWA (40 CFR
Part 110 and Part l 17) or Section 102 of CERCLA (40 CFR Part 302). Table 3 is provided
in the SWPPP for use in describing any reportable spills that may occur at the facility upon
implementation of this Plan.
3.4 Receiving Waters and Outfall Descriptions W
3.4.1 Run -On Points and Receiving Waters
■
Storm water that exits the property will drain into a Palustrine Forest Wetland (PFO)
located on the eastern side of the property (see NWI Map -Figure 4). The land around
the property is forested (see Aerial Map -Figure 2).
Storm water run-on to the property is unlikely to occur. The facility sits at a higher
elevation than its surrounding properties.
3.4.2 Drainage Area and Outfall Descriptions
A description of the primary operations drainage area, the established outfall
monitoring points, and associated best management practices to minimize runoff to _
drainages, is provided below. The majority of the property is a pervious surface of
dirt and gravel. Run-off will occur during high intensity rain events, but during light
events storm water will permeate the soil. The few impervious surfaces consist of an
office building, weighing station, storage buildings, and two large buildings.
The property boundary of Hayes Iron and Metal is approximately 21.524 acres. The
operations area is fenced in. The site is mostly gravel and contains only a small
amount of concrete around the buildings. The outfalls selected for monitoring are
located just outside of the fenced -in area, but within the property boundaries.
Table 4 summarizes information for Outfalls 001, 002, 003 and 004. Outfall
locations could potentially change as a result of operations at the facility.
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Hayes Iron & Metal January 27, 2012
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Outfall 001
Stone water runoff from the area of the gravel yard and gravel parking lot reaches
Outfall 001. The outfall is on the northern side of the property located prior to the
sediment detention Pond #1 and is outside of the privacy fence. Monitoring for
Outfall 001 shall be performed at the concrete pipe located on the outside of the
fenced in area.
Outfall 002
Outfall 002 is located on the northern side of the property. Storm water runoff at
Outfall 002 is from the roof drains at the existing 11,100 s.f. assembly plant and
office building. Monitoring for Outfall 002 shall be done at the end of the drain pipe
located on the outside of the fenced in area.
Outfall 003
Outfall 003 is located in the northern side of the property at the sediment detention
pond. Storm water runoff for this outfall will be from a swale on the western side of
the property and from Outfalls 001 and 002. Monitoring for Outfall 003 shall be
done at the 24" concrete pipe which is located after the detention pond #1 located
outside of the fenced in area.
Outfall 004
Outfall 004 is located in the southern side of the property at the sediment detention
pond. Storm water runoff for Outfall 004 is from the southern portion of the gravel
yard. Monitoring for Outfall 004 shall be done at the 24" concrete pipe which is
located after the detention Pond #2 located outside of the fenced in area.
Drainages other than those leading to the described outfalls are natural features.
These and other best management practices implemented by the facility will prevent
impact to storm water runoff through these drainages. Therefore, at this time, no
additional outfall monitoring locations are established.
3.4.3 Non -Storm Water Discharges
According to the site plan, it appears there is no non -storm water discharges
connected to the storm drainage system.
3.5 Existing Monitoring Data
Storm water monitoring has not been performed at the Hayes Iron and Metal- Siler City prior
to implementing this SWPPP at Hayes Iron & Metal.
PA50049178\Adm\Reports\2012 S WPPP\2012.1.16 Siler City Hayes SWPPP.dm
Hayes Iron & Metal January 27, 2012
7

4. STORM WATER MANAGEMENT CONTROLS
Best management practices (BMPs) are currently employed and are recommended for future
implementation at the Hayes Iron & Metal Facility. BMPs are implemented to minimize the
exposure of significant materials to storm water runoff. Section 4.1 describes baseline BMPs.
4.1 Baseline Best Management Practices
Baseline BMPs are the minimum storm water management controls. These BMPs are used to
reduce the likelihood of storm water pollution and are listed as follows:
• Good Housekeeping
• Preventive Maintenance
• Spill Prevention and Response Procedures
• Inspections
• Employee Training
• Record Keeping and Internal Reporting Procedures
• Vegetative Filter Strips
• General Material Management Practices
These baseline BMPs are described in detail in the following sections of this Plan.
4.1.1 Good Housekeeping
Good housekeeping practices are an effective first step towards preventing the
accidental exposure of materials that may have an adverse impact on storm water
quality. Clean and orderly work areas reduce the possibility of accidental spills
caused by mishandling of materials and equipment, and reduce safety hazards to
facility personnel. Good housekeeping practices are described below.
General Material Storage Practices: Storage areas are maintained in accordance
with the following storage techniques:
• Containers, drums, and bags are stored away from direct traffic routes to
prevent accidental spills
• Containers are stacked according to manufacturer's instructions to avoid
damaging the containers from improper weight distribution
• Containers are stored on pallets or similar devices to prevent corrosion of the
containers due to contact with moisture
• Batteries are stored on pallets inside a building with concrete floor, metal
walls, and roof. Pallets are shrink wrapped prior to shipment offsite for
battery recycling
Pi500491MAdm\Reports\2012 S WPPP\2012.1.16 Siler City Hayes SWPPP.doe
Hayes Iron & Metal January 27, 2012
8
■

Outdoor Material Storage: The most important aspect of good housekeeping with
regard to storm water pollution prevention is the outdoor storage of materials. The
following outdoor storage practices are conducted where applicable:
• Materials deemed significant will be stored outdoors for as short a period as
possible or relocated to the inside of existing structures when possible
• Materials deemed significant remaining outdoors for extended periods are
placed on racks or pallets, and under cover when possible to minimize contact
with rain water and runoff
• Materials are stored in an organized manner
• Waste material is properly disposed of in a timely manner
Cleanup for Work and Storage Areas: Floor and ground surfaces at all storage,
shop, and work areas are maintained as appropriate. Floors should be swept clean,
garbage and waste material disposed of on a regular basis.
Drip Pans: Drip pans are often used as a preventive measure in the event of an
■ equipment leak to allow time for repairs to be completed. Temporary or permanent
drip pans are used to catch drips from equipment so that the materials or chemicals
can be easily cleaned up or recycled before they can impact storm water quality.
4.1.2 Preventative Maintenance
Preventative maintenance includes the regular inspection and testing of facility
■ equipment, storage containers, and operating systems. Routine inspections are
conducted on equipment to identify conditions that could cause breakdowns or
failures that may result in a material spill. Storage containers such as bags, drums,
etc. should be checked for holes, signs of corrosion, or other evidence suggesting that
a spill or leak could occur. The general preventative maintenance program includes
the following elements:
• Schedule for periodic inspections or tests of identified equipment and storage
containers
• Appropriate adjustment, repair, or replacement of equipment when needed
• Keeping of complete preventative maintenance records on this equipment
• Proper maintenance of outdoor waste and chemical containers
4.1.3 Spill Prevention and Response Procedures
Spills will be cleaned up immediately, using necessary and appropriate equipment. If
deemed necessary, contaminated soil should be excavated and disposed of properly.
In the event of a spill, notify a member of the responsible party (Storm Water
Pollution Prevention Team Members -Table 1) who will investigate and assess the
PA50049198Wdm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012
9

spill. An evaluation should be conducted to determine the cause of the spill, if it could
have been prevented, and how to prevent a similar spill in the future. If the spill
volume exceeds 25 gallons, the North Carolina Division of Water Quality (336-771-
5000) should be notified of the release.
Internal records should be kept for any spill that occurs at the facility. Please refer to
Significant Spills and Leaks -Table 3 and the Post Spill Discharge Review Form in
Appendix A.
In the event of a spill in excess of 100 gallons or if a release reaches a surface water
body or otherwise exceeds a reportable quantity, the North Carolina Division of
Water Quality should be notified within 24 hours.
The information to be reported to the regulatory agency must include the following:
W
• The date and time of the spill
• An estimate of the quantity of material released and the time or duration of the
event ■
• The exact location of the spill, including the name of the waters involved or
threatened and/or other medium or media affected by the release or spill
• The source of the release
• The name, address, and telephone number of the party in charge of, or
responsible for, the facility or activity associated with the release
• The extent of actual and potential water pollution
• The party at the release site who is in charge of operations at the site and the
telephone number of this party
• The steps being taken or proposed to contain and clean up the spill and any
precautions taken to minimize impacts
Local Police and Fire Department Notification
The local sheriff and fire departments should be notified at 911 if any of the following
criteria are met:
• Fire, smoke, violent ruptures, and/or explosions
• Leaks (hazardous or not) which enter or threaten to enter watercourses
• Any incident where oil crosses property lines or threatens to do so
• A situation exists of such a nature (i.e., a continuing danger to life and health
exists at the scene of the incident) that, in the judgment of the Responsible —
Person should be reported even though it does not meet the above criteria
4.1.4 Inspections
Visual inspections of the facility are routinely conducted to assure compliance with
the SWPPP and other facility programs. These inspections should occur monthly and
PA5004917MAdm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012
10

will include material storage areas, waste transfer/handling areas, secondary
containment structures, and storm water outfalls. Each of these areas is inspected for
the following:
• Presence of waste material outside transfer and handling areas
• Proper storage of all significant materials, especially batteries
• Excessive buildup of waste materials at transfer/handling areas
• Visible signs of corrosion or pitting on tanks/containers
• Noticeable spills at containers or in the secondary containment system
• Integrity of the secondary containment system
• Operation of manual flow controls and cut-off valves
As part of this monthly inspection storm water outfalls will be inspected for signs of
sediment buildup or the presence of significant materials.
These inspections will be documented on the Monthly Inspection Form included in
Appendix A. In the event of an identified deficiency, it will be noted on the
inspection form and reported for correction.
4.1.5 Employee Training
All personnel at the facility shall receive annual training as part of the SWPPP
implementation. This training will be incorporated as a part of periodic
environmental and safety meetings held at the facility. This training will consist of an
overview of the SWPPP with an emphasis placed on spill response, good
housekeeping and other storm water management controls. Specific areas to be
addressed in this training include:
• Identification of significant materials
• Good housekeeping
• Spill response and reporting
• Inspection procedures
• Sediment and erosion prevention
• General material management practices
4.1.6 Record keeping and Internal Reporting Procedures
Records of all spills, inspections, and information describing storm water quality and
quantity shall be documented and filed as described below. All records shall be
maintained for a minimum period of five years.
Spills: All spills are recorded on the Post Spill Discharge Review Form included in
Appendix A. In addition, a summary of the spill event is included in Significant
Spills and Leaks -Table 3.
P15004917KAdm\Repons\2012 SWPPP\2012.1.16 Siler City Hayes SWPPPAd
Hayes Iron & Metal January 27, 2012
11

Inspections: All monthly inspection forms shall be filed as part of the SWPPP.
Storm Water Ouality and Quantity: Any records of storm water quality and
quantity, including analytical data, that may be collected as part of the general permit
or other operations will be filed as part of the SWPPP. M
4.1.7 Sediment and Erosion Prevention
The heavily vegetated area on the property surrounding the operations area will serve
to protect receiving waters for sediment runoff. Gravel can be placed in high traffic
areas to reduce soil erosion.
4.1.8 General Material Management Practices
Care is taken in the handling of materials at the facility to prevent spills that may ■
impact storm water quality. The main concerns with material handling related to
storm water pollution prevention include the handling of drums, material transfer
operations, battery handling and storage, and control of materials received at the
facility.
Drums are used at the facility to contain lube oil, solvents, and wastes. Proper
procedures for drum storage and handling should be observed. It is best to store
drums in a covered area to prevent storm water contact with the drums. Drums
should be periodically checked for corrosion and replaced if needed. All drums
should be clearly labeled to indicate the container contents in accordance with DOT
and RCRA requirements.
Bulk material transfer occurs during refilling of the above ground storage tanks. The
liquids are transported to and from the facility by tanker truck. In general the _
following steps are used during fuel transfer operations:
■I
• Tank level is checked prior to filling
• The tanker equipment is checked prior to beginning transfer
• Valves and pipes and tank level are monitored during transfer
• Tanker is checked before leaving
Securely closed containers or pumps will be used for the transfer of small quantities
of liquids. When pumps are used the pump will be placed in a drip pan to catch any
leaks from fittings.
All batteries received on site should be immediately taken to the battery storage
building and placed on a pallet. Pallets should be shrink-wrapped before shipping
offsite for recycling.
PA50049178\Adm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doe
Hayes Iron & Metal January 27, 2012
12

■
The facility has the practice of only accepting on site scrap vehicles with a visible
hole in the gas tank. This practice should be continued and reinforced through
employee training. Likewise, the facility should try to limit the receiving of potential
storm water contaminants on site.
PA50049178\Adm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.dm
Hayes Iron & Metal January 27, 2012
13

5. STORM WATER MONITORING
This section describes both visual and chemical monitoring of storm water discharges that
must be performed in accordance with the general permit.
5.1 General Storm Water Monitoring Requirements
Under this general permit, storm water runoff monitoring will be conducted at Outfalls 001,
002, 003 and 004.
All storm water monitoring must be performed during a representative storm event. That is a
storm that generates at least 0.1 inches of precipitation and has been preceded by 72-hours
without a measurable precipitation event (0.01 inches). 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, and then stops, a sample may be collected if a rain
producing a discharge begins again within the next 10 hours.
5.2 Visual Storm Water Monitoring
Visual (qualitative) monitoring of storm water must be performed on a biannual basis for
Outfalls 001, 002, 003 and 004. The permittee shall report the analytical results from the first —
sample with valid results within the monitoring period. Monitoring must be performed in
accordance to the monitoring schedule below:
Tublr 2_ \Innitnrim. 5rhrrluL�
Monitoring li\'entt"
Start
End
I
January 1. 2010
June 30. 2010
1
July I.2010
IJecemlxr11.1010
3
January 1, 201I
June 30.2011
4
July 1.2011
Decemtxr31.2011
5
January 1. 2012
June 30, 2012
6
July 1. 2012
December:,I. 1012
7
Januan I. 2013
June 30. 2013
S
July 1, 2013
Ikceintvr 31. 1013
9
January 1, 20f4
June 30, 2014
10
Juh• 1, 2014
December 31. 1014
Footnotes.
I Maintain semi-annual monitoring durin_• twinit rene"'al process. 11 at the expiration of the General Permit. the
ficriumee has submitted an application for renewal of cm'craee hek,re the suhmival kkadfittx•. the fermiuce• trill be
considmil I rerw"H d coreraec. The applicant must continue semi-annual monitoring until the re neuc•d
Certificate of Cot'enwe is issued.
2 If no discharge o> curs durin_• the samplin_• rvriod the fx•rmiuee trust submit a monitoring repon indicating -Nn
Flow" within 30 dars of the end of Ov six-month sampling fxriod.
� I
P150049178\Adm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012
14

Visual monitoring does not need to be performed during a representative storm event except
for the first monitoring event. The first qualitative monitoring event during the coverage of
the permit must coincide with the initial analytical monitoring event. Qualitative monitoring
shall be done at each stormwater discharge outfall (SDO) regardless of representative outfall
status. The grab sample must be visually observed for the following:
• Color
• Odor
• Clarity
• Floating solids
• Suspended solids
• Foam
• Oil sheen
• Erosion or deposition at the Outfatl
• Other obvious indictors of storm water pollution
A record of these observations will be recorded on the Visual Storm Water Monitoring Form
in Appendix A.
5.3 Storm Water Sampling and Analysis
Storm water sampling and analysis shall be performed for each outfall and is required
semiannual during the permit coverage. The permittee shall compare the results to the
benchmark values in the Benchmark Values for Analytical Monitoring Requirements chart.
Exceedences of benchmark values require permittee to increase monitoring, increase
management actions, increase record keeping, and/or install stormwater Best Management
Practices (BPM's) in a tiered program. The permittee shall complete the analytical samplings
in accordance with the schedule specified in the monitoring schedule. A minimum of 60
days must separate each monitoring event unless monthly monitoring has been instituted
under a Tier Two response
In accordance with the general permit, a grab sample of the storm water runoff must be
collected at each outfall during the first 30 minutes of a representative storm event. The grab
samples shall be analyzed for the following constituents at the following Benchmark Values:
P150049178\Wdm\Reports\2012 S WPPP\2012.1.16 Siler City Hayes. SWPPP.doe
Hayes Iron & Metal January 27, 2012
15

Analytical Monitoring Requirements
'(able 1. :11:dnical \loniinine ltrttnlr'ellll'ntp
IlkOwl'_e
c.' I:rat ten>lics
Units
lilva,urenu•nt
Frvtl agree
S:uliple
'1'en•'
Sample
a
Location
pH
atandard
SeIII i-annual
Grub
SDO
Chemical Oxs Den Demand
nl_dL
semi :nnu:l
CIab
SDO
Toed Sus vended Solids
ruo/L
.cmi-annual
Crab
SDO
Oil & Greax•
nro/L
Semi-annual
Grab
SDO
Cadltlltlin- Toed Recave•rahle
nw/L
Semi-UnnUal
Grab
SDO
Colxr. Total Recoverable
nw/L
Semi-annual
Grab
SDO
Iron. Total Kcawerahle
meii-
Semi-annual
Grab
SDO
Lead. Total Recoverable
nadL
Srnri-annual
Grab
SDO
Lint. Total Rccovectble
nniL
semi-annual
Grab
SDO
(ntal Rainldtl14
inclve•s
:cmi-annual
Rain Lau_e
14nanolcs:
Nlea*umnent Prequence: Tice per year durine a re press ntaI ive Strain eve m.
'- Grab samples Shall Ix• eelk•eted Ir Allin tlu firm Jn ntinulcs of discharge Iran an SDO or deiention pond.
o S:mtple 1 �ttation: S:unples shell h• collected at each slornwaler di. har^, oun:ul!SD111 univ, reprei:m:u ive outlall icnus ha,
hen granted.
Par each SamplL-d rrprcc•nl: inc• Storm even Ilk• lot:d precipitation mint b; recorded. An on -site rain _auge or local rain g:nge
Nadine nma ha
Table �. Ilenrllnnu k N'alog> prat' Analctic:d \lonitorinI- Rguuit'enn•nls
D lscllar't�'e Characteristic's
flenclltnark Value
pH
Within range 6.0-9.0
Chemical ON c een Demand
1 _10 nw/L
Total Sus ended Solids
I W mJL
Oil S. Gneasc
30 mJL
Cadmium. Total Recoverable
0.001 mJL
Co xr. Total Re o%orlble
0.007 nw/L
Iron. Total Recoverable
N/A
Lead. Toad Recoverable
0.03 nw/L
Zinc. Total Recoverable
O.Oo7 m&L
P:\50049178Wdm\neports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.doc
Hayes Iron & Metal January 27, 2012
16
w
M

■
6. COMPREHENSIVE SITE COMPLIANCE EVALUATION
As part of the SWPPP requirements, the facility will conduct semiannual Comprehensive Site
Compliance Evaluations. These evaluations will assure that the facility is complying with the
requirements and guidelines prescribed in the SWPPP and that the SWPPP reflects current
conditions and operations at the facility. The site compliance evaluation consists of three
main tasks: a semiannual inspection, correction of any deficiencies, and preparation of a
summary report. Inspections are to be done once in the first half of the year (January -June)
and once during the second half of the year (July -December).
6.1 Semiannual Site Compliance Inspection
The Pollution Prevention Team (Table 1) shall designate an individual to conduct a
semiannual inspection to assure the effectiveness of the SWPPP. Semi Annual Site
Compliance Evaluation -Table 5 summarizes the actions to be taken as part of this inspection
and may be used as a checklist to complete the evaluation activities including the following:
• The description of potential pollutant sources is up to date and accurate;
• Areas of industrial activity are inspected for signs of pollutants entering the
storm drainage system.
• The drainage map reflects current conditions
• The storm water management BMPs and structural controls listed in the
SWPPP are implemented and effective
Any changes to the list of potential pollution sources or to pollution prevention measures
shall be incorporated into the SWPPP within 2 weeks of the evaluation. Any required
changes shall be implemented within 12 weeks of the compliance evaluation.
a6.2 Semiannual Site Compliance Report
A semiannual site compliance report shall be prepared summarizing the results of the
compliance evaluation. The information to be contained in the report should contain at least
the following:
• Personnel making the inspection
• Date(s) of the inspection
• Outline of inspection procedures (from Table 5);
• Major observations relating to the implementation of the SWPPP;
• Any non-compliance items
• Actions taken
This report shall be retained as a portion of the SWPPP for a period of at least three years. If
the report finds there are no non-compliance issues, the report shall contain a certification
that the facility is in compliance with the SWPPP and the report shall be signed by a member
of the Stormwater Pollution Prevention Team.
Pa50049178\Adm\Reports\2012 SWPPP\2012.1.16 Siler City Hayes SWPPP.dm
Hayes Iron & Metal January 27, 2012
17

6.3 Plan Revision/Correction of Deficiencies
The SWPPP will be reviewed and revised by the Pollution Prevention Committee on a
continuous basis, at a minimum annually following a site compliance evaluation. Additional
reviews will be conducted under any of the following conditions:
• A major change in operations
• Notification from the state to perform a review of the SWPPP
• A significant spill has escaped containment
• Construction activities have or will affect storm water flows and/or discharges
• Circumstances (i.e., malfunctioning storm water pollution prevention controls)
arise that might impact storm water quality
The SWPPP shall be revised immediately upon recommendations in the semiannual
compliance report or under other circumstances listed above. The plan will be updated to
incorporate the above activities, and any changes in management practices will be
implemented within 12 weeks of completion of a construction project or identification of a
spill or other problem.
P150049178V+dm\Repons%2012.S WPPPt2012.1.16 Siler City Hayes S WPPP.dm
Hayes Iron & Metal January 27, 2012
18

s
Hayes Iron and Metal
Siler City
` 35045'12.88"N
S 79029'42.05"W
l
l
t
'y Dewberry`
P.O. Box 1509
Danville VA. 24549-1509
551 Piney Forest Rd.
Danville VA 24540
[phone] (voice)
rchitects Figure 2- USGS Topographic Map: 101 Viven Betty Place
Engineers Chatham County, NC
Planners P:\50049178�Adm\Reports\Maps.pptx
Surveyors
■

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01
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Hayes Iron and Metal
Siler City
35045'12.88"N
79029'42.05"W
P.O. Box 1509
Architects
Topographic Map: 101 Viven Betty Place
lli Dewberry"
Danville VA. 24549-1509
Engineers
y, NC
551 Piney Forest Rd.
Planners
P:\50049178\1dm\Reports\Maps.pptx
Danville VA 24540
Surveyors
[phone] (voice)

OUTFALL
NUMBER
DESCRIPTION
OUTFALL 001
STORM WATER RUNOFF IS FROM THE WEST SIDE OF THE
PROPERTY CONSISTING OF THE GRAVEL YARD AND PARKING LOT.
OUTFALL 002
STORM WATER RUNOFF IS FROM ROOF DRAINS AT
11,100 S.F. BUILDING.
OUTFALL 003
STORM WATER RUNOFF IS FROM THE SWALE LOCATED ON THE
WESTERN SIDE OF THE PROPERTY AND OUTFALLS 001 AND 002.
OUTFALL 004
STORM WATER RUNOFF IS FROM THE SOUTHERN S1DE OF
THE PROPERTY WHICH IS MAINLY A GRAVEL YARD.
t
�llllliT��,
Percentage of Impervious Drainage Areas
Detention Pond e1 45%
Detention Pond g2 22%
J♦}PROPOSED LOCATION
OF OFFICE BUILDING
/ AND TRUCK SCALE
v
12' ROOF DRAIN
I
.
PROPOSED
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EX. 11, 100 S.F.
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VICINITY MAP
SITE DATA
PROPERTY ONO'(R.' (MNTFR PARTNERSHM
'�•1019 519
1419 R X 51
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APFC.Y.'AN]` P/FM'L-NAfi•DY LIAHT£D PARTNERSYP
1019 ROWS 519
fNY/n' R. PA 15JJ0
(Z 4)-228-5420
MrA2 AREA' 21.524 AC
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RECEIVED JAN 1 0 2005
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84 LUMBER
1019 ROUTE 519
DCHTY NUR. PA im
[phone]
EROHRIDISING
REVISONS
BUILDING
RMS10NS
NEW OFFICE ADDITION
101 VNEN BETTY PUCE
SILER CITY TRUSS
CiLIT COUNTY, NC Y7J
PROJECT INFORMAP N
tort D"R0 AiS
A
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s xE: 5o
Joe N0. 11924
STORE N0. 2300
SHEET N0.
DEs1cN er: Tuc
DRAWN BY: CK
DATE: 12 23 Oa

IIIN•M11JLYk
101 Viven Betty
U.S. Fish and Wildlife
Place
National Wetlands
Inventory
Jan 23, 2012
Wetlands
- Freshwater Emergent
- Freshwater FOreSled/Shmb
- Estuarine and Marine Deepwater
- Estuarine and Marine
- Freshwater Pond
- Lake
f
Rivenne
Other
toa m
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Thle mep le br ge W , e,q aNy. TUe US FIM xM WIdIMe SeMce Is nm
ropomlMe br IM e[cu,Ky sr & i M. Nte eh— — We map. M
xvlMMe n1eME Este aMUIE G useE In ecC..ce wits U. Iryal malsNla fourW on
IM WeftM Mapper,seb site.
User Remarks:
Figure 4

■
TABLE 1
STORM WATER POLLUTION
PREVENTION TEAM MEMBERS

TABLE 1
STORM WATER POLLUTION PREVENTION TEAM MEMBERS
Hayes Iron & Metal
Siler City North Carolina
Name
Phone Number
Charlie Wright
434-251-9233
D.J. Alderson
434-251-9574
Joel White *
434-334-6685
*Individual designated to conduct a semiannual inspection.
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TABLE 2
MATERIAL INVENTORY
AND
MANAGEMENT PRACTICES

0
TABLE 2
MATERIAL INVENTORY AND MANAGEMENT PRACTICES
Hayes Iron & Metal
Siler City, North Carolina
Material
Container or
Means of Shipment,
Potential
Potential
Packaging
Delivery, and Storage
for
Risk of
Exposure
1 Exposure
Raw Materials
Diesel Fuel
AST
Tanker Truck
Low
Moderate
Containment
Lubricating Oils
Drums
Delivered by truck and stored
Low
Moderate
in maintenance building
Hydraulic Fluid
Drums
Delivered by truck and stored
Low
Moderate
in maintenance building
Batteries
None
Normally in vehicles when
Low
Moderate
brought to site. Stored
indoors on pallets. Shrink-
wrapped prior to shipment
off site.
Wastes and Byproducts
Waste Motor Oil
Drums
Stored in maintenance
Low
Moderate
building and picked up by
contractor
Waste Hydraulic
Drums
Stored in maintenance
Low
Moderate
Fluid
building and picked up by
contractor

TABLE 3
SIGNIFICANT SPILLS AND LEAKS
Hayes Iron & Metal
Siler City, North Carolina
Date
Material and
Quantity Released
Description of Release
Circumstances Leading
to Release
SIGNATURE:
DATE:

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TABLE 4
OUTFALL AND DRAINAGE
AREA INFORMATION

TABLE 4
OUTFALL AND DRAIANGE AREA INFORMATION
Hayes Iron & Metal
Siler City, North Carolina
Outfall
Outfall Description
Industrial Activities
Number
001
Runoff from the area of the
Handling and storage of scrap metal.
gravel yard and gravel
parking lot.
002
Runoff from the roof drains
Handling and storage of scrap metal.
of the 11,000 s.f. building.
003
Runoff from the swal located
Handling and storage of scrap metal.
on the western side of the
property and Outfalls 001
&002.
004
Runoff from the southern
Handling and storage of scrap metal.
portion of the gravel yard.

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TABLE 5
SEMIANNUAL
SITE COMPLIANCE EVALUATION
m

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TABLE 5
Semiannual Site Compliance Evaluation
Hayes Iron & Metal
Siler City, North Carolina
Semiannual Site Compliance Evaluation
Summary of Activities
1.
Update list of Pollution Prevention Team members, phone numbers, etc.
2.
Inspect areas of activities.
a. Update lists of materials and management practices used at the facility
(Table 2).
b. Note any changes in material handling practices.
C. Update outfall information as necessary (Table 4).
d. Inspect storm water outfalls for sign of pollutants.
3.
Evaluate existing BMPs to assure that they are adequate and properly
implemented.
4.
Review records to assure all required inspections have been completed and
recorded.
5.
Evaluate any storm water monitoring data for elevated levels of pollutants.
6.
Update the facility spill list (Table 3).
7.
Review the above information and note any non-compliance and determine if
additional BMPs or structural controls are needed.
SIGNATURE:
DATE:

MONTHLY FACILITY INSPECTION REPORT
Hayes Iron & Metal
Siler City, North Carolina
Check the appropriate box for each item. Comment on any response that needs explanation.
Further description or comments should be attached on a separate sheet of paper if necessary.
Yes No Comments
Materials properly stored to minimize
impact to storm water runoff
Material storage containers, piping, valves,
etc. in good condition (no corrosion, etc.)
Containment area free of spilled material or
excess standing water
Noticeable signs of spills or leakage from
containers
Leachate collection system operating
properly with no release to storm drains
Waste containers and temporary staging areas
in good condition
Yard surface in good condition (ie check for
presence of washouts, gullies, etc.)
Additional Comments/Problems Identified:
Date:

a
M
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: http://h2o.enr.state.nc.us/sti/Forms Docunrents.him#miscforms
Permit No.:
Facility Name:
County:
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
or Certificate of Coverage No.: N/C/G/_/_/_/_/_/_/
No.
Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary). .
'-------------------------------------------- ---- _----------__-.---- ---- --- -------------- ---__...----.
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. j
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
M (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 area:
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.):
Page 1 of 2
SVX-242-112608

4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 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:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 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 No
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
SWO-242-1I2608

POST SPILL DISCHARGE REVIEW FORM
Hayes Iron & Metal
Siler City, North Carolina
Date: Reported By:
Time: Reported To:
Substance Spilled:
Estimated Quantity Spilled:
Sketch Spill Location and Flow in the box below.
How Spill Occurred:
Response Actions Taken:
Adequacy of Response Actions:
Revisions to Response Procedures Required: Yes _ No
If "Yes" Describe:
Date Procedures Revised and Incorporated in Plan:
Signature: Date:

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