NCG160150_COMPLETE FILE - HISTORICAL_20140930

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V 0150
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ 05 b ► LJ�
YYYYMMDD

Compliance Inspection Report
Permit: NCG160150 Effective: 10/01/09 Expiration: 09/30/14 Owner: Rogers Group Inc
SOC: Effective: Expiration: Facility: Rogers Group, Inc.
County: Henderson 2700 Asheville Hwy
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Region: Asheville
Contact Person: Title:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 07/26/2012
Primary Inspector: Susan A Wilson
Secondary Inspector(s):
EntryTime: 10:00 AM
Certification:
Hendersonville NC 28791
Phone: [phone]
Exit Time: 11:00 AM
tj
Phone:
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Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Asphalt Paving Mixture Stormwater Discharge COC
Facility Status: 0 Compliant 0 Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
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Page: 1

Permit: NCG160150 Owner - Facility: Rogers Group Inc
Inspection Date: 07/26/2012 Inspection Type: Compliance Evaluation
Inspection Summary:
No 5�- _ rpp(141
Reason for Visit: Routine
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Page: 2

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Permit: NCG160150 Owner - Facility: Rogers Group Inc
Inspection Date: 07/26/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Sturmwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
G /7^5%S To AT SPDs M77­6/L--
u # Does the Plan include a detailed site map including outfall locations and drainage areas?
!� # Does the Plan include a list of significant spills occurring during the past 3 years? �5ifrLC5
# Has the facility evaluated feasibie alternatives to current practices?
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary? ✓
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Party(s)? Ll
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program? lwy 0, q)TRj V
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: 001 aril Z 05t.1
Qualitative Monitori 4/6/f1 I zlR/tR ' l t zIZ (Nv-, Y4n7r)
Has the facility conducted its Qualitative onitoring semi-annually?
Comment:
Analytical Monitoring
Has the facility conducted its Analytical monitoring? Z��� t,-
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comment:
Permit and Outfalls
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# If the facility has representative outfall status, is it properly documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges? 6WY)5 ���)Comment:
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Yes No NA NE
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Yes No NA NE
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Yes No NA NE
Page: 3

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
August 14, 2012
Mr. Van D. Medlock, Environmental Manager
Rogers Group, Inc.
421 Great Circle Road
Nashville, TN 37228
SUBJECT: NPDES Stormwater Permit Compliance Inspection
Rogers Group, Inc.
Permit No: NCG160150
Henderson County
Response Deadline: September 14, 2012
Dear Mr. Medlock:
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on
July 27, 2012, with the assistance of Jon Parton, Asphalt Plant Supervisor. The facility was found
to be in compliance with permit NCG 160150. However, several items should be improved at the
site.
Enclosed is a copy of the Compliance Inspection Report. Please provide this office with a written
response as to when the facility will complete the recommended measures.
Please contact me at [phone] or Susan.A. Wilson(a)mcdenngov, if I can be of any further
assistance.
Sincerely,
Susan A. Wilson
Environmental Engineer
Surface Water Protection
Enclosure
cc: David Wilson, Rogers Group, 2700 Asheville Hwy., Hendersonville, NC 28791
Central Files
Asheville Files
S:1SWP1Hendersonl.Storntwater\NCG16 Asphalt Paving MixtureslRogers Group NCG160150120121LTR.CE1 NCGi60150.8 2012.doc
Location: 2090 U.S. Highway 70, 5wannanoa, North Carolina 28778
Phone: [phone]M FAX: [phone] One
NorthCarolina
Internet: www.ncaraterqualiry.org Natllt'llCll!
An Equal Opportunity i Affirmative Action Employer ✓

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---Compliance-Inspection-Report--F-._.---_- --- -
Permit: NCG160150 Effective: 10/01/09 Expiration: 09/30/14 Owner: Rogers Group Inc
SOC: Effective: Expiration: Facility: Rogers Group, Inc.
County: Henderson 2700 Asheville Hwy
Region: Asheville
Hendersonville NC 28791
Contact Person: Jon Parton Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: 07/27/2012 Entry Time: 02:00 PM Exit Time: C4:00 PM
Primary Inspector: Susan A Wilson Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Asphalt Paving Mixture Stormwater Discharge COC
Facility Status: ■ Compliant 0 Not Compliant
Question Areas:
N Storm water
(See attachment summary)
Page: 1

Permit: NCG160150 Owner - Facility: Rogers Group Inc
Inspection Date: 07/27/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Susan Wilson (DWQ) met Jon Parton (of the Rogers Group, Inc.) at the asphalt plant in Hendersonville on July 27, 2012.
Recycled asphalt, sand, gravel are stored on -site for use, along with chemicals used for asphalt production. The plant
also will use a small percentage of recycled asphalt shingles (to be tested/crushed offsite). There was some citizen
concern re. the recycled asphalt shingles - DWQ does not expect adverse impacts to water quality due to stormwater from
the recycled asphalt shingles, with the small percentage and crushing performed off -site.
DWQ does have several recommendations for the site (some of which were stated previously):
1) The SWPPP should be reviewed and errors corrected.
2) The site plan/drainage should be improved, with outfalls clearly noted (and drainage throughout the site updated and
noted).
3) DWQ recommends better communication/employee training (DWQ did not see the annual training noted).
4) Secondary containment should be provided for the fuel tank.
5) The bermed areas should be stabilized (to prevent loss of sediment to the tributary to Mud Creek).
Because a rain event occurred during the time of inspection - it was noted that the outfall near the unnamed tributary
(south side) likely needs to be enlarged. It provided little to no detention for rainfall events. This should be re-evaluated.
No sand dipping is performed by the facility (a letter from the DWQ indicated this was done under prior ownership). No
sand dipping should be performed again without first contacting AROIDWQ (Jon indicated that this was highly unlikely).
Page: 2

Permit: NCG160150 owner - Facility: Rogers Group Inc
Inspection Date: 07/27/2012 Inspection Type: Compliance Evaluation
Reason for Visit:
Routine
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
D
D
D
# Does the Plan include a General Location (USGS) map?
■
D
D
D
# Does the Plan include a "Narrative Description of Practices"?
■
D
D
0
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
D
D
D
# Does the Plan include a list of significant spills occurring during the past 3 years?
■
D
D
D
# Has the facility evaluated feasible alternatives to current practices?
D
D
D
■
# Does the facility provide all necessary secondary containment?
D
■
D
D
# Does the Plan include a BMP summary?
■
❑
D
D
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
D
D
D
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
D
D
❑
# Does the facility provide and document Employee Training?
■
D
D
D
# Does the Plan include a list of Responsible Party(s)?
■
D
D
D
# Is the Plan reviewed and updated annually?
■
D
❑
D
# Does the Plan include a Stormwater Facility Inspection Program?
■
D
D
D
Has the Stormwater Pollution Prevention Plan been implemented?
■
D
❑
D
Comment: The SWPPP needs to be reviewed again -there appear to be some errors
re. what is stored on site, tank sizing, etc. There also appear to be some incorrect
references within the plan.
The site plan and drainage areas should be updated, as it was somewhat unclear.
DWQ also suggests that the stormwater outfalls be designated (as Stormwater Disharge
Outfall 01, 02, etc. - SDO-01, SDO-02) - and this designation remain consistent.
Although the employee training program is documented - DWQ suggests the corporate
environmental coordinator visit the site at least annually and go over the plan, good
housekeeping, sample locations, etc. (it was unclear if the employee training had been
completed by necessary parties at the site).
Secondary containment should be provided around the fuel tank area (please submit a
schedule of compliance for this).
NE = Not Evaluated; NA = Not Applicable
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ D D D
Page: 3

Permit: NCG160150 Owner - Facility: Rogers Group Inc
Inspection Date: 07/27/2012 Inspection Type: Compliance Evaluation
Comment:
Analytical Monitoring
Has the facility conducted its Analytical monitoring?
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comment: No routine vehicle maintainance is conducted on -site.
Reason for Visit: Routine
Analytical monitoring for asphalt activities only. Analytical monitoring should be done in
conjunction with qualitative monitoring.
Permit and Outfalis
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfails observed during the inspection?
# If the facility has representative outfall status, is it properly documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: The illicit discharge certification should be signed (it appears updated but
should be signed).
Outfalls were observed (and after a rain event). Discharge was noted from the outfall
south of the property (near the unnamed tributary to mud creek); no discharge was
noted from the outfall to Mud Creek after the rain event.
■000
DD■D
Page: 4

Wilson, Susan A
From: Van Medlock [[e-mail]]
Sent: Tuesday, September 11, 2012 4:42 PM
To: Wilson, Susan A
Cc: Jonathan Parton; David Wilson
Subject: Ralph Rogers & Company - Hendersonville Asphalt
Attachments: SiteMap2012-1.pdf
Susan, Rogers is in receipt of your inspection report dated August 14, 2012, related to our above referenced facility.
There were five (5) specific items that you wanted improvement on with respect to your report and this email is
intended to address those. More specifically:
1. The SWPPP has been reviewed and the corrected documents have been sent to the facility.
2. Attached is an updated drawing that clearly shows the requested information.
3. Training has been scheduled for this fall and will be completed within 30 days.
4. A Secondary containment structure has been located for the fuel tank at this facility and shipping arrangements
are being made to send to site.
5. The Berms stabilization should be nearing completion as work has been progressing as time permits.
If you have any other questions or need any additional information please do not hesitate to contact Mr. Parton or
myself directly. Thanks - Van
Please take a few minutes to become familiar with all of your environmental permits!
Sincerely,
Van Medlock
Director of Environmental Services
Rogers Group, Inc. - Aggregate Operations
615.780.5781 o
615.812.9589c
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GRIMESDALE HOMES ASSOCIATION
185 N. Mason Way
Hendersonville, NC 28792
.5 July 2012
Paul K. Muller
N.C. Dept. of Environment & Natural Resources
Division of Air Quality
2090 U.S. Highway 70
Swannanoa, NC 28778
Dea: Mr. Muller:
pCCEOWE
JUL 9 2012 0
DIVISION OF AIR QUALITY
ASHEVILLF REGIONAL OFFICE
We understand that Rogers Group, Inc. has applied for a permit, in accordance with
N.C. General Statute 143-215.108(o, to expand its asphalt plant on Mud Creek one mile
north of Hendersonville. This expansion will allow the recycling of old shingles at the
facility. We, as a community, advocate recycling whenever possible, including the
recycling of used roof shingles. However, asphalt recycling must be properly managed
and monitored to.avoid serious health and.environmental.hazar.ds, including fire, air
pollution, and water pollution.
Old asphalt. shingles- especially those manufactured' before 1990, may contain asbestos, a
mineral that causes Iung disorders and cancer, as well as polycyclic aromatic
hydrocarbons (PAmany, of.which,arq hazardous. If not handled properly, used
shingles can release these hazardous substarices into the air, nearby water sources, and
adjacent roads. If Rogers Group is allowed to recycle shingles, during rainstorms
hazardous chemicals and metals can be washed into Mud Creek (a principal tributary of
the French Broad River), can enter the ground water, and can spill onto roadways
surrounding the asphalt plant, where they will be kicked into the air by trucks and other
vehicles at the plant. These operations pose serious health risks to local residents.
To a•,n, d } hal vielations of the fect-1,41 Water Acr. f(-deral Clean Air Act. _and
local fire regulations, the Rogers Group plant should be required to do the following
before the Division of Air Quality (DAQ) issues a permit to expand the facility:
(1) Completely enclose its operations, including the truck loading and unloading areas,
used asphalt piles, and asphalt processing areas
(2) Submit effective and complete plans for controlling dust, odors, and water runoff.
In addition,. DAQ shquW-.be, required two do the following:.;
(1) Con duct. comprehensive periodic inspections of the,plarit's facilities.
(2) Monitor storm water discharges, particulate emissions, and odors at the plant.
As you know from previous complaints and correspondence, residents in our
community already suffer from noxious odors, airborne particulate matter, and late -
Charles Mason, GHA President [e-mail] [phone]

r
Letter to Paul K. Moller front the Grinzesdale Homes Association, 5 July 2012 Page 2 of 2
night noises from the Rogers Group asphalt plant. We sincerely hope that DAQ will not
exacerbate our woes by allowing this plant to add asbestos and PAHs to its toxic
emissions through a inismanaged or poorly monitored shingle -recycling operation. We
implore you to require the .necessary safeguards listed above before you issue a permit
for this facility expansion.
Sincerely,
Charles Mason
President, Grimesdale Homes Association
cc:
• Harold Brady, N.C. Dept. of Environment & Natural Resources, Division of Air
Quality, 2090 U.S. Highway 70, Swannanoa, NC 28778
• Rep. Chuck McGrady, N.C. House of Representatives, 16 W. Jones St., Raleigh, NC
27601-1096
• Henderson County Board of Commissioners, Historic Courthouse, 1 Historic
Courthouse Squitre, Suite 1, Hendersonville, NC 28792
• Diane Norman. Managing Editor, Times-Nev,s, P.O. Box 490, Hendersonville, NC
28793

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NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 25, 2011
Mr. Van D. Medlock
Environmental Manager
Rogers Group, Inc.
421 Great Circle Road
Nashville, TN 37228
Dee Freeman
Secretary
Subject: NPDES General Permit NCG160000
Certificate of Coverage NCG160150
Roger Group, Inc.
Formerly Tarheel Paving Co. Asphalt
Plant
Henderson County
Dear Medlock:
On January 27, 2011, Division personnel received your request to revise your stormwater permit
Certificate of Coverage to accurately reflect your new company and facility name.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in the
General Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under
the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at 919-807-6300.
cc: DWQ Central Files
Asheville Regional Office
Stormwater Permitting Unit
Sincerely,
ORIGINAL SIGNED BN
KEN PICKLE
for Coleen H. Sullins
a,
i
1 To
Wetlands and Stormwater Branch
1617 Mau Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Ralegh, North Carolina 27604
Phone: [phone] FAX: 91 M07-64941 Customer Service: 1.877-623-6748
Internet: www.ncwaterquality.org
WATER QUALM.- n_
A�i`''-'""F � ._ No hCarolina
; atura!!y
An Equal opportunity 1 Affirmative Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160150
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Rogers Group, Inc.
is hereby authorized to discharge stormwater from a facility located at
Rogers Group, Inc.
2700 Asheville Highway
Nashville
Henderson County
to receiving waters designated as Mud Creek in the French Broad River Basin in accordance with the
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 11, III, IV, V and
VI of General Permit No. NCG160000 as attached.
This certificate of coverage shall become effective April 25, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 25, 2011. ORIGINAL SIGNED B1
KEN PICKLE
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

s �0F W A TF9 p
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April 27, 2007
Mr. Rick Moore
Carolina Material Sales, LLC
PO Box 547
Mountain Home, NC 28758
Dear Mr. Moore:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Certificate of Coverage NCG160150
Carolina Material Sales, LLC
Formerly Tarheel Paving Co. Asphalt
Henderson County
Division personnel have reviewed and approved your request to transfer coverage under the General Permit,
received on March M, 2007.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in the General
Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under the requirements of
North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at [phone], extension 502.
Sincerely„ r, �,,.�1UA! SIGNED Z`./
+`;l� -K
Alan W. Klimek P. E.
cc: DWQ Central Files
Asheville Regional Office, Water Quality Section
Stormwater Permitting Unit
DD
One
No Carolina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal O000rtunitv1Atfirmative Action Employer— 50% Recycledl10% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160150
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
CAROLINA MATERIAL SALES, LLC
is hereby authorized to discharge stormwater from a facility located at
CAROLINA MATERIAL SALES, LLC
2700 ASHEVILLE HIGHWAY
HENDERSONVILLE
HENDERSON COUNTY
to receiving waters designated as Mud Creek in the French Broad River Basin in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts 1, 1I, III, 1V, V, and VI of General Permit
No. NCG 160000 as attached.
This certificate of coverage shall become effective April 27, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
v lz ltiAL SIGt\,1=D
Signed this day April 27, 2007. `R PiCKl
Alan W. Klimek, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Latitude: 35" 21' 19"
Longitude: 82° 28' 20"
USGS Quad #: F09SW (Hendersonville)
River Basin #: 04-03-02 (French Broad) •
Receiving Stream: Mud Creek
Stream Class: C
Tarheel Paving Co.
Asphalt Plant
Henderson County
NCG160150

F \N A Michael F, Easley, Governor
William G. Ross Jr., Secretary
`O� G North Carolina Department of Environment and Natural Resources
Wa
Alan W. Klimek, P.E. Director
—r Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
June 21 2006 r..,
Mr. Brad Rose, Operating Member
Carolina Material Sales
Post Office Box 547
Mountain Home, North Carolina 28758
SUBJECT: Compliance Evaluation Inspection
Permit No-. NCG160150
Henderson County
Dear Mr. Rose:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on June 15, 2006. Larry Frost of the Asheville Regional Office
conducted the Compliance Evaluation Inspection. The facility was found to be in
Compliance with permit NCG160150.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500
Ext.4658.
Since
Larry F,,
Envir nmental Engineer
Enclosure
cc: Stormwater Unit
Central Files
Asheville Files
NorthCarolina
✓Valurally
2nnn 7n Curannnnna. Nr. '2R778 Telenhone: [phone] Fax: [phone] Customer Service 1 877 623-6748

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A'. National Data System Coding (i.e., PCS)
Transaction Code NPDES yrfine/day Inspection Type Inspector Fac Type
1 I jj 2 I S I 31 PCG160150 11 121 06/06/15 17 18I'I 19LSI 201
I I 1= I
Remarks
21 g
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA---- ------- ---------- --Reserved-----------------
671 169 701 1 71 11 121 N1 73 [_J_j 74 75[
11 I I 11 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:00 AM 06/06/15
04/08/01
Tarl:eei Paving Co Asphalt Plt
Exit Time/Date
Permit Expiration Date
2700 Asheville Hwy
Hendersonville NC 26791
12:00 PM 06/06/15
09/07/31
Name(s) of Onsite Representative(s)lTitle s(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible OfficiallTitle/Phone and Fax Number
Apac Coastal Carolina,1310 Pa Main St Hendersonville taC Contacted
28792//828-693-8741/8286933680 Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Storm Water
Section D: Summary of Find in/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspecter(s) Agency/Office/Phone and Fax Numbers Date
Larry Frost ARC) NQ//828-?96-4500 Ext.4658/ el/l
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Daf
/
W / t�
C�
1 }
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

IF .
NPDES yrtmo/day Inspection Type
NCGl60i50 I11 12I 06/06/15 I17 18
Lc I
(cunt.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
This facility has recently been purchased by, -
Carolina Material Sales
- PO Box 547
- Mountain Home, NC 28758
- Office 828.692.7001
- Fax [phone]
- Operating Member - Brad Rose
- Cell 828.273.4205
Tarheel Paving had a SWPP plan in 2005 prior to the sale, however the SWPP was not given to the new
owners. The new owners have developed a plan that appears to cover all of the requirements of the permit
and have implemented it. The plan must be kept on site and records (both training, inspection and
monitoring) must be retained on site for 5 years.
Repairs must be immediately made to the secondary containment, there are holes in the structure that must
be patched. The secondary containment valves must be kept closed and locked to prevent oil spills.
Draining of the secondary containment must be done cautiously to prevent oil contamination of the
surrounding area.
Page # 2

of
--—— ——-——-— — -- — -— _ — — — ——
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(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Permit Number: NCG160150
Henderson County
Tarheel Paving Co Asphalt Plt
John L. Pace
Tarheel Paving Co Asphalt Plt
1310 N Main St
Hendersonville, NC 28792
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III�N96 PAnnual Fee Period: 20.
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Invoice Date: 02/.
Due Date: 03/'.
Annual Fee: $8C
Check Number:
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United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8.31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 1,,j 2 U 31 NCG160150 1 11 121 05/04/05 117 18 U 19 t_J 20 U
Remarks
21LI LLI I_I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I 11 166
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ----------- —-------------- Reserved -----------------------
67 [ 1 69 70 LJ 71 U 72 U 73 LLJ 74 75LI 11_- I 1___ I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Tarheel Paving Co Asphalt Pit
03:00 PM 05/04/05
04/08/01
Exit Time/Date
Permit Expiration Date
2700 Asheville Hwy
Hendersonville NC 28791
03:30 PM 05/04/05
09/07/31
Name(s) of Onsite Representative(syTitles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
John L Pace,1310 N Main St: Hendersonville NC Contacted
28792//828-593-8741/8286933580 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review 0 Effluent/Receiving Waters E Storm Water
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Roy M Davis ARO kQ//828-296-4500 Ext.4659/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.

I
NPDES yrlmolday Inspection Type
31 _ NCGI60_15D J 11 12 � 05/04/05 117 18 i WI
Section D: Summary of FindinglComments (Attach additional sheets of narrative and checklists as necessary)
I have spoken to the owner about maintaining a little wider vegetated buffer .:here the property is bordered
by streams.
I

�0F INT RG� Michael F. Easley, Governor
William G. Ross Jr., Secretary
`O G North Carolina Department of Environment and Natural Resources
� Alan W. Klimek, P.E., Director
"I Division of Water Quality
o �
3/ 18/2004
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JOHN L PACE
TARHEEL PAVING CO ASPHALT PLT
1310 N MAIN ST
HENDERSONVILLE, NC 28792
Subject: FINAL NOTICE - NPDES Stormwater Permit Renewal
Tanccel Paving Co Asphalt Pit
COC Number NCG 160150
Henderson County
Dear Pertnittee:
Your facility is currently covered for stormwater discharge under General Permit NCG 160000. This permit will
expire on July 31, 2004, North Carolina General Statute 143.215.1(c) requires that an application for permit
coverage renewal be filed in a timely manner. A prior notice of renewal was sent for this site on December I,
2003, To date, no response has been received by the Division of Water Quality (DWQ)r' In order to assure your
continued coverage under the general permit, you must apply to DWQ for renewal of your permit coverage.
Enclosed you will find a general permit renewal application form. The application must be completed and returned
by April 19, 2004 in order to assure continued coverage under the general permit.
Failure to request renewal by April 9, 2004 can result in a civil assessment of at least $250.00. Larger penalties
may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility without
47
coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $10,000 per day.
If you have any questions regarding the permit renewal procedures please contact Bill Mills of the Central Office
Stormwater Unit at [phone], ext. 548
Sincerely,
455C',zln.L'
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
SWGPU Files
Asheville Regional Office D E C V
MAR 3 l 2004
WATI R QUALITY SEGTION
ASHEVILLE REGIONAL O
u�nruo
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1-800-623-7748

QDivision of Water Quality / Water Quality Section
NCDENRNational Pollutant Discharge Elimination Systcm
NohSH C+�w. Oerwa:Nerr o�
Er+naon Mer:.w� knTVA� RcsOuaces
NCG160000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG160000:
STORMWATER DISCHARGES associated with activities classified as:
SIC 2951 Asphalt Paving Mixtures and Blocks
Standard Industrial Classification Code
Note: Portable hot mix asphalt facilities may begin operation upon submittal of a Notice of Intent (NOI) and
implementation of a stormwater pollution prevention plan. Portable plants are defined as a temporary plant
installation for the purpose of dedicating at least 75% of all materials to a specific job or a plant which
continuously occupies a site for a period of six months or less. New permanent installations are required to
submit a NOI 90 days prior to beginning industrial activities.
(Please print or type)
1) Mailing address of ownertoperator:
Name
Street Address
City
Telephone No.
State ZIP Code
Fax:
Address to which all permit correspondence will be mailed
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City State ZIP Code
County
Telephone No. Fax:
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection).
(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) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
❑ Existing
5) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code:
Page 1 of 3
SWU-231-101701

NCG160000 N.O.I.
6) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility:
7) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property?
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in?
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).
8) Does this facility have any other NPDES permits?
❑ No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
9) 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:
10) Does this facility employ any best management practices for stormwater control?
❑ No
❑ Yes
If yes, please briefly describe:
11) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
❑ Yes
If yes, when was it implemented?
12) Does this facility employ wet scrubbers for air particulate removal?
❑ No ❑ Yes
13) Are vehicle maintenance activities occurring at this facility?
❑ No ❑ Yes
14) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
❑ 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?
❑ No ❑ Yes
Page 2 of 3
SW U-231-101701

NCG160000 N.O.I.
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste. -
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:_
Vendor address:
15) 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 Article 21 or
regulations of the Environmental Management Commission implementing that Article, or who falsifies,
tampers with or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to
exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or
both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title:
(Signature of Applicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $80 made payable to NCDENR
❑ This completed application and all supporting documents
❑ Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater and General Permits 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.
Page 3 of 3
5 W U-231-101701

Division of Water Quality
• 1617 Mail Service Center
Raleigh, NC 27699-1617
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
January 26, 2001
Mr. John L. Pace
Tarheel Paving Co.
1310 N. Main St.
Hendersonville, NC 28792
1 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: General Permit No. NCG160000
Tarheel Paving Co.
COC NCG160150
Henderson County
Dear Mr. Pace:
In accordance with your application for discharge permit received on December 20, 2000, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Ms. Delonda Alexander at
telephone number 919/733-5083 ext. 584.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY BENNETT
Kerr T. Stevens
cc: Asheville Regional Office
Central Files
Stormwater and General Permits Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

- State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
March 15, 2002
Mr. John L. Pace, President
Tarheel Paving, Inc.
1310 North Main Street
Hendersonville, North Carolina 28792
Dear Mr. Pace:
-
OCODTO
ENVIRONMENT AND NATURAL RESOURCES
Subject: Sand Dipping Operation
Tarheel Paving
Certificate of Coverage Number
NCG160150
Henderson County
On March 13, 2002 you showed me three locations on Mud Creek from
which you would like to dip sand with a track hoe. The removed sand
would be placed directly into dump trucks, thereby avoiding double
handling, for subsequent use in your asphalt mix. Based upon past
experience you propose dip sand from a length of stream of less than 150
feet and to disturb less than one acre of land.
I have made inquiries and have determined that the Division of water
Quality does not regulate the proposed activity_ The answer would be
different if you placed the dipped sand on the ground before placing it
in trucks for transportation to your asphalt plant or if you dipped sand
from a length of Mud Creek exceeding 150 linear feet. Therefore, as far
as the Division of Water Quality is concerned, you may use a track hoe to
dip sand from Mud.Creek at any one of the locations shown to me and place
the dipped sand directly into dump trucks so long as no Stream Standards
violations for turbidity occur and you do not effect more than 150 linear
feet of stream.
I would suggest that you stay far enough back from the bank of Mud
Creek to avoid disturbing the stream side vegetative cover. In fact you
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

0
r
John L. Pace
March 15, 2002
Page Two
might find it necessary or desirable..to augment that vegetative cover. I
would suggest that you contact Mr. Bill Beck with the Land Quality
Section, to determine if the,proposed-activity requires a State Mining
Permit. Mr. Beck may -be reached at the same phone number as you use to
reach me.
I have previously discussed similar projects with Mr. Dave Baker with
the U.S. Army Corps of Engineers and Mr. Baker says his Agency does not
regulate the proposed activity so long as you go directly from the track
hoe to the trucks and do not double handle the material.
You asked me to include a statement in this letter as to whether or
not dipping sand from Mud Creek would do damage to the stream. The damage
to Mud Creek was done when the sand and clay was -originally deposited
thereby smothering the rocky stream bottom. Limited removal of that sand
and clay will have little to no adverse impact on the stream.
Please do not hesitate to call me at 828-251-6208 should you need
to discuss this matter further.
Sincerely,
Roy M. Davis
Environmental Engineer
xc: Bill Beck
Dave Baker
TARHEEL4.01
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity affirmative Action Employer 50% recycled/10% post -consumer paper

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State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
December 17, 2001
Mr. John L. Pace, President
Tarheel Paving, Inc.
1310 North Main Street
Hendersonville, North Carolina 28792
Dear Mr. Pace:
�f
NCDENR
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE5OURCE5
Subject: Sand Dipping Operation
Tarheel Paving
Certificate of Coverage Number
NCGIG0150
Henderson County
On December 14,2001 you showed me a section of Mud Creek from
which you would like to dip sand with a track hoe. The removed sand
would be placed directly into dump trucks, thereby avoiding double
handling, for subsequent use in your asphalt mix. Based upon past
experience you propose to dip sand in the order of twice a year and
disturb less than one acre of land.
I have made inquiries and have determined that the Division of
Water Quality does not regulate the proposed activity. The answer
would be different if you placed the dipped sand on the ground before
placing it in trucks for transportation to your asphalt plant or if you
dipped sand from a length of Mud Creek exceeding 150 linear feet.
Therefore, as far as the Division of Water Quality is concerned, you
may use a track hoe to dip sand from Mud Creek, where it flows along
side your asphalt plant property, and place the dipped sand directly
into dump trucks so long as no Stream Standards violations for
turbidity occur and you do not effect more than 150 linear feet of
stream.
I would suggest that you stay far enough back from the bank of Mud
Creek to avoid disturbing the stream side vegetative cover. In fact
you might find it necessary or desirable to augment that vegetative
cover. I would suggest that you contact Mr. Bill Beck with our
Department of Land Quality Section,to determine if the proposed
activity requires a State Mining Permit. Mr. Beck may be reached at
the same phone number as you use to reach me. For the record I
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

John L. Pace
December 18, 2001
Page Two
will state that I have discussed this proposal with Mr. Dave Baker with
the U.S. Army Corps of Engineers and Mr. Baker says his Agency does not
regulate the proposed activity so long as you go directly from the
track hoe to the trucks and do not double handle the material.
Please do not hesitate to call me at 828-251-6208 should you need
to discuss this matter further.
Sincerely,
1
Roy M. Davis
Environmental Engineer
xc: Bill Beck
Dave Baker
TARHEEL3.01
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
August 28, 2001
Mr. John L. Pace, President
Tarheel Paving, Inc.
1310 North Main Street
Hendersonville, North Carolina 28792
I h 0
! 0.0 ? FA
IT
00��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Inspection
Stormwater Pollution Prevention
Lll,, system
�VTarheel Paving
Permit Number NCG1601500
"enderson County
Dear Mr. Pace:
This is to record observations resulting from my August 24, 2001
inspection of the stormwater pollution prevention measures taken at
Tarheel Paving's asphalt plant.
With one exception all measures to prevent pollution of stormwater
as described in the Stormwater Pollution Prevention Plan (Plan) for your
asphalt plant are in place and functioning properly. I noticed that a
rain shield and drip pan for the asphalt pump are not present. You told
me that a drip pan to catch asphalt should be installed in a couple of
weeks. We agreed that since the asphalt pump is within the oil tanks
secondary containment wall no useful purpose would be served by placing
a rain shield over the pump and the Plan would be modified to remove the
shield.
We agreed that the base of the asphalt elevator needed a structure
to capture any. oil drippage and that such a structure would be provided
and the Plan would be modified accordingly.
Please notify me in writing when the asphalt pump drip pan and the
elevator base containment structure are installed. Additionally please
send both Bradley Bennett and myself copies of the modified pages for
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

John L. Pace
August 28, 2001
Page Two
the Plan. Thank you for taking the time to show me around your plant.
Do not hesitate to call me at 828-251-6208 should you need to discuss
matters relating to stormwater management.
Sincerely,
Roy M. Da is
Environmental Engineer
xc: Bradley Sennett
TARHEEL2.01
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

O�OF W A TFRQG
August 17, 2001
Mr. Lyman J. Gregory
31 College Place, Suite D-307
Asheville, NC 28801
Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Subject: Stormwater Pollution Prevention Plan
Tarheel Paving Company
Permit No. NCG160150
Henderson County
Dear Mr. Gregory:
In a previous letter our Division forwarded you information related to the subject permit. At that time we did not have a
copy of the facility's Stormwater Pollution Prevention Plan to include in the package. We have received the
Stormwater Pollution Prevention Plan and a copy is attached.
If you have any additional questions please feel free to contact me at [phone] ext. 525 or our Asheville
Regional Office at [phone].
Sincerely,
Bradley Bennett
Stormwater and General Permits Unit
Attachment
Cc: Asheville Regional Office
Central Files
e*n
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
1 800 623-7748

A0� W A TFRpG
August 2, 2001
Mr. Lyman J. Gregory
31 College Place, Suite D-307
Asheville, NC 28801
Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Subject:' Public Records Request
Tarheel Paving Company
Permit No. NCG160150
Henderson County
Dear Mr. Gregory:
Attached are copies of our files associated with the Tarheel Paving Company permit (NCG160150) as requested in
your May 17, 2001 letter. This package does not include the Stormwater Pollution Prevention Plan (SWP3) for this
facility. It is not automatically required that the permittee submit their SWP3 to the Division. Specific requirements for
the plan are outlined in the permit and the permittee must maintain the plan onsite and make it available as requested.
The Division will request that the permittee provide a copy of their SWP3. Once we receive this information we will
forward you a copy.
If you have any additional questions please feet free to contact me at [phone] ext. 525 or our Asheville
Regional Office at [phone].
Attachments
Cc: Asheville Regional Office
Central Files
"'A CD NENR
Customer Service
1 800 623-7748
Sincerely,
"446t�,
Bradley Bennett
Stormwater and General Permits Unit
Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

`I'arheel Paving, Inc.
Stormwater IjollUliol7 Prevelriion I'laul
EXISTING MANA(aI?MEN'T ITAC'TICI?S
�; AUG 1 4 2001
ASrIEViLE REGI;
"['leis fircilhy's stornlwater discharges are regulalml Under General Slornrwatter Permit No.
NCCi 160000. A copy of'the pernA is included in Appendix A. The general [wrinit
expires on July 31, 20011.
All areas elf the facility are covered wilh gravel of vegetation. The gents), sk)[led grassy
lerraiil promotes sheet flow ofwalcr and riMinizes s(orulwater curl-oll'and erosion.
) -lnwater (hauls the facility via one sionnwater outfall as shown oil the facility slap.
This outfall is a sediment retention pond that eniptics into Mud Creek on the cast side of`
the facility.
Idle cnlir'e site is o"Woors, and all raw Inallcrials inchiding soul, gravel, and recycled
asphalt prodticl are stored with no cover or protection. All rim-oll From these materials
will flow Inlo the sediment relention poll(],
All chemicals and storage containers will he stored indoors or MILI :r at roof -With run-un
protection. ']'his will prevent potential contact wills the mormwater and contain any leaks
or spills.
Where are lwcl 3U,t1t1U garllon tiles tanks located oil the west side of the lacility. They will
be stored on a concrete pad with walls or outer secondary Contairlrllent proleetion. Ijeside
the lucl tanks is a 25MOO gallon aslimh ccrnwit lank which will have the sarlle secondary
containment protection, The Slarndarrel ()pending Procedure li)r Idling Alcove (.round
StorageTanks anks is included to Appendix C. - S[)1's.
Located beside the above ground storage Innks is the pump Or the asphalt oil. 'Phis pinny
should be properly marinlained and have it rails cover and drip pan Io prevent
contamination ol'the stornmater.
The process also WHO an asphalt Mickel elevator, which is Cleaned routinely. "There
will he it drip pall Io causal We Clealling material all([ aspha h product and a rain Cover to
prevent storinwater contact with the drippings and Cleaning InateriaL
Alpha i;iivironnlcnial Management

F VJ A 7-C
\O 19 Michael F. Easley
\OC G Governor
Michael
William G. Ross Jr., Secretary
Noith Carolina Depailment of Environment and Nalurat Resources
Gregory J Thorpe, Ph.D., Acting Director
Division of Water Quality
August 3, 2001
Mr. John Pace
Tarheel Paving Company
1310 N. Main Street -
I-fendersonville, NO 26792
Subject: Bequest for Submittal of Stormwater Pollution Prevention Plan
Tr1rheel Paving Company
Permit No. NCG 160150
1 lenderson County
Dear Mr, Pace:
In accordance with the permit referenced above your facility must have a Slormwater Pollution Prevention flan
(SWP3) to manage storrnwaler discharges . The SWP3 must be developed and implemented prior to the beginning
of discharges from the operation of the industrial activity. It is our understanding that your facility is currently under
construction and is not yet operating. Prior to the operation of your facility you must have your SWP3 in place. We
would encourage you to have your plan developed and in place as soon as possible so that you can provide training
to your employees on implementation of the comlJonents of the plan in a timely manner.
The SWP3 is considered public information as indicated in Part II Section A of the permit. Our Division has received a
public records request seeking copies of public records related to this permit, including your SWP3. In accordance
with your permit we are writing to request that you submit a copy of your Stormwater Pollution Prevention Plan for this
facility to our office as soon as the plan is completed. Please forward this information to'.
Bradley Bennett
Division of Water Qualily
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, NO 27699-1617
We appreciate your attention to this request, and your efforts to comply with your slormwater NPDFS permit. If you
have any questions, please feel free to contact me at (919) 733-50133 ext. 525.
Sincerely,
�'laid�,�� �.l•r
Bradley Bennett
Stormwater and General Permits Unit
Cc: Central Files
e
NCDFN1t
Customer Service Division of Witter Quality 11317 Mail Service Center Raleigh, NC 27699.1617 [phone]
1 80D 623-7748

STORM WATER POLLUTION PREVENTION PLAN
TARHEEL PAVING, INC.
2700 ASHEVILLE HIGHWAY
HENDERSONVILLE, NC
July 25, 2001
TABLE OF CONTENTS
9. SITE PLAN
a. Site Description
h. USGS MAP
c. Existing Managoniont Practices
d. Plan layout
e. Stormwater Flow CaICUlation
f. BMP Identification
g. Summary of P011Utant. Sources
h. Pollutant Source Identification
I. List of Significant Leaks and Spills
J. Non-Stormwater Discharge Certification
2. STORMWATER MANAGEMENT PLAN
a. Stormwater Management Measures Taken
b. Feasibility Study
c. Secondary Containment Schodi to
d. Monitoring and Inspections
e. BMP Implementation Description
f. Existing Monitoring Data
3. SPILL PREVENTION AND RESPONSE PLAN
a. Material Inventory
b. Exposed Significant Materials
c. Site Assessment Inspection
d. Comparison With SPCC Plan
e. Spill Prevention and Response Plan
4. PREVENTATIVE MAINTENANCE AND GOOD HOUSEKEEPING PROGRAM
a. Preventative Maintenance Program
b. Inspection of Material Handling Areas and Cleaning Schedules
5. EMPLOYEE TRAINING
a. Employee Training
b. Employee Training Program Description
G. Employee Training Schedule

6. RESPONSIBLE PARTY
a. Organization Chart
b. Plant Information
c. Pollution Prevention Team
7. PLAN AMENDMENT
a. Plan Amendment and Review Schedule
8. FACILITY INSPECTION PROGRAM
a. Facility Inspections
b. Plant Systems, Equipment and Stormwater Control
9. STORMWATER MONITORING SECTION
a. Stormwater Monitoring
b. Stormwater Monitoring and Sampling Data Log
10. IMPLEMENTATION
a. Implementation
b. Inspection Log
c. AST Inspection Log
d. BMP Implementation Log
e. Training Log
f. Monitoring and Sampling Data Log
APPENDIX A - PERMIT
APPENDIX B - LAB RESULTS
APPENDIX C - SOPs
APPENDIX D - EPA BMP SECTION
GENERAL INFORMATION

'I'anccel ]'living, Inc.
Storniwatcr Pollution Prevention ]'fan
S!`i'I? 1)l;5(:ltll'1' m
7/26/01
T.11-heel Paving, Inc. is located at 2700 Ashville I lighway in I lendersonville, N.C. The
site is approxhimiteiy 16 acres of gently sloped terrain. Ail of Illc Slor rower run-off
ch-aills into the st'dinlcnl retention pond on the southeast side of the facility. The pond
empties into Mud Creek to the east of the facility. Ile site has raw nlilte al MuCage lAbs
Heated outdoors with run-on protection. They contain sand, gravel, and recovered
asphalt product. All other chemicals and storage containers are in a hrrihhrlg or hinder it
cover. 'Ile asphalt plant is on the west side offhe facility. The raw materials are
processed here, where there arc two 30,000 gallon above ground storage tanks holding 112
Fuel oil, it 25,000 gallon Asphalt Cement lank, and u I P x a' I0" hot (ill heater'. The
entire site is covered with gravel, sand, pavement, and vegetation.
Tarlleel Paving imnldaGures asphaltic concrete from both virgin raw nlatel-rals and
recycled asphalt pr0dllct. The facility SIC Code is 2951. 'I arlleel Paving is not it N IDES
permitted facility and does riot have any non -discharge permits other Ihiul it septic permit.
Tarllecl Paving is a Conditionally -I xcrllpt Small Quantity Generator of' l larardous
%%sto I dwel Paving does not Ime any wet scruhhers Or air particulate removal, and
vehicle maintenance is not pebirllled on site. Senile Best Managcinent Practices used it(
Tarlicel Paving include: gi-avel and vegetative areas with cull -on provisions and it
sediment retwitiorl pond, secondary spill containment, and a gently slopped lerrairl to
pronlole sliest flaw of'water'
Alpha Environmental Management

I `, "' I 8� � ­� Ij 1 4 5I l _ I — I , , I 1 . k_ .
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VEMENT5 PkIOJECT
Trd c f on Mud Creek
HeNDfe5oNVlu4 NORTH cwoL1m ee,79,e
(aye) 691?- 9069
'CMRD. FILE DRAVING FILE
FLMD ►IAP PMICL NLHUR
17Y7fPfll re"IF

Till -heel Paving, IIle. 8/2/01
Storinwater Pollulion Prevention Plall
SUMMARY (}!t POLI,U'l'AN'!` S(}Uli[.h;S
Based on the site assessrnellt inspection conducted August 2001, by Com-,id (.'arler and
I leather Leese, the Pollution Prevention Team identified (5) potential sources of
pollutants:
1. Aspi ll_I'lnuh .-The asphall pump Should have a raill Cover, (bill pall, and Milst
be properly rilalritalrled. (Irease or oils Irons the p11111p Could potentially Collie ill
contact with sturlllwater ]h[ is not properly maintained and these provisions are
not inlplenlente(I. Sec Appendix C, EPA BMP Section 4.2 pages 4-16 -- 4-22.
2. Abilyc(irolnui_Slo(41b�_.I'{�lik -The file] oil AST's need secondary contalnlllerll
to prevcn( Icaks or shills ti-onl contacting the slornlwater or nearby creek. Proffer
tilling procedures Inusl be Implemented and lilllowccl. See Appendix C, LJ)A
1311 P Section 3.6 pages 3-17 -. 3- l 8, and pages 4- l2 - 4-13.
3. Asp1 ,ill.lilic -et Ideva(or Clcmilig_Ni [ CriltI -- "Hie cleaning r1u11crial is poured
onto the hopper slide and should have a drip pan to Catcll the drainage and a cover
to Climinate stormwater contact. See Appendix C, LTA LIMP Section 4.2 pages
4-16 - r1-22. This prevents potential coulad with slorlilwater and aids ill
containing leaks and shills properly.
4. Raw MaleJals — All raw materials, including solid, gravel, and recycled asphalt
111-0(luct are Store(I OU(S1CIC, R1111-on IA'OtCC6011 is rCCO1I1111C11(led and Is refcre teed
in Appendix C, I:I'A BMP SCCllcln _3.9 pago 3-23. The Inalcrlal is potentially in
contact wills sl(lnnwater, and a sedilllen( retention polui should he instillied file
lillration. See Appendix C, FTA BMP Section 4.5.2 pages 4-86--4-87.
5. Storagq l)rmj)s and Chemicals - All storage: drunis and chemicals should be
stored in it huilding with secondary spill containment. See Appendix C, IPA
IiMpSection 3.8 page 3-23, and pages 4-22 - 4-24. This prevents potential
contact with storniwaler and aids in containing leaks and spills properly.
Alpha Environmental Management

Facility Name: Tarhee€ Paving, Inc.
Facility Location: Hendersonviile, NC
Worksheet #7
POLLUTANT SOURCE IDENTIFICATION
Completed by: Heather Deese
(Section 2.2.4)
Title: Alpha Envir. Mgt.
Date: 711 1101
Instructions: List all identified storm water poliutant sources and describe existing management practices that address those sources.
In the third column, list BMP options that can be incorporated into the pian to address remaining sources of pollutants.
Storm Water Pollutant Sources I Existing Management Practices Description of New BMP Options
1. Sand. Gravel & Recycled Asphalt Product
None.
Provide run-on protection by enclosing the area with a berm
or other form of diversion.
Activity Specific BMP - Outdoor Mfg. & Storage of Materials
Aooendix D (EPA Stormwater Manual - Sections 3.8)
2. Above Ground Storage Tanks and None.
install secondary containment around the fuel oil storage tanks.
Pumping Station I
Properly train employees and inspect tanks and equipment.
Activity Specific BMP - Liquid Storage in Above Ground Tanks
Appendix D (EPA Stormwater Manual - Section 3.5)
3. Asphalt Pump None.
Store pump under cover with a drip pan and properly maintain.
Activity Specific BMP - Outdoor Storage of Materials
Aooendix D (EPA Stormwater Manual - Section 4.2)
4. Asphalt Bucket EieVator Cleaning Materal None. '
Install drip pan under Asphalt Bucket Elevator and rain cover.
+
Site Specific BMP - Drip Pans and Covers
Appendix D (;PA Stormwater Manual - APP. C paces 4-16 - 4-22)
5. Storage Drums and Chemicals INone.
Keen drumslchemicals under roof.
Activity Specific BMP - Outdoor storage of materials.
IApoendiX
D (E?A Stormwater Manual - Section 3.8)
6.
i
I' I
7

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, N.C.
LIST OF SIGNIFICANT SPILLS AND LEAKS
(Section 2.2-3)
Workshe-et #4
Completed by. Heather Deese
Title: Afoha Envir. Mot.
Date: 7/12101
Directions: Record oelow all significant spills and significant leaks of toxic or hazardous poilutants that have occurred at the facility in the
three vears prior to the efrective date of the oer-r,.
Definitions: Significant spills inciuoeout are no, limited to reweases of oil o- hazardous substances in excess of reportable cuantities.
S st Year Prior
I
Date
(month/davivear
Soili Leak
i
I
Location
(as indicated o^
site maD] TvDe of Material
Desolation
Response
Procedure
I
Preventative
Measures
Taken
I Quantity
Source. r," Known
}!
I
i Reason
Amount of
Material
Recovered
Material No
Longer Exposed
to Storm Water
(True/False)
I !
! I I I I I I !
NONE i I ! I I I I
2na Year Prior f
Date i
(monthidavivear Soill
i
Leak
I
!
Location
(as indicated on
site map) Tvoe of Material
Descriotior
i Response Procedure
I Material No
Amount of Longer Exposed Preventative
Material to Storm Water Measures
Recovered , (True/Faise) Taken
I Quantity
Source. r Known
!
! Reason
NONE
I I I I I I I I I I
3rd Year Prior !
Date
(monthldavlvear
Soill Leak
Descriotior, I Response Procedure
I
Preventative
Measures
Taken
I
Location !
(as indicated or,
site man) Tvoe of Material Quantity
Source if Known
Reason
Amount of
Material
Recovered
Material No
Longer Exposed
to Storm Water
(TruefFalse)
NONE
4tn Year Prior I
Date
(monthldav/vear
I
!
!
SDiil I Leak
! Descriodon I Response Procedure t
Material No
Location Amount of Longer Exposed
(as indicated on Material to Storm Water
site maD) Tvoe of Material Quantity Source. if Known . Reason Recovered (TruelFatse)
Preventative
Measures
Taken
NONE

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
Worksheet #5
NON -STORM WATER DISCHARGE
Completed by: Heather Deese
ASSESSMENT AND CERTIFICATION
Title: Alpha Envir. Mgt.
(Section 2.2.4)
Date: 7/12/01
Outfall Directly
Identity
Date of
Observed During the
Method Used to
Describe Results from Test for
Potential
Name of Person Who
Test or
Test (Identify as indicated
Test or Evaluate
the Presence of Non-Sto=-m
Significant
Conducted the Test
Evaluation
on the site mao)
Discharoe
Water Discharce
Sources
or Evaluation
Outfall #1
I
1
I Visual
CERTIFICATION
I, 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. Eased on my inquiry of the person or persons who manage the system or those persons
directly responsibe for gathering the information, the information submitted is, to the best of fry knowledge and belief, true. accurate,
and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and
imorisionment for knowinc violations.
A. Name & Official Title (type or print) 3. Area Code and Telephone No.
John Pace - Owner (828)69:;-8741
C. Signature D. Date Signed

'I'ar'lleel Paving, ]Ile. 8/1/01
Stormwater Pollution Prcvenlion I'IaIi
DESCRIPTION Me STORMWAT R MANAG1',MITN'I' Mli.ASIJRI�'S'I'Al(l,,N
BASED ON SITE ASSIeSSMENT PHASE
"These rucasilres Correspond In the pollutant sources previously identific ti.
1. `1'he asphalt pump will be covered and will (lave a drip pan. H will also be
included in the pl'cvclllive maintenance schedule.
2. The above ground Iiiel oil storage tanks will have secondary Containment to
contain all leaks and shills. Operators will he trained on Standard Operating
Procedures fir filling the AST's. The Pollution Prevention Team will Review
the procedures periodically alld notify personnel of'ilny changes,
3. A drib pan will be installed under the asphalt bucket elevator to catch the
dritlnagc oI tllt; Cleaning material and rain cover installed to pro:vcnt
sto►rnlwater contact. Nt )"I F: Must be chained into► proper' container at the clld
of the day.
4. A sediment rciclltlon bond will be Installed for fillralioll of'run-ell Ii-ulll the
raw materials and Initlltdactill-inn process. The retention pond lutist he clealled
out periodically to remove silt. A berm or oilier type okiiversion will he used
to millimii.e Ilse slolI'll lwater rinl-oll'.
S. All clicnllcals and slorabe drums \Vill be kept Ill a building wills it tslck.
6. SOPs are included in Appendix C, and will be reviewed periodically by (lie
Pollution Preveliliorl Te"llm
7. Refer to Workshcet /17 in Section I for it ddailcd discussion of,131VIP's
required I'Or the site. Appendix C contains inf"Ormation from the [?PA's
Storiinvmcr flan document.
Alpha Environmental Management

I arlleel having, 111C.
Slormwater I'allution PrCVCIltirlll Hall
K/2/01
FEASIBILITY S' IJDY
Raw - Tarllecl Paving, Inc. produces Asphalt product using an outside
operation. It is not economically feasible to enclose the cntirc process in a building.
The raw materials are rock, gravel and recovered asphalt product. The aniount of
material stpred onsite varies daily, and it would not be economically feasible to elver
it. I lowever, it is reconilncnded that hni-on protection be used around the raw
material storage piles to initTnize storinwatcr running through tie piles. Ill addilio n,
the plant will have a sulinmil retention pond to catch all runofffrorll the raw
materials and the process itself: ']'he CIMIlges to be iIIII elnellled will divert the
storillwater runl)ffaway froill areas of potelidal contaillalalioll.
2. Aspilf1-11—Ptllll]1 -- IN asphalt pump will have a cover or lid. The ecolloinic impact of'
doing this should he Illlnilllal. "Phis uhng whet prlgnr nArIcinme well be lti(llllred to
prevent contamination of' tile StoI'll lwatcr.
3. 111x1ve (.irourul. t-lul C)il 5tclri1gc1`ul1k5 -- It is rece►rnmCilded oillis(illI secondary
containment around all AS I's. The ccollonde impact is reasonable ill(] necessary to
prevent contaminatillrl ot`leaks or spills into the storrinvalcr.
4. I)rip_I'ari tJ�icjer_Ashlulll litick�t_1=:Ic;vatc�r__liic� IZaii1 C'cfyi=r-- It is rcconullcnded Iu
install a drip pan utuler the aspllall bucket devator to catch the drainage when
cleaning material is poured onlo II1e hopper slide. The ]]tell should be cleaning at file
end of'11w chiy. The drill pan clod clean-oul trap sh011id be covered to prevent
stornlwaWr comact. Timse items are economically feasible to install.
5. Storage l)tuiil5_atul_('lliitii��il5 — Storage of all chemicals noel drulus indoors with
secondary colltainuleill provisions. The cost Inay vary according to the size of' tile
shelter, but inlplcnlenling this is economically feasible.
Alpha I:;tivironmcntlrl Management

arllecl Paving, Inc:.
Stc}rnnvalcr Pollution Prcvenlion Plan
K/2/t)1
SECONDARY ('(1N'1'A1NAiEN'1' SC111s.1)1.11,1!;
The Only hulk liquid that 'I'arlrccl Paving, Inc, stores is 82 Awl oil. II is coi hdriccl hi Iwo
30,000 gallon abovc; ground storage hniks will► sccon&q coi►t<rhtimnt. I Are is an
aciciitional 25, HHI gallon above grouncl dotage; tack which conlahis ugdwk camd. It
also has secoighuy corrtaimncnt proledion, hnt the asphalt cement is not cunsic emd to he
a polential pollul;rut source since h solidifies ul atmospheric lemperalurc. The AST
Inspection Procedure is included in Section 9, Facilily Irtspectio n Progrom, and the AST
Inspection Log is inchrclecl in Section W, IrnplenwWation. The SOP fir the AST filling
operation is included in Appendix C -- So Ps.
Alpha Environmental Management

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
MONITORING & INSPECTIONS
Worksheet 910
Completed by: Heather Deese
Title: Aloha ;:�nvir. Mat.
Date: 7/13/0 1
Instructions: Describe the monitoring and inspection requirements.
Item*
Description of Item
Schedule
(list dates) Comments
Analytical Monitoring of
Stormwater Discharge
refer to Part il, Section C for full details.
Total Suspended Solids (TSS)
Annual) 1 Grub
SDO-
Oil & Grease
I Annual) 1 Grab SDO
pH
Annually 1 Grab SDO
Total Rainfall Annually i - SDO
Event Duration Annually 1-
SDO
Total Flow Annually 1-
SDO
Qualitative (Visual)
Monitoring of
Storr-nwater Discharge I
Refer to Part 11, Section B for full details.
Color
Semi -Annual'
SDO*
Odor I
Semi -Annual
SDO
Clarity
Semi -Annual
I SDO
Floating Solids
Semi -Annual
SDO
Suspended Solids
Semi -Annual
SDO
Foam I
Semi -Annual
SDO
Oil Sheen Semi -Annual I SDO
__d
Other obvious indicators of stormwater pollution. Semi -Annual i SDO
* On -Site Vehicle Maintenance is NOT performed at this time. SDO = Stormwater Discharge Outfall
" Once each between April - June and Sept. - Nov.

Tarheel Paving, Inc.
Stormwater Pollution Prevention Nall
9/l/0!
I I M P IMI'll ,F,M ENTATI0N
Based On the silo i1lSpection conducted in August 2001 by Conrad Cartcr and I lca(hcr
Uccse, the Pollulioll Prevention '1' m klentified l0vil 's to include Ill (he plan:
C�ocici.l lc]ltSekeel�i�►1; -There slu]1dd be no slorage of obsolete ecluipulcul of' parts
outdoors. The site must be kept clears of debris and old and new Storage;
cc]ntainers, aml any spills or leaks must be cleaned immediately. In addition, all
persoluu;l Should be trained in basic clean up proee:dures. The drip pall ureter the
asphalt bucket elevator and asphalt p111111) should be cleaned at the end of the (lily.
It is iluperahve Mat all machinery and equipment are
properly nrlin(ained, as well as (he in(cgri(y of ilic sediment relcntiou pond and
secolulary colltainnlen( systems. Ile pond must be cleaned periodically (every
six months or less).
3. him2yeikyus ill igifily_h II.SIc�r�►i�y�lt�r- ytitc,�15 SI]III PI'eVC1111e)II IZeSI]ollse —
Inspections most be completed regularly to ensure the yard is clear ofany sin -phis
cclnipnlent or debris, and all chemicals ant! sknage therms are Kept under a rc]ol:
The above grouml stodge tanks should be checked li]r leaks and spills, and shill
response; training, should be provided annually. Sig[IS and lahcls shuttld he used to
identity haLardolrs materials and problem areas.
4. Secliruent 1�Iui_f;rc�si�>>t Coital! - -Idle facility sbolrld install and maintain .l
scclirncnialion poled to filter all 1-1111-o1f. Vegetation or gravel areas around the
liacility roust be maintained as %VCR Ile raw rllatcrials will not be s(ored Inde]e]r5
bCeausc It Is not economically feasible, but the use of a bean or other type of
stornnvatcr How diversion will be implemented.
5. Maru���iil�iit_ul lliltle]I� - "l'hc filcility Should maintain the drainage systems and
keep the grounds in gom! condition to prevent erosion.
Alpha Environmental Management

Tal-heel Paving, laic.
Ste}rmwater Pollution Prcvcnllon flan
EXISTIN(' N•1()NITOIt1NC 1)ATA
Mollitorim" anci_sit11w ing_Iias ,lo!_hcii_co 1m)let ed at this 11111C.
7/ 17/01
I,be sampling resuits anti lab repo d, when available, wiil be indmicd lit Appendix B.
Alpha E'nvironnicntal Management

Facility Name: T ameel Paving, Inc.
Facility Location: Hendersonville, NC
MATERIAL INVENTORY
(Section 2.2.2)
Worksheet 93
Completed by:
Title:
Date:
Heather Deese
Alpha Envir, Mgt,
7/13/01
Instructions:
List all materials used, stored, or produced onsite. Assess & evaluate those materials for their potential to contribute pollutants tc
storm water water runoff. Also complete Workshet 3A if the material has beer, exposed during the last three years.
Material
Purcose 1 Location I Used
Quantity
(units)
i Produced I Stored
Quanuty
posed in
Last 3 Years
Likelihood of contact Past Significant
with storm water. r Spill or Leak
If ves. describe reason. Yes I No
The potentially exposed chemicals are as follows:
I
I
I
I !
I
I
I I
I I
Miscellaneous Materials: I
f
I !
{
I !
Oil Drums
Under cover Varies
None
Varies
Not Known
Nc. x
Storaae Containers
! Under cover I Varies
I None
I Vanes I
Not Known I
No. i I x
Asphalt Pump
West side of the Facility Varies
None
Varies
Not Kncwn
No. Has cover and run-on
protection
x
Fuei Tanks
I West side of the Facility I Varies
f None
160, 000 cal. I
Not Kncwn I
No. I x
Asphalt Bucket Elevator
Cleanine Material
I
Clean Hcooer Slide Vanes I
None
Varies
Not Known
No. There is a drip pan to catch
leaks. spills and drainaee.
x
Sand
I Faciity I Vanes I
None
Vanes I
Not Known IYes. There is a sedimentation pond.l I
Gravei
I Facility i Vanes
None
Varies I
Not Known IYes. There is a sedimentation oond.i
Recycled Asphalt Prccuc,l
Facility Varies
None
Varies
Net Known
i
Yes. There is a sedimentation oond.l
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Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
DESCRIPTION OF EXPOSED SIGNIFICANT MATERIAL.
Instructions
(Section 2.2.2)
Worksheet T3A
Completed by: Heather Deese
Title: Alpha Envir. Mgt.
Date: 7/13/01
Eased on your material inventory, describe the significant materiais that were exposed to storm water during the past
three years and/or are currently exposed. For the definition of "significant material" see Appendix S of the manual.
Description of Exposed
Significant Material
Period of
Exoosure
Quantity
Exposed
(units)
Location
(as indicated on
the site mao)
Method of Stcrage or Disposal
(e.o.. pile. drum, tank)
Description of Material
Management Practices
(e.g.. Qile, ccvered. drum sealed)
Sand
I Varies
IVaries
IRear of the Facilitv I
Pile 1
Run-on protection
Gravel
I Varies
IVaries jRear
of the Facility I
Pile
I Run-on protection
Recvcied Asphalt Product
I Varies
IVaries IRear
of the Faciiity I
Pile I
Run-on protection

Tarheel Paving, Inc.
Stornnwalcr Pollution PI-evcution Plan
KI1/01
SITE ASSESSMENT INSP 'C'HON
AllbuW, 2001
Evaluate the site for pollutants.
There afe five (5) areas where outdoor production and storage ul nlaluri.11,, nru p+)lc nli�ll
pollulanls.
I. 'I he slora c (1rums anti chc,imak Sllcnmi he slated indoors w11I1 summ huy
containment provisions.
2. The asphalt pluop slullild be covand ;nu{ have it drip Milli. Prcjwr nlahowunwe is
imperative.
3. The Above Gi-ound Slorugc l i1r1ks (AS I I) sl1cink! have secondary conlaiillncnt. The
asphalt oil poses little threat to storinwater hecause it is it solid at almospheric
temperature. The contents orllie iilel tank are not likely to contact storinwater except
(1111'Ing filling or niaintClla. lice opCrallllllS. SOP's 111nS1 Ile 1611Owed COITCctly when
idling the ASIX
4. Therc should he a drip pall to culc;li the drahmgc hem the cleaning of dw uspilalt
bucket elcvator and it rain cover. The pan Aululd he cleaned at Ills; end udlhc day.
5. All raw materials including sand, gravel and ruc:ycicd asphah product arc; sloru1
Ol11SidU Willi no cOWC 1 Berl; shook! he run-on provkhns mound the stouagc piles to
willimize 111e amount ofstol'Irlwatcr ruu-oll. 'I'llcru will also he it sedilnclit rclenliorl
porul to collect 1110 run-uli:
Alpha Environnienlal Management

` ill-li:Cl Paving, InG.
Stclrnlwultr I'ullutlurl Pl'CVCn11011 NMI
7/ 17/01
COrVIPAItISo N NVITII SI'CC PLAN
r111 SPL'C Plan is riot n ytill—e l lilt Tat-licel Paving, lrlc:
Alpha I'jivit-onmenlill Managull-r:nt

Tanccel Paving, Inc.
Storinwf,Iter POIlut inn Pi-CVCIIt ioll Hills
8/1/01
SPILL P12I!NENTION AND RESPONSE PLAN
1. hilerveney C onlacts:
Inlergcricy Coordinator
Phone Numbers:
lorne Address:
Alternate Conlad.-
Phone Numbers:
Home Address:
John face
828-693-8741 (()dice:)
8287692-6884 (Ilomc)
828'67-1-5991 (Mohilc)
147 Poplar loop
Flat Rock, NC 28731
I)eIInis Edwards
828-692-7001 (Office)
828-628-3755 (Ilomc)
7 Whitaker Lane
P.O. Ilex 922
I�airview, NC 28730
Dire Nelru-lnieIu: I lends-sonvillc Fire Dept.
lire C.'hicf. Mr. Roy Irian --- Aciing C'hicl'
Phonc Numbers: 911 (1.?mcw�cni:y)
828-697-302=1 (Non -emergency)
Address: P.O. lox 1070
I Icndcrsonvil1c, NC 28793
leruierson C'oUnly Rescue S{11111d
Phone Nuinbcr: 911
Pardee Ilospital
Phone Number: 828-696-1000
Address: 715 1''Joming St.
Hendersonville, NC 28791
2. Enicr sent RCS )Ernl l'.(lul lrl llCnl
Dire extinguishers
Absorhant, clay type
Rooms, oil absorbing
Pacts, oil absorbing
Shovel
Empty Drums
From lend Loader
Alpha Lnvlronmenlid Management

`l'arbed Paving, Inc. 9/l/01
Stormwater Plllllltioll Prevention Plan
3. I"mergency Response PrOcetlures:
FIRE
t31_tlf _]'ire 5: IJse Eire extQuishel'S as OHM US IHOSH40 I F h CWHka he pllt Ilnt
quickly, cull the lire department.
l .arag_l_i vs Call 911 and illcy will dispatch the Fil'c; Dcpartntc:nt
The l:nll;rl;ency CO0rdiIlU10I' decicjcS wlICII to evacuate the Site.
SPILL OF FUEL MI,
Evacuate the area.
Cilnwhi the spill will! booms or absorbiuit material,
]'lace the; ahsorbc l spill material in approved packaging liar disposal.
"Mile Emergency Coordinator directs We pawedures oil which the employces
have been Irained. Always consult NVIDS fitr Illalerial i 061—lnatioll.
f"'Vacliatu lilt; arca:
Turn I111ViilVlS, pIIIIIpS, GtC., 1IIIIIICdii11CIy-
I'lic luck llmatcrral Is contained its in it spill,
Hit leaf: is repaired.
MEDICAL P MERGICNCY
Notify the Finerbency Coordinator or 111CH NOC inlnleilialely.
11'11le lanergency Coordinator or tllc alternate: arc not available, cull Ills hospital
elnergerlcy room or till; rescue Squad.
Alpha I'nvironmental Management

l arlicel Paving, 111c.
Stornnvalcr Pollution Prevculion Plan
7/17/111
I11ZI+;yI NTATIVE MAINTFAANCE PROGRAM
Preventiltive Inaintcliance and good housekeeping are keys to prevculing and inin1nuzI119
storlmvalcr contiuuination at the s0111-ce. Tarlicel Paving will strive to cf.:vcJop and
Ina intain all ellcclive Preventative Maintenance Program, which will slrusr Ihc: 1i111mving
pott115:
Proper maintenance ofall machinery and t quillinellt
lnspeclio►i of ASTs, secondary contaimneltt systems, and piping systems
Repair or replacement ol'any Ieaking pipes or valves
Maintain integrity ell sediniciA retention pond
Tanccel Paving will also develop a (.iood I lousckeuping Program, which will insure the
followillg:
Keep silt cicarl ul a11y dchris or old stol'age drtluls
Clean any oil residue li-oin AST, pipe,, ecluipmcril, colltainulcnl, or dcicntiorl arc:lt
DO 1101 store old edrlipulent o[' parts onlsicle without covering wilh It tal'patllin
(kart up shills or Ieaks iniluccliatCly
Keep grass or gravel on unpaved arc is
Usecl Ioget Ile r, the Prc;verltitIivc N't,Iiulcl►1111L C aiid ( iood i lousc:kecpirlg Prol;rituls will
lareatly reduce; [lie likelihood or amount ol'storinwaler colit;tminatioll.
Alpha Environmental Management

`Carheel Paving, Inc. 7/17/01
Storniwater Pollulio►► Prc Venlll3n P1.►i►
INSPECTION O MA' EAZIAL IIANUI,ING AIM,%
AND REGULAR. (LI?ANING ,SCIIEDIAIIS
Tarheei Paving, Inc. shoulei collchlCI rc;guk►r insl)c;ctions of the Illaterial handling areas
and herli►rms regular cleaning of the equihmer►t lia►• Preve►it'll We M:►rote:►►ance. The
Inspc:clion Logs are included in Section K, Facility Inslu:ction Program.
Alpha f:nvironmenlal Management

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
EMPLOYEE TRAINING
(Section 2.4.2)
Worksheet #9
Completed by: Heather Deese
Title: Alpha Envir. Mgt,
Date: 7/16101
Instructions: Describe the employee training program for your facility below. The program should, at a minimum, address spill preventio
response, good houskeeping, and material management practices. Provide a schedule for the training program and list the
employees who attend training sessions.
Brief Description of Training
Procram/Materials
Training Topics (e.g., film. newsletter course)
Schedule for T raining
(list dates)
f Attendees
Spilt prevention & Response
See Attached Information C Annual Training
Sept., 2001
See Attached Rooster
Good Housekeeping See Attached Inforrn�ation @ Annual Training
Sept., 2001
See Attached Rooster
Material Management Practices
See A~ached info — � ration @ Annuai Trainine Sept., 2001 I
I
See Attached Rooster
Other Topios j See Attached Info, ,ation C Annual Training
Sept.. 200 i
I
See Attached Rooster
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Tarlicel Paving, [lit;.
StUrnlWalCi' Pellnticlil PI-CVeflti011 flan
7/ 17/01
I MITOVEE ` RAINING PROGRAM
Whe:
1. Maintenance 1"nlployecs
2. 1'roduct ion I :ulployc es
When:
[�,'mployec; lilectings hcici monthly to cliscnsti:
1. Reminders on good lousekeeping, shill pi-cvcrltioll and response proceclul-es, material
handling proculnr % and maiillmmuce prOcalmes.
2. Discuss polenlial problems "Ali minhniY.ilig malcrlals exposure; to slormwalcr.
3. Announce changes to the plait.
4. Announce any new managenmit practices.
In-depth pollution preve Non. training Or new engdoyem
Refresher courses held every six (6) months aeli9ressing:
1. Good housekeeping practices and preventive maintenance
2. Spill pruvention and response procudures
3. Material handling and storage, including any SOP's
4. Inspection procedures Iilr process ednipincnl and slcnagu areas.
Employee Training Program `['epics:
flood Ileusekeeniu
1. Review and tic] lit) list rate hasic silt ruluirenlcnls and 14 IPS.
2. Clearly indicate trope r disposal methods and locations.
3. Post signs in material handling areas reminding slaffol'good housekeeping
procedures.
4. Indicate wllere routine clean-up cdnlpincilt is localed.
5. Revicw the importance ofproperly Conducting rcl;ular inspc:clions.
Spill Prevention and Storage:
1. Clearly identity potential spill areas and drainage: routes.
Alpha I;nvironnienlal Management

Tarlleel Paving, Inc.
Stormwater Pollution Prevuntlon Plan
7/17/U 1
2. Familiarize employees with past shill events - wily Illey happened, how to prevent
them, and the environmental impact.
3. Post warning signs is spill areas With erllergency contacts and telephone Illunhers.
4. Introduce the Shill Response Coordinator and the `Team".
5. Explain the Spill Response flan and (hall on Spill cleall-up procedures_
6. I xpLun (Ile lOvIP's associated with spill prevention and response.
7. Post the locations of spill clean-up equipment and (Ile persons responsible lilr using
the equipnlellt.
Material I huldiilig and Storage:
I. Ile sure employees are 11Ware WhICh 1llilIC 1i11S arc IliMLI-dilllS Ulld WIiCI-C thuse
materials are stored.
2. Point edit container labels and explain the respective hazard RIC11tilica(ioll systcnl.
3. Explain )low valves are to he closed and drullls scaled.
4. Explain recycling practices.
5. Review hulk conlbllstihle liquid handling techniques and SOWS,
6. Explain 111vil''s associated with shill prevention and 1-CSpclme.
inspection Procedures tilr Proccss Equipment, and Outdoor Storage Areas:
I. C':xplail► inspection procedures and lug lilrinS.
2. Inspect the yard lilr improper storage of drums, Surplus equiplllen(, elc.
3. Inspect the process for spills or leaks.
4. E'xphin i-equired monitoring and lornh.
5. Indicate how 11lspect1O1lS help prevclll pollution.
Alpha Ellvlronmellt,11 MGlnageillent

EMPLOYEE TRAINING SCHEDULE
Fa--j i! ), Name: i arheel Paving, Inc.
Facility Location: Hendersonville, NC
Trainee
Training Module
Employee Name or
Job Description
SW Pollution
Prevention 1 BIvfPs
Swill Prevention
& Response
Material
Handlin❑
Inspection
Methods
Preventative Maint.
& Housekeeping
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Tarlicel Paving, Inc.
Stormwater PO H L It [MI PI'eVC [I I iO I I P I i I[ I
7/18/01
STORMWATFR POLLUTION
PREVENTION TEA M
PresidellO Owner
John Pacc
Wclgll Master I'ahol-cf-
Dennis I'dwards Audifi-is Rcycs
...............
Alpha F'nvironmental Managcnient

STORMWATER POLLUTION PREVENTION PLAN
-rARHEEL PAVING, INC.
1310 N. MAIN STREET
HENDERSONVILLE, NC 28792
July 16, 2001
Emergency Contact:
John face
Work Phone:
828-603-8741
Title:
President 1 Owner
Emergency Phone:
828-602-6884
Secondary Contact:
Dennis Edwards
Work Phone:
828-692-7001
Title:
Weigh Master
Emergency Phone:
828-628-3755
Type of Manrifacturing:
Asphait Product
Operating Schedule:
8 AM - 5 PM, Monday -
Friday
No. of Employees:
3
Avg. NPDES Discharge:
NA
Wastewater Discharge Permit No.: NA
NOTE: THIS PLAN M1 ST BE REV1EWEI) AND l)Pl)A71`l) ANNIItt[.1. Yl

Tarlleel Paving, 111c.
Stornnvater Pollution Prevention flail
7/ 17/01
PLAN AMENDMENT AND ItIt:VIEW SCIIL D01,l1:
This plan must he reviewed annually and any IleCesSary Changed added. l lsc the 1a171e
below to record any cht► yes, additions, 01'reviews. Changes are to be lu,tu(l with SCC6011
title and l ago Iltunber 111 the space provided. SIgnllkcanl changes will Ilc'�iI Ict he
addressed in the anmwl taking ing class or us an ulxlaIu in a inuclknb.
Description of,1)x� late / Change - �- --Section / 1';►l;e
Nanll�
Alpha l.a►vironn►ental MOINtgcal►cnl

Tarlleel Paving, Ine.
Stolll[WalCl' P01111lioll I'1-CVClllloll 1'lau
M/2/t11
FACILITY INSPECTIONS
Facility illspecliolls will be clone sciiii-annually, al a nlininuml ofollce ill Ibc lilll (Scp-
Nov) and once ill the spring (Apr -Jun). Stormwater conveyances will be checked its well
as housekceping, widotenarice activities, material storage and piping, plant cllltipmunt,
and Croslon control Illeasllres. The SOPlilr inspecting ASTs (Above Grotrttd Slorage
`yanks) is included in Appendix C: - SOPS. lnspeclions must be liocutncillcd along with
notes oi'imy problems and Corrective actions. Any maintenance or eonsiructlon uclivitiy
shorild he irlspectcd during work and teller completion, 'fable I delails tel: ilil'Orniation,
Which should be (loci rllcillcd in it IaClltly inspection, Other inspection logs anti records
are included in Section 10, Ilnpicinclitatioll.
Fable.I I1._ l ilcilily Iltspggtloll-Rccorcl
_ inshecl - OK (Yes/No) E'LoNCllls I'omud- - - Corrcclivc Action
AST and Piping (I.ulks,
resi(Iue, ctc-)
C;ontaillment hacgrily
'racks, selmralmn,-
Material Sturage (Tarl)s uscd,__--
drums, e(c.)
SDOs and SW unlveyauces -- - - ---- -- -- W
(Culver(s, dildws, etc.)
I lousckecping {i:cluilanenl,
site Clean'?)
Erosion Control (f-'rosion
Signs, hare areas)
— -- -- --_ __. -.--_._.__.-----------
Sediment Retention fond -- ----- — ------ —
(Water level, oil sheen, etc.)
Inspected BY ---- --- - - - --_ -—_.._.-..-------- Tune
inspector Signalurc: I Dille
Note: AS"I = Above Ground Storage Tank
SDC) = Slormwater Discharge Outlidl
SW = Slorillwater
Alpha Fnvironnienlal Management

`I'arhecl Paving, Inc. 8l1/01
Slorrnwater Polkaion Prevention Ilan
PL,AN'l' SYS'1'nis, EOUIPMI NT ANTI S` ORMWA'I ER C'ONTR(ll.
OWN Whig, Inc. procttices asphal[ paving mixtures Or highways, siree[s and other
surlhees. 'these nnixtures are Merited unit delivered into transport vehicles from storage
silos a[ a tcnipemnire of 270 — 300 degrees F.
Sand, crushed grovel or tpmay Slone, and recovered asphalt Iiroduut (RAI') tlrc [lie
primary raw imperials that nlay be mixed with slag or other aggregates. Asphalt cement,
Well is MOO! from entitle: oil refining, is the adhesive and waterproofing nlediun►
used.
"I'he primary raw materials are storml outdoors hi stockpiles with run-oni provisions. Ile
site is coverett with gravel and gnus on gentle slopes to proumle Met flow o F water and
has a SCthrrium retention pond to ctach storinwaler nut -off. I.illtlid asphalt is pumped
Worn delivery tankers to the A/C storage tank. 11iu1 roil is also pumped into the
appropriate storage tank. 'I'liesu above grouter storage tanks have secondary shill
containment to help prevent leaks or spills i urn entering into the storm water All other
chf n]icals lNit are twin such as heist IlntrisIr (oil, hilmicants and niainntenance Iaterials are
Stored in the appropriate containers In a building or lender a cover wills rein -on protection.
Cold feed hills and RAP Finis are ted using it front-end loader. The virgin materials
needed Or the nix are weighed aml transported to [he scalping screen. Ifrec overed
asphall product Is includY lit the mix, A A inwered at [Ile required ra(e. It is tranlslcrrml
on the RAP lied conveyor to the P11) druid mixer RAP MI. Asphalt Cement is alsto
added to the Inix and is stored in the asphalt oil storage lank_ It is healed to 300 degrees
11 by the asphalt heater. Ile celnenil is added into the P'1'1) drum mixer and controlled by
it metering 1111h.
Raw materials enter the I"I'I) mixer through the exliausl gas hreeching. 11 v it is 1luatetl
and dried by Heat released Blom Biel conibuslion in the c;xlun(letl hotly burner. 'I'lien (lie
mix goes into the RAP inlet. 'Hie mix/RAP blend plisses through the mixing toile of tlic
drum where asphalt cement and other necessary aggregates, which are recovered in the:
haghouse, are delivered by the dinst return sysleni. 'Idle asphah droplet carryout is
eliminated with (lie inixillg Zone location beyond (lie combustion zone. Vt)C:S are
eliminated horn the exhaust gas stream when they pass the combustion panne where they
are consunwd.
`1'he lot asphalt inix is transli rred into storage silos lilr truce: loading.
Alpha Lnvironnlental Management

Till -heel Paving, Inc.
Stol'm%Vi11Cl- P(►Ilutl(lli I'rCve11(iOli Pkill
STORMWATER M(1NITORINC
SDO sampling and monitoring must also be dowunt aul_ Visual monitoring IS retluiretl
lit each SDO on it scilli-atllnuall basim A record ofthe inhia11 Quatl l umhturkg should be
stlhntit ul with the initial sampling repurt, brll u) other reports oil visual immitoring will
be recluircd, I [owever, documentation of, visliul monitoring is Still rcquircd, I able 11
Shows the Visual monitoring required. SDO Sampling is required once during the
caiendair year. Samples must be analyzed as Set 1i11111 in `fable 1. Salllple aliillySiS Lela
mist he submilled to NCDI.,M by.lanuary 31 of tile 161lowing year. Samples must be
taken from a "represenlative storm event" ol'more than 0.1 inches (drain in it 3 houl'
duration.
Records of Ow above inspec hn, and nulniloring ntay be AN in a. IN m lob Mutt,
Copies of all reports scant to NC-DW() as well as mail receipts should he kepl on file.
The storltlwatwr Illonitoring logs. and wends are included in Iklis section uI lhw
Stol-111water Pollulioll Prevenlioll Plan.
"I��thle I Annuail_Salrrihlc �1il�ily5i�-I�c;iliiirc;i!_
SDO Numbc i-: Dale:
Atlalysis /Data---
_lJnits- —
--- Saf1u1►le "fypw -
"1�SS
MCA,
- - Orah--- ---
Oil & Grease
Total Raildall
_1_11clie_s
No_nG
`N(llle
I:vclit Dllraill{►n
N111lutL'S
- -- — --
Total Flowh](i
Nune
I_ucalrun Itwstdts - -
SIH)
__-_'SIX)
SIX) --- ---
Site Measure
tst1r-e,
SI)O IL 'It
}
• l lave analysis clone by a competent laboratory Wig clAvol-oustutly Arms
rSS: Total Sltspendec! Solids; Nq(i: Millions of (iallolls
Alpha l'nvironnlental Management

Tarheel Paving, Inc.
Stormwatrr Pollution PreVC11(ion Phili
K/ 1 /01
Tahle II -Senn-Annual Visua] M(liiitori,Ig Ite!jjlirCLl:
SDO Nuulhcr:_
Receiving Slrcan,:
Struchire:
Date- TIII,c.
Area ln[lustrial Aclivily:_--___--
Ist)cct
Sample Type
Culu_r
Odd -
Vist_,al
- Vlsilal
Clarity
Floating Solids
__
Suspen(Ie(I Solids
_—V_isnl,h---
Visual
Visual
� _Visual T- T
1'omii
Oil Sliecli
Obvious Pollution Sourccs
Visual
(}010r an(I I ilt (Sit. Dirk hell)
-Distinct Odors (Sa Dark Red)-
--- l.JSC scale hclow (l0=CIou(iy)
ol'soli(]s (sa_I3ark)�
I.[?Ck111O11----------.���CSl:rll)ll[)ll-.------------
—
SDO
�SD{) -
Si)()----
SDO
SDO
-rug -
-Appearance
_ Use scale-huluw (IO=Mn[I(iy)--
Any li�alnpresent?
-- - Any visible oil sl„ face?_.�_
SDO .--I Sa. Old ciru,ns, (�lui��u►er►t, etc.
Use the hollowing scale (br describing "Clarity" and "Suspended Solids":
1 2 3 it 5 6 7 h 9 IO
Clear Cloudy or Muddy
For results, see 1i)rnn title([ '`Monitoring and Sampling Data Log" in Section 9. For the
annual or initial report, record (late on the N1)C'1 1•I li)rnis, `'SD() Moniloring Report" and
"SDO Visual Monitoring Report", which lullow.
Alpha Environmental Mill lagement

Facility Name: Tarheel Paving, Inc. Ston-nwater Pollution Prevention Plan
Facibw Location: Hendersonville. NC Date: 7/16/0)
Stormyvater Monitoring and Sarnplino Data Log
.Annual Samnlin2 Analysis Record For Year: ?001
SDO` Date ! TL-n: . TSS Oil, &- Grease 3, nH Rainfall i Duration 'I Flow
I-
'
Seri-.Annua] Visual Monito mz Record
SDO` Date Time SDO Color i Odor Clarity' Floating ! Suspended ; Foam Oil Sheen
St�ctuse i I Solids Solids*
- Ail SV� Rulnoff toes into the sane stream whuci- r oars into Caldurel! Creel:.
* Use the iollowlno scale io: desmlibilnc, -C:a�iiv - and "Suspended Solics'::
i 2 4 5 6 7 S 9 10
Ciea Cioudv o- Mudiv
Loc Completed BvSicTnaiure Date.Si ne -
i CnnraH A Carer Tr P r E
Other NOteS�
SDO = Stormwater Discharge Outzall. TSS = Total Suspended Solids: MG = Millions of Gallons

Facility Name: Tarheei Paving, Inc.
Facility Location: Hendersonville, NO
Worksheet 98
IMPLEMENTATION
Completed by: Heather Deese
(Section 2.4.1)
Title: Alpha Envir. Mat.
Date: 7/24/0 i
Instructions: Develop a schedule of implementatine each BMIP. Provide a brief description of each BMP, the steps necessary to inpiement the
BMP (i.e., any consrru:,bon or design), the schedule for completing those steps (lis: dates) and the person(s) responsible for
imolementation.
Scheduled
Completion
Person
Date(s) for
Responsible
BMPs
Desoriotion of Action(s) Reauired for Implementation
Reo'd, Action
for Action
Notes
Good Housekeeping
{ 1. Develop and implement program to maintain good housekeeping. 1
Preventative Maintenance
1. Develop and implement preventative maintenance program. I I
Inspections of the Facility &
1. Develop and implement monthly inspection of storage areas and
all Stormwater Systems
containers, including all chemicals and other raw materials.
2. Develop and implement monthly inspection of the site for i
unauthorized outdoor storage of surplus equipment & materials.
3. Develop and implement monthly inspection of sediment
€
retention pond.
4. Develop and implement monthly inspection of ASTs, secondary
containment systems and piping systems for spills and leaks.
Spill ,prevention & Response 11. Develop and implement spill prevention and response training. j l
12. Install secondary containment around above ground tanks for fuel oil.
B. Install building for storage drums and chemicals with
secondary containment.
1. All areas already in gravel, pavement, or vegetation. Routinely monitor I I
Sedimentation & Erosion Control
grounds for signs of erosion or bare areas.
1. Install a sediment retention pond for all runoff. Monitor integrity of the
Manaaement of Runoff
pond and clean silt every 6 months or less.
1. Provide indoor storage with secondary containment for all storage
Activity -Specific & Site-Specifi;
containers/chemicals.
BMP's
2. Install cover & runon control provisions for all outdoor storage areas. f
3. Install cover over asphalt pump. I
14.
Install drip Dan under asphalt bucket elevator and rain cover. I

Facility Name Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
INSPECTION LOG
Stormwater Pollution Prevention Plan
Date: 7/16/01
Date
Time
AST Drain
Valve
Pump Piae I Water in I Containment
Seals IanaeS i Containment Drained
ContainmentEquipment Problems Found and
Intecrity Cieaniiness Corrective Action Take.-,
i
I
I
Lop CornDp eteo By SlOnature (when full)
Date SlcneC
Other Notes:
_ I
i
AST = Above Ground Storaoe Tank

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
AST INSPECTION LOG
Stormwater Pollution Prevention Pian
Date: 7/16101
Date
Time
AST &
Pipino
Containment
Material
Storage
Housekeeping
Erosion
Control
Problems Found and
Corrective Action Taken
I
LDc Comaieted By I Signature (when full) I Date Sioned
Other Notes:
AST = Above Ground Storage Tank; SDC = Stormwater Disclharge Outfali

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
BMP Implementation Log
Stormwater Pohution Prevention Plan
Date: 7116/01
BMP Name
I
B10F Section Descriation Scneduled
L Star, Date
Implementation
Date
Problems Implementing Astior: Repuirec:
Person nesponsbje
for BIAP Section
Good Housekeeping
Keep area clean of drums; debris
Keea eouioment. AST clean
{
I
Secondary Containment
I Inspect containment reoulariy
rDrio Dan for lubricant
Material Storage Inspections
(DContainment area for drums
eveloo insaectior orocram
Spill Prevention & Response
Contract with spill response company
for large spilis
Train ernplDyees
Start Dreventative maintenance
I
Management of Runoff,
Keep sediment retention pond clean,
Preventative Maintenance
Keep AST valves, pump seals. ant
piping repairezf
Keen containment area renaired
Erosion Control
Keep grass sown or aravei
i
Emplovee Training
SVVPP. BIJi=
I
Loc Comaiete�, By i Sionature i Date Sionec !
Other Notes: T' _..._-
SWPP = Stormwater Pollution Prevention: BMP = Best Manaoemen; Practises AST = Above Ground Storage Tank

Facility Name: Tarheel Paving, Inc.
Facility Location: Hendersonville, NC
Training Log
Stormwater Pollution Prevention Plan
Date: 7/ i 6/01
Employee Name
Employee Signature
SV%/ Polution
Prevention 1 3MPs
Spill Prevention
& Response
Material Handlinoinspection
& Storage Methods
Preventive Maintenance
& Housekeeoinc
I '
I
I
I
Trainho Conductea Ev I Signature I Date Sioned I
Other Notes:
i
i
SVV = Stormwater: 3MP = Best Manaaemen: Practices

`I'arlleel Paving, 111c. 8/1/01
Stormwatel- 1'ollutioll Pl'eVentl()ll I'lan
SOP FOR AST INSPECTION
1. NO SMO1tiING, OI'I�N I�I.AM1?, SPARKS, (:)12 (7"ff 11�;R t'O'1'1:N"l 1r11.
ING1NTION SOURCI S ALLOWED WITIHN 50 F I;"1' O 'I'1ll.: AST!
2 Inspect tllc tank drain valve and shill Containment drain valve fill. scul., luck to he
sure they arc closed and not leaking.
3. 1f there is water in the shill contalruuctlt, illshccl it lilt MI sllecll or ullllsllal odor or
appearance:. Iflllcre is colltanlinaEion, seC llelll =f bellllV. 11lllel'e is no
contamination, unlock and open the spill contalrlrllcnt lfl'ilEli Valve to allow water
to drain. Do not leave the al -ea Cluring the drailling operation. Olice complele,
close and lock the valve be sure there are no leaks.
11. If thcl-c is contarllinalion of,lhe wale[- in [Ile shill Cmitailullenl, call the production
manager immediately lilr f n'llicr inslrucliorls.
5. Ifan oil or natural gas fine; is to be out of'servicc fill' ulol-C Ihan 90 days, it should
bt drained and scaled at the clicks will) a blind titling.
6. The clllployeu is responsible 1'M' recording all of the above; infilrniatimi in Ihc; AST
log sheet.
Alpha finvlrmlmental Management

'faille el Paving, Inc. 9/2/01
Stormwalur Pollution Prevention Place
So P FOR AST FILLING
1. No SMOKING, OPEN FLAME, SPARKS, OR OTHER P[)'1'EWFIAl,
IGNITION SOURCE'S ALLOWED WITHIN 50 F1+ET OFTIIE
UNLOADING OPERATION!
2. An elnployce must accongmiiy the tanker cli-ber dul ly Ilic entire: unhmdinj;
process. M entl?lnyc:c:N111 _the 1NliIiing oildinc:cl_ill "")cclioli
]tiheleci J'!DPIOM_I'r iil!i C%
3. The hand hrahu and wheel chocks nicest he set and the tanker Prolnlded BET(WE
the tanker can he connected to ai►y AST (above groomd storage tank).
4. ClilSc _tllu_<<<lly tier t�le uoilllli�ulle if ilre7l ckLk .il' Id place drip Maus
hcneath !lose connections 111"FORl. starting the r,riloading process.
5. 110T] I tile: tanker driver and the unild lyce tell lS I i-cmain within 25 lect cll-Ilic
area during the entire time that the lanker is conneded to the lank. No 1
I:X(A-A"I'lONS!
0. whell the unloading is coniplctc, the utuployeu will( clicck the lot cnilost draill
and all outlets of Te veiiclu lily leaks hebre lie laillccr can he numd.
7. The employee is responsible lily recording all Ihu above hiliumalion in Ills: AST
log lmok.
Alpha lalvlronme-wal Management

Chapfar 3--Activity-Spocilic Suijrce Control BAH's
3.5 BMPs FOR LOADING AND UNLOADING MATERIALS
Loading/unloading opefatlons usually take place outside on docks or tarntinals. Materials spilled,
leaked, or lost duruig loading/unloading may collect in the soil or on otfter surfaces and be carried away
by rainfall runoff or when the area is cleaned. Rainfall may wash off pollutants from machinery used
to unload or load materials. The following questions are designed to help you' find sources of storm
water contamination from loading and unloading materials and choose BMPs to reduce or eliminate
those sources. Pleading this section can start you on the road to aliminatiog, reducing, or recycling
pollutants that otherwise may contaminate storrn water. Also refer to the ISMP' on Loading and
Unloading by Air Pressure or Vacuum in Section 4.2.
Q. Are tank trucks and material delivQry
vehicles located where spills or leaks
can be contained?
Loading/unloading equipment and vehicles should be
located so that leaks can be contained in existing
containment and flow diversion systems.
Q. Is loading/unloading equipment
checked regularly for leaks?
Check vehicles and equipment regularly for leaks, and
fix any leaks promptly. Common areas for leaks are
valves, pumps, flanges, and connections. Look for
dust or fumes. These are signs that material is being
lost during unloading/loading operations.
LOADING AND UNLOADING
ACTIvrl-IES THAT CAN CONTAMINATE
.STORM WATER:
• Puntpino of liquids ar Qases fronti
barge, truck or rail car �to;a
storage facility or vice :versa.
• Pneumatic transfer of dry,:::
chemicals to or from the1oading
arid unloading vehicles::,.``:
• Transfer by rinechanical "conveyor:, -
systems
Transfer of bags,`boxesj:-drums,
or other containers by' fbrklift,
trucks, or other material handling
equipment
Q. Are loadin(p'unioaclincg clocks or areas covered to prevent exposure to rainfall?
Covering loading and unloading areas, such as building overhangs at loading docks, can reduce
exposure of materials, vehicles, and equipment to rain.
Q. Are loading/unloading areas designed to prevent storm water funon?
Runon is storm water created from other areas that flows or "runs on" to your property or site.
Runon flowing across loading/unloading areas can wash contaminants into storm drains. Runon
can be minimized by:
• Grading, berrning, or curbing the area around the loading area to direct ninon away from the
area
• Positioning roof down spouts so storm water is directed away from loading sites and
equipment and preferably to a grassy or vegetated area where the storrn water can soak into
the ground.
September 1992 3-15

Chapter 3—Activity-Spdcific Source Control BhfPs
I SUMMARY OF LOADING/UNLOADING OPERATIONS SMPs
• Contain leaks during transfer.
• Check equipment requlafly, for leaks.
• Limit exposure'of inaterial to rainfall.
• Prevent storm: Watpr'runon.'
3-16 September 1992

Chamor 3—Activity-Si)ocitic Sowcp Control BAfYs
3.6 BMPs FOR LIQUID STORAGE IN ABOVE -GROUND TANKS
Accidental releases of chemicals from above -ground liquid storage tanks can contamkiate storm water
with many different pollutants. Materials spilled, leaked, or lost from storage tanks may accumulate
in soils or on other surfaces and be carried away by rainfall ninoff. The followiltg questions can help
YOU find sources of storm water contamination from above -ground storage tanks and select BMPs to
reduce or eliminate those sources. Also refer of the BMPs listed al Section 4.2 on exposure
minimization and Section 4.3 on expasuro mitigation for more information.
Q. Do storage tanks contain iiqui(f
hazardous materials, hazardous
wastes, or oil?
Storage of oil and hazardous materials must rneet
specific standards set by Federal and State laws.
These standards include SPCC glans, secondary
containment, installation, integrity and leak detection
monitoring, and emergency preparedness plans.
Federal regulations set specific standards for
preventing ninon anti collecting runoff from llaZardoUS
waste storage, disposal, or treatment areas. These
standards apply to container storage areas and other
areas used to store, treat, or dispose of hazardous
waste. If the collected storm water is a hazardous
waste, it must be managed as a hazardous waste in
accordance with all applicable State and Federal
environmental regulations. States inay also have
THE MOST COMMON CAUSES OF
UNINTENTIONAL RELEASES FROM
- TANKS:
• External corrosion and structural
failure
Spills and overfills due to operator
error
failure of piping systurns (pipes,
pumps, flanges, t:ouplirtgs; hoses,
and valves)
• Leaks -or spills during pumping of
liquids or gases from barges,
trucks, or rail cars to a storage
facility or vice versa
standards about controlling runon and runoff from
hazardous waste treatment, storage, and disposal
areas. To find out more about storage requirements, call the loll -free EPA I{CRA hotline at
1-$00-424-9346 or contact your State hazardous waste management agency.
Q. Are operators trained in correct operating procedures and safety activities?
Well -trained employees can reduce human errors that load to accidental releases or spills,
Q. Do you have safeguards against accidental releases?,
Engineered safeguards can help prevent operator errors that may cause the accidental release of
pollutants. Safeguards include:
• Overflow protection devices on tank systems to warn tlio operator or to automatically shut
down transfer pumps when the tank reaches full capacity
• Protective guards around tanks and piping to prevent vehicle or forklift damage
• Clearly tagging or labeling of valves to reduce human error.
September 1992 3-17

Chspldr 3—Activity-Spdcific Soured CUnffOl B IPS
Q. Are the tank systems inspected and is tank intocdrity tested repularly7
Visually inspect the tank system to identify problem areas before they lead to a release. Correct
any problems or potential problems as soon as possible. An audit of a newly installed tank system
by a registered and specially trained professional engineer can identify and correct potential
problems such as loose fittings, poor welding, and improper or poorly fitted gaskets. After
installation, have operators visually inspect the tank system on a routine basis. Areas to inspect
include tank foundations, connections, coatings, tank walls, and the piping system. Look for
corrosion, leaks, straining of tank support structures from leaks, cracks, scratches in protective
coatings, or other physical damage that may weaken the tank system. Integrity testing should be
done periodically by a qualified professional.
Q. Are tanks permed or surrounded by a secondary containment system?
A secondary containment system around both permanent and temporary tanks allows leaks to be
more easily detected and contains spills or leaks. Methods include berms, dikes, liners, vaults, and
double -walled tanks. See Chapter 4 for additional information on containment and spill control.
3-1 B September 1992

Chdptor 3—Activity-Specific SMArcv Ccwitrol BAfPs
3.8 BMPs FOR OUTSIDE STORAGE OF RAW MATERIALS, BY-PRODUCTS, OR
FINISHED PRODUCTS
Raw materials, by-products. finished products. containers, and material storage,areas exposed to rain
and/or runoff can pollute storm water. Storm water can become contaminated by a wide range of
contaminants (e.g., metals, oil, and grease) when solid materials wash off or dissolve atito water, or
by spills or leaks. The following questions are designed to help you identify potential sources of storm
water contamination and select BMPs that can reduce or eliminate those sources. Beading this section
can help you eliminate or reduce pollutants that otherwise may contaminate storm water.
Q. Are materials protected from rainfall, runon, and runoff?
The best way to avoid contaminating storm water from outside material storage areas is to prevent
storm water runon or rain from coming in contact with tha materials. This can he done by:
• Storing the material indoors
• Covering the area with a roof
• Coverino the material with a temporary covering
made of polyethylene, polyurethane, polypropylene,
or Hypalon.
• Minimizing storm water runon by enclosinU the
area or building a berm around the area.
SUMMARY OF BMPs FOR OUTSIDESTORAGE.OF'RAW :'
MATERIALS; BY-PRODUCTS, OR FINISIIED PRODUCTS'''
a .:Cover of 'enclose materials.
September 1992 3-23

Chaprur 4--Sire-Specilic h0djsrrrx1 Storm Walur BAlPs
4.1 FLOW DIVERSION PRACTICES
Structures that divert strearn flow (such as gutters, drains, sewers, dikes, and uradod pave+nent)
are used as BMf s in two ways. First, flow diversion structures, called storm water conveyances,
may be used to channel storm water away from industrial areas so that pollutots da not mix with
the storm water. Second, they also may be used to carry pollutants directly to a treatment facility.
This section briefly describes flow diversion as a f3MP for industrial storm water.
September 1992 4-3

chapter 4—Situ Slrucilic Inrhrstrial Storm Watur BAIPs
Graded Areas and Pavement
What Is It 1
Land surfaces can he graded or uraded and paved so that storm water runoff is directed away from
industrial activity areas. The slope of tfta grade allows the runoff to flow, hnt limits the runoff tran
washino over areas that may be contaminated Willi pollutants. Like conveyances and dikes, graded
areas can prevent runoff from contacting industrial areas and becoming comarninated with
pollutants froin tlsese areas. Gradin❑ can be a permanent Of temporary contra[ measure:.
When and Where to Use It
Grading land surfaces is appropriate for any industrial site that has outdoor activities that may
contaminate storm water runoff, such as parkino lots or outdoor storage areas. Figure 4.3
illustrates the use of graded pavement in preventing runoff from washing over a service station
site. Grading is often used with other practices, such as coverings, buffer zones, and other
practices to reduce the runoff velocity and provide infiltration of the uncontaminated runoff, or to
direct pollutant runoff to storm water treatment facilities.
What to Consider
When designing graded areas and pavement, both control and containment of runoff flows should
be considered. The grading should control the uncontaminated flow by diverting it around areas
September 1992 4-9

Chapter 4—.Sire-spec hidustria! Storm Watar BA1P5
that may have pollutants. The UradinU should also contain the contarninated flows or divert them
to treatment facilities.
When regradinU and pavinU an industrial area, the use of concrete pavinU instead of asphalt should
be considered. This is especially important in potential spill sites or hazardous maturia,l storage
areas. Asphalt absorbs organic pollutants and can be slowly dissolved by some fluids, thus
becoming a possible source of contaminants itself. This control measure should be used with a
cover, such as a roof, in areas where contaminants are of concern (see Covering HMP) so that rain
or snow does riot fall on the area and wash ilia contaminants down slope.
Inspect paving regularly for cracks that may allow contaminants to seep into the Around. Also,
check to make sure that the drains receiving the storm water flow from the paved area remain
unclogged with sediment or other debris so that low areas do not flood and wash over the areas
where the contaminants may be.
Advantages of Graded Areas and Pavement
• Is effective in limiting storm water contact with contaminants
• Is relatively inexpensive and easily implemented
Disadvantages of Graded Areas and Pavement
e May be uneconomical to regrade and resurface large areas
• May not be effective during heavy precipitation
4-10 September 1992

Chaptdr 4—Sr(d-SPd'-rXC hidusrrra! Slurr►t Wafar QhfPs
4.2 EXPOSURE MINIMIZATION PRACTICES
By eliminatino or minimizino the possibility of storm water corning into contact with pollutants,
facilities can eliminate or minimize the contamination of storm water discharges associated with
their industrial activity. As a result, fewer materials will be carried away by storm water runoff,
the costs of collecting and treating contaminated storm water will be docreased, and safety and
environmental liabilities that result from spills and leaks will be reduced.
Completely eliminating the exposure of materials to storm water is not always possible, however.
For many industrial facilities, enclosure of facility grounds is not technologically or economically
possible. Therefore, this section describes several simple and inexpensive structural and
nonstructural BlVPs that a facility can use to minimize the exposure of materials to storm water.
Containing spills is one of the primary methods of minimizing exposure of contaminants to storm
water runoff. Spill containment is used for enclosing any drips, overflows, leaks, or other liquid
material releases, as well as for isolating and keeping pollutant spills away from storm water runoff.
There are numerous spill containment methods, ranging front large structural barriers to simple,
small drip pans. The benefits of each of these practices vary based on cost, need for rnainlenance,
and size of the spill they are designed to control. This section describes several containment
methods, including:
• Containment Diking
• Curbing
• Drip Pans
• Catch Basins
• Sumps.
Other practices commonly used to minirnize exposure of contaminants are aiso discussed, including
the following:
• Covering
• Vehicle Positioning
• I_oadino and Unloading by Air Pressure or Vacuum.
September 1992 4-11

Chaprot d —sire-specific rrrJustria/ srurnr werur trh'rPs
Containmetit Diking
What Is It ,
Containment dikes are temporary or permanent earth or concrete berms or retaininu walls that are
designed to hold spills. Diking, one of the most common types of containment, is an effective
method of pollution prevention for above -ground liquid storage tanks and rail car or tank truck
loading and unloading areas. Diking can provide one of the best protective measures against the
contamination of storm water because it surrounds the area of concern and holds the spill, keeping
spill materials separated from the storm water outside of the diked area.
I
Dika equal to 10% of iotal tank lmparvious surlaca `— Parmanantly installad tanks
voluma or 1 10% of largast tank surraurxlad by dika systan3
Containment Diking for Large Storage Areas
Containment Diking for Small Storage Areas
FIGURE 4.4 CONTAINMENT DIKING
(Modified from MWCOG, 1992)
When and Where to Use it
Diking can be used at any industrial facility but is most commonly used for controlling large spills or
releases from liquid storage areas and liquid transfer areas.
What to Consider
Containment dikes should be large enough to hold an amount equal to the largest single storage
tank at the particular facility plus the volume of rainfall. For rail car and tank truck loading and
unloading operations, the diked area should be capable of holding an amount equal to any single
4-12 September 1992

Chaptoe 4—Silu-Spacific huhishial Sturrn Wd1W BAfPs
tank truck cornpar-Imerlt. Materials used to construct the dike should be stronU urrouUll to safUly
hold spilled materials. The materials used usually depend on what is available unsite and tile
substance to be contained, and may consist of earth (i.e., soil or clay), concrete, synthetic
materials (liners), metal, or other in+pervious materials. In general, stronU acids and bases may
react with metal containers, concrete, and some plastics, so where spills may consist of these
substances, other alternatives should be considered. Some of the more reactive owanic chemicals
may also need to be contained with special liners. If there are any questions about storing
chemicals in certain dikes because of their construction materials, refer to the: Material Safety Data
Sheets (MSDSs).
Containment dikes may need to be designed with impervious materials to prevent leaking or
contamination of storm water, surface, and ground water supplies.
Similarly, uncontrolled overflows from diked areas containing spilled materials or contaminated
storm water should be prevented to protect nearby surface waters or ground waters. Therefore,
dikes should have either pumping systems (see Sumps f3MP) or vacuum trucks available to remove
the spilled materials. When evaluating the performance of the contairurient system, you should pay
special attention to the overflow system, since it is often the source of uncontrolled leaks. if
overflow systems do not exist, accumulated swan water should be released periodically.
Contaminated storm water should be treated prior to release. Mechanical parts, such as punips or
even manual systems (e.g., slide gates, stopcock valves), may require regular cleaning and
maintenance.
When considering containment diking as a HMP, you should consult local authorities about any
regulations governing construction of such structures to comply with local and State requirements.
Facilities located in a flood plain should contact their local flood control authority to ensure that
construction of the dikes is permitted.
Inspections of containment dikes should be conducted during or after significant storms or spills to
check for washouts or overflows. In addition, regular checks of containment dikes (i.e., testing to
ensure that dikes are capable of holding spills) is recommended. Soil dikes stay need to be
inspected on a more frequent basis.
Changes in vegetation, inability of the structure to retain storm water dike erosion, or soggy areas
indicate problems with the dike's structure. Damaged -areas should be patched and stabilized
immediately, where necessary. Earthen dikes may redtrire special raintenance of vegetation, such
as mowing and irrigation.
Advantages of Containment Diking
• Contains spills, leaks, and other releases and prevent them front flowing Into rutloff
conveyances, nearby streams, or underground water supplies
• Permits materials collected in dikes to be recycled
• Is a common industry practice for storage tanks and already required for certain chemicals
Disadvantages of Containment Diking
• May be too expensive for some smaller facilities
• Requires maintenance
• Could collect contaminated storm water, possibly resulting in infiltration of storm water to
ground water
f 1. h

Chaptui 4--Situ-Spucilic hidustrial Sturm Wdtar f AIPs
what Is It
.1
Like containment diking, curbing is a barrier that surrounds an area of concern, Curbing functions
in a similar way to prevent spills, leaks, etc. from being released to the environment by routing
runoff to treatment or control areas. 1-he temis curbing and diking are sornetirnes used
interchangeably.
Because curbing is usually small-scale, it cannot contain large spills like diking can, however,
curbing is cornmon at many facilities in small areas where handling and transferrintt liquid materials
occur.
FIGURE 4.5 CURBING AROUND DRUM STORAGE AREA
When and Where to Use It
Curbing can be used at all industrial facilities. It is particularly useful in areas where Iiiluid Materials
are transferred and as a storm water runoff control.
As with diking, common materials for curbing include earth, concrete, synthetic materials, metal, or
other impenetrable materials. Asphalt is also a cornmon material used ifl Curbing.
What to Consider
For maximum efficiency of curbing, spilled materials should be removed immediately, to allow
space for future spills. Curbs should have pumping systems, rather than drainage systems, for
collecting spilled materials. Manual or mechanical methods, such as those provided by sump
systems (see Sump BMf ), can be used to remove the material. Curbing systems should be
maintained through curb repair (patching and replacement).
4-14 c..,�o.,,►,o. , n47

Chaptrr 4—Siru-Spvc-ific Pidusrrial Storm Wzito-r Bh11's
When using curbing for runoff control, facilities should protect the bean by limiting traffic and
installing reinforced berms in areas of concern.
Spills of materials that are stored within a curbed area can be tracked Outside of that area when
personnel and equipment leave the area. This tracking can be minimized by prading within the
curbing to direct the spilled materials to a down -slope side of tho curbing. This will keep the
materials away front personnel and equipment that Bass through the area. It will also allow tite
materials to accumulate in one area making cleanup much easier.
Inspections should also be conducted 112gfgre forecasted rainfall events and inunudiately after storm
events. It spilled or leaked materials are observed, cleanup should start inmfudiately. This will
prevent overflows and/or contamination of storm water runoff. In addition, prompt cleanup of
materials will prevent dilution by rainwater, which can adversely affect recycling opportunities.
Inspection of curbed areas should be conducted regularly, to clear clogging debeis. Because
curbing is sized to contain small spill volumes, maintenance should also be conducted frequently to
prevent overflow of any spilled materials.
Advantages of Curbing
• Is an excellent method to control runoti
• Is inexpensive
• Is easily installed
- Materials spilled within curbed areas can be recycled
• Exists as a common industry practice
Disadvantages of Curbi119
• is not effective for holding large spills
• May require more maintenance than dikintl
September 1992 4-15

Chaplor 4—S1'1d-Spaci6c Industrial Storm Watdr Bn?f s
Drip Pans l
What Are Thay
Drip pans are small depressions or pans used to contain very small volumes of leaks, drips, and
spills that occur at a facility. Drip pans can be depressions in concrete, asphalt, Or Other
impenetrable materials or they can be made of rnetals, plastic, or any material that does not roact
with the dripped chemicals. Drip pans can be temporary or permanent.
Drip pans are used to catch drips from valves, pipes, etc. so that the iaterials or chemicals can be
cleaned up easily or recycled before they can contarninate storm water. Although leaks and drips
should be repaired and eliminated as part of a preventive maintenance program, drip pans can
provide a temporary solution where repair or replacement must be delayed. In addition, drip pans
can be an added safeguard when they ate positioned beneath areas where leaks and drips m4y
occur.
Use Drip Pans for leaking Equipment
Use Drip Pans in loading and Unloading Areas
FIGURE 4.6 USES FOR DRIP PANS
(Modified from Washington State, 1992)
When and Where to Use Them
Drip pans can be used at any industry where valves and pipilig are present and the potential for
small volume leakage and dripping exist.
4-16 September 1992

Chaprur 4—Sifu-Spncific krthisrfial Srorrrr Wafur BAfPs
WHet to Consider I
When using drip pans, consider the location of the drip pan, weather conditions, tfre type of
material to be used for the drip pan, and flow it will he cleaned.
The location of the drip pan is important. Because drip pans must be inspected and cleaned
frequently, they most be easy to reach and remove. _ In addition, take special card to avoid placing
drip pans in precarious positions such as next to walkways, on uneven pavernentlground, or sitting
on pipelines. Drip pans in these locations are easily overturned and may present a safety Hazard,
as well as an environmental hazard.
Weather conditions are also important factors. Heavy winds and rainfall move or dar7+ape drip pans
because of their small size and their light weight (if not built-in). To prevent this, Secure the pans
by installing or anchoring them. Drip pans may be placed on platforms or behind wind blocks or
tied down.
For drip pans to be effective, employees must pay attention to the pans and empty them when
they are nearly full. Because of their small holding capacities, drip pans will easily overflow if not
emptied. Also, recycling efforts can be affected if storm water accumulates in drip pans and
dilutes the spilled material. It is important to have clearly specified and easily followed practices of
reuselrecycle and/or disposal, especially the disposal of hazardous materials. Many facilities dump
the drip pan contents into a nearby larger voluine storage container and periodically recycle the
contents of the storage container.
In addition, frequent inspection of the drip pans is necessary due to the possibility of leaks in the
pan itself or in piping or valves that may occur randomly or irregular slow drips that may increase in
volume. Conduct inspections before forecasted rainfall events to remove accumulated materials
and immediately after storm events to empty storrrt water accumulations.
Advantages of Drip Parts
• Are inexpensive
• Are easily installed and simple to operate
• Allow for reuse/recycle of collected material
• Empty or discarded containers may be retired as drip pans
Disadvantages of Drip Pans
• Contain small volumes only
• Must be inspected and cleaned frequently
• Must be secured during poor weather conditions
• Contents may be disposed of improperly unless facility personnel are t
disposal methods
September 1992 4-17

Chsp(w 4—Sire-SpdGific IiWUStfiBl SA)MI W.jrur BA11's
coveri(q)
1W:1at is !t_,
Covering is the partial or total physical enclosure of rnaterials, e(ltrit)nlent, process operations, or
activities. Covering certain areas or activities prevents storm water from coming into contact with
potential pollutants and reduces material loss from wind blowing. Tarpaulins, plastic sheetirrg,
roofs, buildings, and other enclosures are examples of covering that are effective in preventing
storm water contamination. Covering can be temporary or peinianent.
When and Where to Use It
Covering is appropriate for outdoor material storage piles (e.t)., stockpiles of dry materials, U(avel,
sand, compost, sawdust, wood Chips, de-icing salt, and building materials) and areas where liquids
and solids in containers are stored or transferred. Although it May be too expensive to cover or
enclose all industrial activities, cover Ilion -risk areas (identified durino the storm water pollutant
source identification). For example, cover chernical preparation areas, vehicle maintenance areas,
areas where chemically treated products are stored, and areas where salts are stored,
If covering or enclosing the entire activity is not possible, the high -risk part of the activity can often
be separated from other processes and covered. Another option that reduces the cost of building a
complete enclosure is to build a roof over the activity. A roof may also eliminate the need for
ventilation and lighting systems (Washington State, 1992).
What to Consider
Evaluate the strength and longevity of the covering, as well as its compatibility with the material or
activity being enclosed. When desionino an enclosure, consider access to materials, their handling,
and transfer. Materials that pose environmental arid safety dangers because they are radioactive,
biological, flammable, explosive, or reactive require special VUntllatiOn Lind tenlpl:ratnitl
considerations.
Covering alone may not protect exposed materials from storm water contact. Place the material on
an elevated, impermeable surface or build curbing around the outside of the materials to prevent
problems from runon of uncontaminated storm water from adjacent areas.
Frequently inspect covering, such as tarpaulins, for rips, tholes, and general wear. Anchor the
covering with stakes, tie -down ropes, large rocks, tires, or other easily available Heavy°objects.
Practicing proper materials management within an enclosure or underneath a covered area is
essential. For example, floor drainage within an enclosure should he properly designed and
connected to the wastewater sewer where appropriate and allowed. If connection to an offsite
wastewater sewer is considered, the local Publicly Owned Treatment Works (POTW) should be
consulted to find out if there are any pretreatment requirements or restrictions that rtutst be
followed.
4-22 September 1992

Small Chemical Storage Area
With Cwbina and Cover
Raw Material Sloraije COVC(ed Will) Tarpaulin
Covered Area for flaw Materials
7-j
Enclosed Area for Storage of
Raw Materials or Chemicals
Coveted Area for Loadinj) and tjnloa(jijjU
FIGURE 4.7 EXAMPLE COVERING FOR INDUSTRIAL ACTIVITIES
(Modified from Washington State, 1992; Salt Institute, 1987)
September 1992 - 4-23

Chapter 4—Site-Specific Industrial Storm Water QMPs
Advantages of Covering
• Is simple and effective
• Is commonly inexpensive
Disadvantages of Covering
• Requires frequent inspection
• May pose health or safety problems if enclosure is built over certain activities
4-24 September 1992

Clrap(w 4—Situ-Spuci>ic li)ch,striu! 5turrrr Wdt6►r BAI i
yollicie Positioning - — -- 1
Wltiat is It
Vehicle positionino is the practice of locatino trucks or rail cars while transfer,ing materials to
prevent spills of materials onto the oround surface, which may then contarninate storm water
runoff. Vehicle positioning is a simple and effective method of material spill prevention and yet it is
commonly overlooked.
When and Where to Use It
Vehicle positioning can be used at all types of industrial facilities. This practice is appropriate for
any area where materials are transferred from or to vehicles, such as loading and unloading areas,
storage areas, and material transfer areas. Use vehicle positioning in conjunction with other
practices such as covering, sumps, drip pans, or loadino and unloading by air pressure or vacuum
where chemical spills are of concern.
What to Consider
The purpose of vehicle positioning is to locate vehicles in a stable and appropriate position to
prevent problems, such as spills resulting from broken material storage containers, spills caused by
vehicle movement during materials transfer activities, and spills caused by improperly located
vehicles. Vehicles should also be positioned near containment or flow diversion systems to collect
unexpected spills from leaks in transfer lines or connections. The following activities are included
in this practice:
• Constructing walls that help in positioning, the vehicles
• Positioruno vehicle either over a drain or on a sloped surface -that drains to a containment
structure
• Outlining required vehicle positions on the pavement
• Using wheel guards or wheel blocks
• Posting signs requiring the use of emergency brakes
• Requiring vehicles to shut off engines dwino materials transfer activities.
Advantages of Vehicle Positioning
• Is inexpensive
• Is easy and effective
Disadvantages of Vehicle Positioning
• May require redesign of loading and unloading areas
September 1992 4-25

Chapter 4--Site-Specific Industrial Storrrr Water BAWs
4.3 MITIGATIVE PRACTICES
Mitigation involves cleaning up or recovering a substance after it has been released or spilled to
reduce the potential impact of a spill before it reaches the environment. Therefore, pollution
mitigation is a second line of defense where pollution prevention practices have failed or are
impractical. Because spills cannot always be avoided at industrial sites, it is necessary to plan for
these events and to design proper response procedures. This section discusses mitio ative BMPS to
avoid contamination of storm water. Most of the mitigative practices discussed are simple and
should be incorporated in your facility's good housekeeping and spill response plans. The
mitigation practices discussed include manual cleanup methods, such as sweeping and shoveling,
mechanical cleanup by excavation or vacuuming, and cleanup with sorbents and gels.
Facilities are cautioned that spills of certain toxic and hazardous substances and their cleanup may
be covered under regulations, including those imposed under the Superfund Amendments and
Reauthorization Act (SARA), the Comprehensive Environmental Responsibility. Compensation, and
Liability Act (CERCLA), and the Resource Conservation and Recovery Act IRCRA).
4-28 September 1992

Chapter 4—Site-Specific Industrial Sfurrrr Water Bh?Ps
Sweeping
What Is It
Sweeping with brooms, squaegees, or other mechanical devices is used to remove small quantities
of dry chemicals and dry solids from areas that are exposed to precipitation or storm water runoff.
These areas may include dust or contaminant covered bags, drums containing remainino materials
on their lids, areas housing enclosed or covered materials, and spills of dry chemicals and dry solids
in locations on the industrial site. Cleaning by sweeping with brooms is a low cost practice that
can be performed by all employees and requires no special equipment or training.
When and Where to Use It
Sweeping can be used at many material handling areas and process areas in all types of industrial
facilities. Timing is an important consideration for all mitigative practices. To be effective as a
storm water control, cleanup must take place before rainfall or contact with storm water runoff or
before an outside area is hosed down.
Do not limit your cleanup activities to those outside activities that are exposed to rainfall. In many
cases, tracking of materials to the outside frorn areas that are enclosed or covered (e.g., on shoes)
may also occur.
What to Consider
Store brooms appropriately and do not expose them to precipitation. In addition, rules of
compatibility also apply. Do not use the same broom to clean up two chemicals that are
incompatible. Determine the compatibility between the brooms themselves and the chemical of
concern before using this practice. In some instances, chemicals should be vacuumed instead of
swept. Be sure that swept material is disposed of properly.
Advantages of Sweeping
• Is inexpensive
• Requires no special training
• Provides recycling opportunities
Disadvantages of Sweeping
• Is a labor-intensive practice
• Is limited to small releases of dry materials
September 1992 4-29

Chapter 4- Site -Specific Industrial Sforrn Wafer BAfPs
Shoveling
What fs Et
Shoveling is another manual cleanup method that is simple and low in cost. Generally, shoveling
can be used to remove larger quantities of dry chemicals anti dry solids, as well as to remove
wetter solids and sludge. Shoveling is also useful in removing accumulated materials from sites not
accessible by mechanical cleanup methods.
EW:h:en:�andW�b,,,�Use t
Shoveling can be used at any facility. Shoveling provides an added advantage over sweeping
because cleanup methods are not limited to dry materials. In many cases, accumulated solids and
sludges that are in ditches, sumps, or other facility locations can be effectively and quickly
removed by shoveling.
Shovels can also he used to clean up contaminated snows. Tinning is an important consideration in
any mitigative practice. Materials that could contaminate storrn water runoff should be removed
before any storm event.
What to Consider
As with brooms, clean and store shovels properly. Also, consider planning for the transport and
disposal or reuse of the shoveled materials.
Advantages of Shoveling
• Is inexpensive
• Provides recycling opportunities
• Can remediate larger releases and is effective for dry and wet materials
Disadvantages of Shoveling
• Is labor-intensive
• Is not an appropriate practice for large spills
4-30 September 1992

Chaprur 4—Sife-Sp&cific huhisrlivl Srorrrr wattw B/Ops
SorUents
What Are They
Sorbents are materials that are capable of cleaning up spills through the churnical processes of
afjsorption and 412sorption. Sorben- adsorb fan attraction to the outer surface of a material) or
phsorb (taken in by the material like sponge) only when they corne io contact with the sorbent
materials. The Sorbents must be mixed with a spill or the liquid rnust be grassed through the
sorbent. Sorbent materials come in many different forms from particles to loanrs. Often the
particles are Bold together in structures called booms, pads, or socks. Sorbents include, but are
not limited to, the following:
• Common Materials (clays, sawdust, straw, and flyash)—Generally come in small particles
that can be thrown onto a spill that is on a surface. The materials Absorb the spill by taking
up the liquid.
• Polymers (polyurethane and polyolefin)—Corne in the form of spheres, beads, or foarn
tablets. These materials At2sorb a chemical spill by taking up the liquid into their open -pore
structure.
• Activated Carbon ---Comes in a powdered or granular form and can be r;iixed with liquids to
remove pollutants. This sorbent works by sorbing the organics to its surface and can be
recycled and then reused by a process called regeneration.
• "Universal Sorbent Material" —Is a silicate glass foam consisting of rounded particles that can
absorb the material.
When and Where to Use Them]
Sorbents are useful HMPs for facilities with liquid materials onsite. Timing is important for these
practices. To be effective as a storm water BMP, cleanup must take place before a rainfall.
Sorbents are often used in conjunction with curbing to provide cleanup of small spills within a
containment area.
"Universal Sorbent Materials" are suitable for use on many compounds including acids, alkalis,
alcohols, aldehydes, arsenate, ketones, petroleum products, and chlorinated solvents.
Activated carbon is useful for adsorbing many organic compounds. Organics that are diluted in
water can be passed through a column that is filled with the activated carbon material to remove
the organics, or the activated carbon can be (nixed into the water and can then be filtered out.
Polyurethane is good with chemical liquids such as benzene, chlorinated solvents, epicholorhydrin,
and phenol. Polyolefin is used to remove organic solvents, such as phenol and various chlorinated
solvents. The beads and spheres are usually mixed into a spill by use of a blower and then are
skimmed from the top surface by use of an oil boom.
More common materials such as clay, sawdust, straw, and fly -ash can be used for a liquid spill on
a surface that is relatively impenetrable, and are usually spread over the spill area with shovels.
Booms, pads, and socks are also useful in areas where there are small liquid spills or drips or where
small amounts of solids may mix with small amounts of storm water runoff. They can function
September 1992 4-33

Chapter 4—Site-Specific Industrial Storm Water BAfPr
both to absorb the pollutants from the storm water and restrict the movement of a spill. Socks are
often used together with curbing to clean up small spills,
What to Consider
Because sorbents work by a chemical or physical reaction, some sorbents are hatter than others for
certain types of spills. Therefore, the use of sorbents requires that personnel know the properties
of the spilled material(s) to know which sorbent is appropriate. To be effective, sorbents must
adsorb the material spilled but must not react with the spilled material to form IldZariJOUs or toxic
substances. Follow the manufacturers' recontmendations.
For sorbents to be effective, they must be applied immediately in the release area. The use of
sorbent material is generally very simple: the sorbent is added to the area of release, mixed well,
and allowed to adsorb or absorb. Many sorbents are not reusable once they have been used.
Proper disposal is required.
Advantages of Sorbents
• Work in water environments (booms and socks)
• Offer recycling opportunities (some types of so(bents)
Disadvantages of Sorbents
• Require a knowledoe of the chemical makeup of a spill (to choose the best sorbent)
• Offer no recycling opportunities (some types of sorbents)
• May be expensive practice for large sl)ifls
• May create disposal problems and increase disposal costs by creating a solid waste and
potentially a hazardous waste.
4-34 September 1992

Chapter 4—Site-Specific lodustrial Storm Water BMPs
Signs and Labels
What Are They
Signs and labels identify problem areas or hazardous materials at a facility. Warning signs, often
found at industrial facilities, are a good way to suggest caution in certain areas. Siuns and labels
can also provide instructions on the use of materials and equipment. Labelling is a good way to
organize large amounts of materials, pipes, and equipment, particularly on large sites.
Labels tell material type and container contents. Accurate labeling can help facilities to quickly
identify the type of material released so facility personnel can respond correctly.
Two effective labeling methods include color coding and Department of Transportation iDOTI
labeling. Color coding is easily recognized by facility personnel and simply involves painting/coating
or applying an adhesive label to the container. Color codes must be consistent throughout the
facility to be effective, and signs explaining the color codes should be posted in all areas.
DOT requires that labels be prominently displayed on transported hazardous and toxic materials.
Labeling required by DOT could be expanded to piping and containers, making it easy to recognize
materials that are corrosive, radioactive, reactive, flarnrnable, explosive, or poisonous.
FIGURE 4.8 SIGN ON DRUM INDICATING FLAMMABILITY
When and Where to Use Them
Signs and labels can be used at all types of facilities. Areas where they are particularly useful are
material transfer areas, equipment areas, loading and unloading areas, or anywhere information
might prevent contaminants from being released to storm water.
4A4 September 1992

Chapter 4—Sifd-Specific hrdustrial Storm Water SA4Ps
What to Consider
Signs and labels should be visible and easy to read. Useful signs and labels might provide the
following information:
• Names of facility and regulatory personnel, including emergency phone nunrburs, to contact
in case of an accidental discharge, spill, or other emergency
• Proper uses of equipment that could cause release of storm water contaminants
• Types of chemicals used in high -risk areas
• The direction of drainage lines/ditches and their destination {treatment or discharge}
• Information on a specific material
• Refer to OSHA standards for sizes and numbers of signs required for hazardous material
labeling.
Hazardous chemicals might be labeled as follows:
• Danger
• Combustible
• Warning
r
• Poisonous
• Caustic
• Corrosive
• Caution • Volatile
• Flammable • Explosive
Periodic checks can ensure that signs are still in place and labels are properly attached. Signs and
labels should be replaced and repaired as often as necessary.
Advantages of Signs and Labels
• Are inexpensive and easily used
Disadvantages of Signs and Labels
• Must be updated and maintained so they are legible
Cwnfwmhar 1 QQ) A n

Chapter d—Site-Specific 1nwhrslri41 Storm Water BAfPs
4.5 SEDIMENT AND EROSION PREVENTION PRACTICES
Any site where soils -are exposed to water, wind or ice can have soil erosion and sudirnentation
problems. Erosion is a natural process in which soil and rock material is loosened and removed.
Sedimentation occurs when soil particles are suspended in surface runoff or vvind and are deposited
in streams and other water bodies.
Human activities can accelerate erosion by removing vegetation, compacting or disturbing the soil,
changing natural drainage patterns, and by covering the ground with imperineable surfaces
(pavement, concrete, buildings). When the land surface is developed or "hardened" in this manner,
storm water and snowmelt can not seep into or "infiltrate" the ground. This results in larger
amounts of water moving more quickly across a site which can carry more sediment and other
pollutants to streams and rivers.
EPA's General Permit requires that all industries identify in their Storm Water Pollution Prevention
Plans areas that may have a high potential for soil erosion. This includes areas with such heavy
activity that plants cannot grow, soil stockpiles, stream banks, steep slopes, construction areas,
demolition areas, and any area where the soil is disturbed, denuder! Istripped of plants), and subject
to wind and water erosion. EPA further requires that you take steps to limit this erosion.
There are seven ways to limit and control sediment and erosion on your site:
• Leave as much vegetation (plants) onsite as possible.
• Minimize the tirne that soil is exposed.
• Prevent runoff from flowing across disturbed areas (divert the flow to vegetated areas).
• Stabilizirsg the disturbed soils as soon as possible.
• Slow down the runoff flowing across the site.
• Provide drainage ways for the increased runoff (use grassy swales rather than concrete
drains).
• Remove sediment frorn storm water runoff before it leaves the site.
Using these measures to control erosion and sedimentation is an important part of storm water
management. Selecting the best set of sediment and erosion prevention measures for your
industry depends upon tile nature of the activities on your site (i.e., how much construction or land
disturbance there is) and other site -specific conditions (soil type, topography, climate, and season).
Section 4.5.1 discusses some temporary and permanent ways to stabilize your site. Section 4.5.2
describes more structural ways to control sediment and erosion.
In some arid regions, growing vegetation to prevent erosion may be difficult. The local Soil
Conservation Service Office or County Extension Office can provide information on any special
measures necessary to promote the establishment of vegetation.
4.5.1 Vegetative Practices
Preserving existing vegetation or revegetating disturbed soil as soon as possible after construction
is the most effective way to control erosion. A vegetation cover reduces erosion potential in four
ways: (11 by shielding the soil surface from direct erosive impact of raindrops; 12) by improving
September 1992 4-51

Chapter 4—Site-Specific hidoslrial Storrn Water BMP,t
the soil's water storage porosity and capacity so more water can infiltrate into the ground; (3) by
slowing the runoff and allowing the sedirnem to drop out or deposit; and (4) by physically holding
the soil in place with plant roots.
Vegetative cover can be grass, trees, shrubs, bark, mulch, or straw. Grasses are thb most
common type of cover used for revegetation because they grow quickly, providing erosion
protection within days. Other soil stabilization practices such as straw or mulch n ay be used
during non -growing seasons to prevent erosion. Newly planted shrubs and trees establish root
systems more slowly, so keeping existing ones is a more effective practice.
Vegetative and other site stabilization practices can be either temporary or permanent controls.
Temporary controls provide a cover for exposed qr disturbed areas for short periods of time or until
permanent erosion controls are put in place. Permanent vegetative practices are used when
activities that disturb the soil are completed or when erosion is occurring on a site that is otherwise
stabilized. The remainder of this section describes the common vegetative practices listed below;
• Preservation of Natural Vegetation
• Buffer Zones
• Stream Bank Stabilization
• Mulching, Matting, and Netting
• Temporary Seeding
• Permanent Seeding and Planting
• Sodding
• Chemical Stabilization.
4-52 September 1992

Chaplar 4—Site-Specific Irrdr.slrial Sranrr Walur BMPs
Preservation of Natural Vegetation
[W:hat :1s It
The preservation of natural vegetation (existing trees, vines, brushes, and grasses) provides rsatural
buffer zones. by preserving stabilized areas, it minimizes erosion potential, protects water quality,
and provides aesthetic benefits. This practice is used as a permanent control measure.
When and Where to Use It
This technique is applicable to all types of sites. Areas where preservinu vegetation can be
particularly beneficial are floodplains, wetlands, stream banks, steep slopes, and other areas where
erosion controls would be difficult to establish, install, or maintain.
What to Consider
Preservation of vegetation on a site should be planned before any site disturbance begins.
Preservation requires good site management to minimize the impact of construction activities on
existing vegetation. Clearly mark the trees to be preserved and protect them from ground
disturbances around the base of the tree. Proper maintenance is important to ensure healthy
vegetation that can control erosion. Different species, soil types, and climatic conditions will
require different maintenance activities such as mowing, fertilizino, liming, irrigation, pruning, and
weed and pest control. Some State/local regulations require natural vegetation to be preserved in
sensitive areas; consult the appropriate State/local agencies for more information on their
regulations. Maintenance should be performed regularly, especially durino construction.
Advantages of Preservation of Natural VeUetatiott
• Can handle ftioher quantities of storm water runoff than newly seeded areas
• Does not require time to establish (i.e., effective irnrnediately)
• Increases the filtering capacity beCause the vegetation and root structure are usually
denser in preserved natural vegetation than in newly seeded or base areas
• Enhances aesthetics
• Provides areas for infiltration, reducing the quantity and velocity of storm water runoff
• Allows areas where wildlife can remain undisturbed
• Provides noise buffers and screens for onsite operations
• Usually requires less maintenance (e.g., irrigation, fertilizer) than plar}tino new vegetation
Disadvantages of Preservation of Natural Vegetation I
• Requires planning to ;reserve and maintain the existing veoetation
• May not be cost effective with high land costs
• May constrict area available for construction activities
September 1992 4-53

Chapter 4—Site-Specific Industrial Storm Wdtar BAIPS
4. "Qutalion slows Ou vufucily of runufl
and aces as a filtur lu culch audinwnl
FIGURE 4.10 BENEFITS OF PRESERVING NATURAL VEGETATION
{Modified from Washington State, 1992)
4-54 September 1992

Chapter 4—Site-Specific Industrial Storm Water BAlPs
4.5.2 Structural Erosion Prevention and Sediiiient Control Practices
Structural practices used in sediment and erosion control divert storm water flows away from
exposed areas, convey runoff, prevent sediments from moving offsite, and car, also reduce the
erosive forces of runoff waters. The controls can either be used as perrnanam `or temporary
measures. Practices discussed include the following:
• Interceptor Dikes and Swales
• Pipe Slope Drains
• Subsurface Drains
• Filter Fanco
• Straw Bale Barrier
• Brush Barrier
• Gravel or Stone Filter Berm
• Storm Drain Inlet Protection
Sediment Trap'
• Temporary Sediment Basin
• Outlet Protection
• Check Danis
• Surface Roughening
• Gradient Terraces.
September 1992 4.69

Chapter 4—Sita-Specific Industrial Stufm Wafer HMPs
Sediment Trap
What is It
A sediment trap is formed by excavating a pond or by placing an oarthen embankment across a low
area or drainage swale. An outlet or spillway is constructed using large stones or aUUreuate to
slow the release of runoff- The trap retains the runoff long enough to allow most of the silt to
settle out.
v
Cross -Sutton AA1
Coarse Aggregate
��
FIGURE 4.25 TYPICAL_ SEDIMENT TRAP
(Modified from Commonwealth of Virginia, 1980)
[When and Where to Use It
A temporary sediment trap may be used in conjunction with other temporary measures, such as
gravel construction entrances, vehicle wash areas, slope drains, diversion (likes and swales, or
diversion channels. This device is appropriate for sites with short time schodules.
4-86 September 1992

Chapter 4—Site-Specific Industrial Sloan Wdttsr 6A1Ps
What to Consider
Sediment traps are suitable for small drainage areas, usually no more than 10 acres, that have no
unusual drainage features. The trap should be large enough to allow ilia sedii.nents to settle and
should have a capacity to store the collected sediment until it is removed. The volume of storage
required depends upon the amount and intensity of expected rainfall and on estimated quantities of
sediment in the storm water runoff. Check your Permit to see it it specifies a Minimum storage
volume for sediment traps.
A sediment trap is effective for approximately 18 months. During this period, the trap should he
readily accessible for periodic maintenance and sediment removal. Traps should be inspected after
each rainfall anti cleaned when no more than half the lesion volume has been filled with collected
sediment, The trap should remain in operation and be properly maintained until the site area is
permanently stabilized by vegetation and/or when permanent structures are in place.
Advantages of a Sediment Trap
• Protects downstream areas from clogging or damage due to sedim
• Is inexpensive and sirttple to install
• Can simplify the design process by trapping sediment at specific s
I`J Disadvantages of a Sediment Trap
• Is suitable only for a iirnited area
• Is effective only if properly maintained
• Will not remove very fine silts and clays
• Has a short life span
-------------
September 1992 4-87

r + r
7 i .
State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gre ory J Thorpe Ph D Actinc, Director
Post -it®
Fax Note
7671
Date
pages 1"
To
A3)1,& Y
6&NWILIT,
ROV
Co.lDept.
�C3 D
C�
Co.
e3) AV/ S
Phone #
Phone #
Fax #
Fax #
Division of Water Quality
Mr. Philip M. Anderson,
Concerned Citizens for
Post Office Box 354
Naples, North Carolina
Dear Mr. Anderson:
WATER QUALITY SECTION
August 15, 2001
Secretary
Responsible Government
28760
Subject: Stormwater Pollution Prevention Plan
Tarheel Paving, Inc.
Henderson County
I have before me your letter of August 6, 2001 in which you make
inquiry regarding certain documents relating to Tarheel Paving's
Henderson County asphalt plant.
General Permit Number NCG160000, which applies to asphalt plants,
requires the preparation of a Stormwater Pollution Prevention Plan and
other documents. On Friday last I visited the offices of Tarheel Paving
in Hendersonville and determined that all documents required by the
General Permit had been prepared and meet the requirements of General
Permit Number NCG160000. On the same day I visited the plant.
I am informed by Mr. Bill Beck of the Department's Land Quality
Section that Tarheel Paving submitted an Erosion Control Plan for the
asphalt plant site, that plan was approved and two subsequent
inspections have determined that the site is in compliance with the
approved plan.
Mr. Beck and I may be reached at 828-251-6208 should you need to
discuss this matter further.
Sincerely,
Roy M. Davis
Environmental Engineer
xc : Bill Beck. TARHEELI.01
59 Woodfn Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An .Equal opportunity Aiiirniaiirc Actin.-. E=p!uy,-r 50% recycled110% post -consumer paper
r--� -

Mr. Forrest R. Westall
Water Quality Regional Supervisor
Division of Water Quality
NCDENR
59 Woodfin Place
Asheville, NC 28801
Subject:
August 6, 2001
Site Number 01/45/00305
John L. Pace Enterprises, Inc., d/b/al Tarheel Paving ",ompany, inc.
Henderson County, North Carolina
Fee Class: Synthetic Minor
Dear Mr. Westall:
This correspondence represents Concerned Citizens for Responsible Government
(CCRG). We are in behalf of persons and organizations in the one -mile radius of Tarheel
Paving's hot -mix asphalt facility. Our group is not affiliated with CAAP or the Blue
Ridge Environmental Defense League.
It is our understanding that Tarheel Paving is required to submit to your agency
documentation demonstrating compliance with the following mandatory guidelines:
I. Erosion Control Plan (copy on site)
II. Spill Prevention Plan
III. Storm Water Management Plan
What is the status of their reports to you at this time?
Neighbors have reported to us that there has been considerable fill -dirt activity by
Tarheel Paving at the site. Are we correct in assuming that this is in compliance with all
state landfill and water quality regulations?
Will you please respond to us at the address below?
Respectfully,
Concerned Citizens for Responsible Government
a "' ,
�K. aj,",
Philip M_ Anderson, Secretary
PO Box 354, Naples, NC 28760
cc: Division of Water Quality
NCDENR, Raleigh
Rep. Larry T. Justus

AUG-09-2001 14:44 FROM DEM WATER QUALITY SECTION TO ARO P.01
I
Division of Water Quality
Water Quality Section
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Fax: [phone]
FAX TO: a ,� i FAX NUMBER A
FROM. -
PHONE: [phone] Ext: 5 48
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE, ASHEVILLE, NC 28801
PHONE:[phone] FAX: [phone] http://daq.state,nc.usl
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST-CONSUMEW PAPER
DENR TOLL FREE HOTLINE: [phone]

AUG-09-2001 14:44 FROM DEN WATER QUALITY SECTION TO ARO P.02
\NATO
Michael F. Easley
Governor
William G_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
d Gregory J, Thorpe, Ph.D., Acting Director
Division of Water Quality
August 2.2001
Mr. Lyman J. Gregory
31 College Place, Suite D-307
Asheville, NC 29801
Subject: Public Records Request
Tarheel Paving Company
Permit No. NGG160150
Henderson County
Dear Mr. Gregory:
Attached are copies of our files associated with the Tarheel Paving Company permit (NCG160150) as requested in
your May 17, 2001 letter. This package does not include the Stormwater Pollution Prevention Plan (SW P3) for this
facility. It is not automatically required that the permittee submit their SW P3 to the Division. Specific requirements for
the plan are outlined in the permit and the permittee must maintain the plan onsite and make it available as requested.
The Division will request that the permittee provide a copy of their SWP3. Once we receive this information we will
forward you a copy.
If you have any additional questions please feel free to contact me at [phone] ext. 525 or our Asheville
Regional Office at [phone].
Sincerely,
Bradley Bennett
Stormwater and General Permits Unit
Attachments
Cc: Asheville Regional Office
Central Files
.�w.1.1
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh. NO 27b99.1817 [phone]
1 800 623-7746

4�v
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
�1
'ru Ar,6RiGA
ASHEVILLE REGIONAL OFFICE
58 WOOOFIN PLACE, ASHEVILLE, NC 28801
PHONE: [phone] FAX: [phone] httpaldaq.stale.no.usl
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED 1 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

AUG-09-2001 14:45 FROM DEM WATER QUALITY SECTION TO ARO P.03
Ua
d of WR"'IrQ Michasl F_ Easley
Governor
co William G. Ross Jr„ Secretary
5 =i North Carolina Department of Environment and Natural Resouress
Gregory J_ Thorpe. PKD., Acting Director
Division of Waterbuality
August 3, 2001
Mr. John Pace
Tarheel Paving Company
1310 N. Main Street
Hendersonville, NC 28792
Subject: Request for Submittal of Stormwater Pollution Prevention Plan
Tarheel Paving Company
Permit No. NCG160150
Henderson County
Dear Mr. Pace:
In accordance with the permit referenced above your facility must have a Stormwater Pollution Prevention Plan
(SWP3) to manage stormwater discharges. The SWP3 must be developed and implemented prior to the beginning
of discharges from the operation of the industrial activity. It is our understanding that your facility is currently under
construction and is not yet operating. Prior to the operation of your facility you must have your SWP3 in place. We
would encourage you to have your plan developed and in place as soon as possible so that you can provide training
to your employees on implementation of the components of the plan in a timely manner.
The SWP3 is considered public information as indicated in Part 11 Section A of the permit. Our Division has received a
public records request seeking copies of public records related to this permit, including your SWP3. In accordance
with your permit we are writing to request that you submit a copy of your Stormwater Pollution Prevention Plan for this
facility to our office as soon as the plan is completed. Please forward this information to -
Bradley Bennett
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
We appreciate your attention to this request, and your efforts to comply with your stormwater NPDES permit. If you
have any questions, please feel free to contact me at [phone] ext. 525_
Sincerely,
Bradley Bennett
Stormwater and General Permits Unit
Cc. Central Files
NNMERR
Customer Servioe Division of Water Quality 1617 Mail Servics Center Raleigh, NG 27699-1617 [phone]
1 800 623.7748

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
ASHEVILLE REQIONAL OFFICE
59 WOODFIN PLACE, ASHEVILLE, NC 2880t
PHONE: [phone] FAX:[phone] http://daq.state.nc.us/
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE*HOTLINE: [phone]

AUG-09-2001 14:45 FROM DEM WATER QUALITY SECTION TO ARO P.04
• Can � t ��
LYMAN J. GREGORY, III y
ATTORNEY AT LAW��� 4
31 COLL-EGE PLACE, SurTE D-307 �
ASHEVILLE, NC 28801
FAX: [phone] [phone] EMAIL:
i
May 17, 2001
`
Bradley Bennett.__
•
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KC
Stormwater and General permits Unit
Division of Water Quality
w
1617 Mail Service Center
Raleigh., NC 27699-1617
i
err
RE: Public Records Request
Dear NIr. Bennett,
I write on behalf of my client Citizens Against the Asphalt Plant ("CAAP") to request, pursuant
to N.C.G.S. § 132-6, that you furnish copies of the following public records:
All records (whether an original or a copy) within the custody or care of the N.C.
Department of Environment and Natural Resources ("DENW), or any of its
employees, which were generated as a result of, or which in any way relate to,
efforts by John L. Pace Enterprises, Inc. dba Tarheel Paving Company to obtain a
certificate of coverage under General Permit No. NCG160000 to discharge
storrnwater from an asphalt plant to be located at 2700 Asheville Highway,
Hendersonville, North Carolina.
I am particularly interested in receiving a copy of the certificate of coverage and the Stormwater
Pollution Prevention Plan. According to the terms of NCG16, the Plan must be developed and
implemented prior to the beginning of discharges. At the time Tarheel Paving submitted its
Notice of Intent, the company indicated it did not have a Plan. If the Plan is not available as a
public record as required by Part 11, Section A and Part III, Section E, Paragraph 3 of the permit,
then please provide an explanation of why it is not available, and please considu this letter an
ongoing request to receive a copy. as soon as it is available.
This request is specifically intended to include any record which exists in any form as of your
receipt of this request. The term record is intended to include, but not be limited to, (1) all
records as defined in N.C.G.S. § 132-1; (2) all types of electronic communication regardless of
whether a printed hard copy of that communication exists, whether it has been archived or
backed up, or whether that communication has already been deleted from the hard drive of the
local workstation, server, or other media; and (3) all notes, documents, and other records,
including drafts, which may still be in the possession of DENR staff, or which may otherwise
exist, but which have not been made a part of Tarheel Paving's permit file.
Please contact me if you have any questions or concerns regarding this request. I am happy to
work with you to facilitate the production of the requested public records.

'Nwe
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
ASHEVILLE REGIONAL OFFICE
59 WOOOFIN PLACE, ASHEVILLE, NC 28803
PHONE: [phone] FAX: [phone] http:/ldaq.state.nc.usl
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

AUG-09-2001 14:46 FROM DEM WATER QUALITY SECTION TO ARO P.OS
Sincerely,
Lyman Gregory
cc: Janet Stewart, CAAF
U:10Gents\CAAP1C9rresponaer=\Ltr mquefftins smrmwata mfo.wpd
2
TOT2 OEM

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
T,
1,1 An L FICA',e
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE, ASHEVILLE, NC 28801
PHONE: [phone] FAX: [phone] httpJ/daq.stata.ne.us/
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

F VJ A 1-t
OC�O 7�G Michael F. Easley
Governor
(1) r William G. Ross Jr.. Secretary
With Carolina Department of Environment and Natural Resources
0 Y Gregory,). Thorpe, t,h.D., Acting Director
Division of waler Quality
August 3, 2001
r
r `
Mr. John Pace
i
-r-orheel raving Company
1310 N. Main Street 4
Hendersonville. NC 28792
Subject: Request for Submittal of Storrrlwater Pollution Prevention Plan
Tarheel Paving Company
Permit No. NCG160150
Henderson County
Dear Mr_ Pace:
In accordance with the liermif referenced above your facility mull have a 5tonrrwater Pollution Prevention Plan
(SWP3) to manage stormwaler discharges . The SWP3 must be developed and implemented prior to the beginning
of discharges from the operation of the industrial activity. It is our Understanding that your facility is currently under
construction and is not yet operating. Prior to the operation Of your facility you must have your SWP3 in place. We
would encourage you 10 have your plan developed and in place as soon as possible so that you can provide training
10 your employees on implementation of the components of the plan in a timely manner.
The SWP3 is considered public information as indicated in Part If Section A of the permit. Our Division has received a
public records request seeking copies of public records related to this permit, including your SWP3. In accordance
with your permit we are writing to request that you submit a copy of your Stormwater Pollution Prevention Plan for this
facility to Our office as soon as the plan is completed. Please forward this information to:
Bradley Bennett
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
naleigh, NC 27699-1617
We appreciate your attention to this request, and your efforts to comply with your Stormwater NPDES permit. If you
have any questions, please feel free to contact me at [phone] ext. 525,
Sincerely,
bU�l�u
Bradley/Bennett
Stormwater and General Permits Unit
Cc: Central Files
Q�/�J
NCDENR
Cnctomer Service Division of water Quality 1617 Mail Service Cenfer Raleigh, NC 27699-1617 [phone]
1 800 623-7748

r
STORM WATER POLLUTION PREVENTION PLAN
TARHEEL PAVING, INC.
2700 ASHEVILLE HIGHWAY
HENDERSONVILLE, NC
July 25, 2001
TABLE OF CONTENTS
1. SITE PLAN
a. Site Description
b. USGS MAP
c. Existing Management Practices
d. Plan layout
e. Stormwater Flow Calculation
f. BMP Identification
g. Summary of Pollutant Sources
h. Pollutant Source Identification
I. List of Significant Leaks and Spills
J. Non-Stormwater Discharge Certification
2. STORMWATER MANAGEMENT PLAN
a. Stormwater Management Measures Taken
b. Feasibility Study
c. Secondary Containment Schedule
d. Monitoring and Inspections
e. BMP Implementation Description
f. Existing Monitoring Data
3. SPILL PREVENTION AND RESPONSE PLAN
a. Material Inventory
b. Exposed Significant Materials
c. Site Assessment Inspection
d_ Comparison With SPCC Plan
e. Spill Prevention and Response Plan
1© t
4. PREVENTATIVE MAINTENANCE AND GOOD HOUSEKEEPING PROGRAM
a. Preventative Maintenance Program
b. Inspection of Material Handling Areas and Cleaning Schedules
5. EMPLOYEE TRAINING
a- Employee Training
b. Employee Training Program Description
c- Employee Training Schedule

r 6. RESPONSIBLE PARTY
a. Organization Chart
b. Plant Information
c. Pollution Prevention Team
7. PLAN AMENDMENT
a. Plan Amendment and Review Schedule
8. FACILITY INSPECTION PROGRAM
a. Facility Inspections
b. Plant Systems, Equipment and Stormwater Control
9. STORMWATER MONITORING SECTION
a. Stormwater Monitoring
b. Stormwater Monitoring and Sampling Data Log
10. IMPLEMENTATION
a. Implementation
b. Inspection Log
c. AST Inspection Log
d. BMP Implementation Log
e. Training Log
f. Monitoring and Sampling Data Log
APPENDIX A - PERMIT
APPENDIX B - LAB RESULTS
APPENDIX C - SOPs
APPENDIX D - EPA BMP SECTION
GENERAL INFORMATION

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61

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Mr. John L. Pace
Tarheel Paving Co.
1310 N. Main St.
Hendersonville, NC 28792
Dear Mr. Pace:
A — - V-T
16F.w
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 26, 2001
Subject: General Permit No. NCG160000�
Tarheel Paving Co.
COC NCG160150
Henderson County
In accordance with your application for discharge permit received on December 20, 2000, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPD>ES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit acre
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 aind
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Ms. Delonda Alexander at
telephone number 919/733-5083 ext. 584.
Sincerely,
ORIGINAL SIGNED 13Y
BRADLEY BENNETT
Kerr T. Stevens
cc: Asheville Regional Office
Central Files
Stormwater and General Permits Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160150
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
JOHN L. PACE/TARHEEL PAVING CO.
is hereby authorized to discharge stormwater from a facility located at
2700 Asheville Hwy.
Hendersonville
Henderson County
to receiving waters designated as Mud Creek in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III,
IV, V, and VI of General Permit No. NC6160000 as attached.
This certificate of coverage shall become effective January 26, 2001.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 26, 2001.
ORIGINAL SIGNED BY
BRADLEY BENNEiT
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Latitude:
Longitude:
USGS Quad #:
River Basin #:
Receiving Stream:
Stream Class:
350 2 V 19"
820 28' 20"
F09SW (Hendersonville)
04-03-02 (French Broad)
Mud Creek
C
t
N
Tarheel Paving Co.
Asphalt Plant
Henderson County
NCG160150

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Re: Proposed Asphalt Plant - Asheville Region?
Subject: Re: Proposed Asphalt Plant - Asheville Region ?
Date: Thu, 04 Jan 2001 09:35:22 -0500
From: Forrest Westall <FolTest.Westall a ncmail.net>
Organization: NC DENR - Asheville Regional Office
To: Tommy Stevens <[e-mail]>
CC: Coleen Sullins <[e-mail]>, Greg Thorpe <Greg.Thorpe@ncmall. net>,
Alan Klimek <[e-mail]>, Roy Davis <[e-mail]>,
Paul Muller <Paul.MulIer@ncrnai].net>, Bill Mills <[e-mail]>,
Bradley Bennett <Brad][e-mail]>, Bill Reid <[e-mail]>,
Andrea Leslie <[e-mail]>
Tommy,
The ARO WQ staff (actually, Roy is dealing with this) is aware of the
proposed asphalt production facility know as TarHeel Paving (several
spelling versions) owned to our knowledge by Mr. John Pace (Roy has spoken
by phone to Mr. Pace). The site is located near the existing WWTP (a new
plan at a new location not too far from the existing site is under
construction) for Hendersonville, north of the city proper, off of US HW
25. The area is adjacent~ to Mud Creek and according to the site visit by
Roy is 10 to 12' above the normal flow level of Mud Creek, downstream of
the WWTP discharge point_ Mud Creek at this location drains a relatively
large watershed that includes the urban area of the City. This watershed
is one of the CWMTF WQ study areas. The COE evaluated the site in 1988
(according to a copy of a letter we have) and found no wetland issues. I
have asked Roy to contact the Asheville office of the Corps and suggest to
them that an update of this finding might be in order just to have the
determination "current_" Roy has a Dec. 20, 2000 e-mail from Bill Mills
stating that TarHeel Paving has applied for a general stormwater permit.
To my knowledge, we have not "acted" on that application yet. I do not
know the status of any AQ permitting activity.
Roy, I and others in the office have received several calls about this
facility and the public seems very concerned about this plant and the
site. Henderson Co. doesn't have a flood plain ordnance, nor do they have
zoning. The proposed site is in an area with industrial/commercial use all
around it and since the local jurisdiction has no basis to object to the
building of the plant, there doesn't seem to be any regulatory reasons that
would prevent placing a plant here. This could change if the local
government took some sort of quick "planning/zoning" action, but with the
history of Henderson County, we don't expect that to happen. The office
waste is apparently being handled by an on -site system approved by the
Henderson County Health Dept. I received a call yesterday complaining
about the "siting" of the on -site system, but I refereed them to Robert
Smith, the Sanitarian Supervisor for the county (the lady already had a
call into him). So this proposed facility has some of the characteristics
of the Rhodes Brothers plant in Macon County. We are "limited" in our
ability to withhold approval of the general permit to the WQ issues
associated with the plant. We can suggest/require some control of
stormwater, but the siting issues are pretty much beyond our rules.
If we can provide any additional information let me or Roy know. Thanks.
Forrest
Tommy Stevens wrote:
> Last week there were a number of calls received at the switchboard
> from citizens objecting to an asphalt plant: (or proposed plant)
> somewhere in the Asheville region. I also received a phone message from
> a Karen Chalk yesterday on the plant (I have not spoken to her). LTust
• wanted to make all of you aware of this concern if you have not already
1 of 2 1/4/2001 9:49 AM

Re: Proposed Asphalt Plant - Asheville Region ?
> been contacted. I would also like to get some information as to the
7 plant and if DWQ has received any permit application.
7 Thanks, Tommy
Forrest Westall - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality -- Water Quality Section
59 Woodfin Place
Asheville, NC 28801
Tel: [phone]
Fax: [phone]
Forrest Westall <Forrest,Westall gncrnalI.net>
NC DENR - Asheville Regional Office
Division of Water Quality - Water Quality Section
2 of 2 1/4/2001 9:49 AM

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Tarheel Paving
Subject: Tarheel Paving
Date: Wed, 20 Dec 2000 11:31:05 -0500
From: Bill Mills <[e-mail]>
Organization: NC DWQ
To: [e-mail]
FYI,
Tarheel paving has filed an NOI for general permit coverage (reed
today). Assigned to Delonda Alexander (new engineer that just took 'Pony
Evan's place). we will be asking for ARO for any input that you wish to
make on our regular list of NOT's to regions in early January.
Bill "Merry Christmas" Mills
1 of 1 12/20/2000 12:02 PM

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DEC-01-00 12:47 PM TARWEELPAVINGCO e266933600 P.02
DEPARTMENT OF THE ARMY
WILMINUMN VISMICT, Go tps of ENGINE MS
P.O. box 4690
WIJ_MINGTON, NOMA rAnCtINR 28402 In90
July 26, 1988
Regulatory Branch
William G. Lapsley and Associates, p•A•
410 Fifth Avenue Vest, Suite 11
Font Office Box 546
Hendersonville, Borth Carolina 28793
Dear Mr. i.apsleyr
Reference your July 18, 1988, meeting with Mr. David Baker of
nay staff and Mr. Mel Calvert of Coldwell. Bankers regarding a
jurisdictional determination of the 16.1--acre GaIimore property on
Highway 25 north in mountain Home, Henderson County, North
Carolina. The property is adjacent to Mod Creek and a tributary
thereof.
Mr. Baker determined that no jurisdictional wetlands occur on
the property other then ripatlan species on the creekbanks. Sinee
your cltent Intends to keep an a[rproximate 30-foot vegetated
buffigr along the creek and tributary, iio Department of the Army
permlto will be required.
We appreciate the oppnrtunity to comment on your proposal. If -
you have any further questions, contact Mr. Aaker at (919) 343r
4642. ,
Sincerely,
r Charles W. 1101116
! Chief, Regulatory Branch

DEC-01--00 12:46 PM TARHEELPAVINGCO 0206933600 P.01
IARNEEL
PA VINOANC.
1310 N_ Main Street a Hendersonville, North Carolina 28792
Jahn L. Pace 828-693-8741
FAX NO. 828. 693-3680
FACSIMILE COVER SUET
DATE: /�z --1-06 TM:
T0:
FRO14: 2 -JLa a.
RECIPTRNT"S PHONE NUMBER:
RECIPIENT'S FAX NUMBER:
NUMBER OF PACES (Including cover aheet): _-
Please call M2&) 693-8741 if there are any problem in receiving
this transmission.
:i-

DEC-01-00 12:46 PM
TARHEELPAV I NGCQ c 2V61FP33 80
P _ 0 1
IARNEEL
PA VING` 'N Cr
1310 N. Main Street a Hendersonville, North Carolina 28792
John L. Pace 828-693-8741
FAX NO. $28-*-693-3680
FACSIMILE COVER SHEET
DATE: �� TIME:
TO: ,G?
FROM:�!/ • `--u •.
RECIPIENT"S PHONE NUMBER:
RECIPIENT'S FAX NUMBER:
NUMBER OF PACES (Including cover sheet): -
Please call (82&) 693-8741 if there are any problems in receiving
this transmission.
i V N -
. pEC� 5 �` '
� 2000
r

s
L ,
DEC-01 --00 12 :47 FM TARHEELPAV I NGC0 828E9335S P _ 62
DEPARTMENT OF THE ARMY
WILMINGtoN D1stnICT,C0ltr1S of ENGINEERS
P.O. box Ma
WILMINGTON. NOnr" rAnaLINA?8402 1690
Juiy 26, 198B
Regulatory Branch
William.(;. Lapnley and Associates, P.A.
410 Fifth Avenue West, Suite 1!
Post Office Box 546
llendereonvil-le, North Carolina 28793
Dear Mr. Lapsley:
Reference your July 18, 1988, meeting with Mr. David Baker of
my staff. and Mr. Mel Calvert of Coldwell Bunkers regarding a
jurt5dlctional determination of the 16.1-acre Galimore property on
Highway 25 north in Mountain 110me, ilenderaon County, North
Carolina. The property is ndjacent to Mud Creek and a tributary
thereof.
Mr. Baker determined thit no juriedictional wetlands occur On
the property other than riparian species on the creekbanks. Since
your client intends to keep an approximate 30-foot vegetated
buffer along the creek and tributary, no Department of the Army
Permits will be required.
We appreciate the opportunity to comment on your proposal. if
you have any further question,~, contact Mr. Raker at (919) 343r
4642.
Sincerely,
rlr Charles W. Hollis
�� Chief, Regulatory Branch