HomeMy WebLinkAboutWPO201700081 Plan - Stormwater WPO VSMP 2017-10-03 Storm Water Pollution Prevention Plan
For
Brookdale Partners, LP
1821 Avon St. Suite 200
Charlottesville, Virginia 22902
Prepared by:
Hamrick Engineering, P.C.
156 Laurel Hill Road
Verona, VA 24482
Date: 10/3/2017
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TABLE OF CONTENTS
Page
1.0 Introduction 1-1
1.1 Background 1-1
1 .2 SWPPP Content 1-2
2.0 SWPPP Coordinator and Duties 2-1
3.0 Site Description 3-1
3.1 Site Location 3-1
3.2 Construction Type 3-1
3.3 Existing Site Description 3-1
3.4 Erosion and Sediment Control Plan 3-2
4.0 Identification of Potential Storm Water Contaminants 4-1
4.1 Significant Material Inventory 4-1
4.2 Potential Areas for Storm Water Contamination 4-1
4.3 Summary of Available Storm Water Sampling Data 4-1
4.4 Allowable Non-Stormwater Discharges 4-1
5.0 Storm Water Management Controls 5-1
5.1 Temporary and Permanent Erosion Control Practices 5-1
5.2 Site Wide Controls 5-1
5.3 Construction Practices to Minimize Storm Water
Contamination 5-2
5.4 Coordination of BMP's with Construction Activities 5-2
5.5 Certification of Compliance with Federal, State, and 5-3
Local Regulations
6.0 Maintenance/Inspection Procedures 6-1
6.1 Inspections 6-1
6.2 Employee Training 6-1
6.3 Certifications 6-2
Appendix A: Inspection Logs
Appendix B: Material Safety Data Sheets
Appendix C: Erosion and Sediment Control, Stormwater Management,
and Pollution Prevention Plan
Appendix D. Permit Registration Statement, Permit Coverage Letter, and
Delegation of Authority Form
Appendix E. VPDES General Permit
Sive
Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
1.0 INTRODUCTION
1.1 Background
In 1972, Congress passed the Federal Water Pollution Control Act (FWPCA), also known as the Clean
Water Act (CWA), to restore and maintain the quality of the nation's waterways. The ultimate goal was to
make sure that rivers and streams were fishable, swimmable, and drinkable. In 1987, the Water Quality
Act(WQA) added provisions to the CWA that allowed the EPA to govern storm water discharges from
construction sites. In 1998, EPA published the final notice for General Permits for Storm Water
Discharges from Construction Activities Disturbing 1 Acre or Greater(63 Federal Register 7898, February
14, 1998). The general permit includes provisions for development of a Storm Water Pollution Prevention
Plan (SWPPP) to maximize the potential benefits of pollution prevention and sediment and erosion control
measures at construction sites.
Development, implementation, and maintenance of the SWPPP will provide Brookdale Partners, LP, a
Limited Virginia Partnership with the framework for reducing soil erosion and minimizing pollutants in
storm water during construction of Brookdale. The SWPPP shall be retained at the construction site. If an
on-site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's
looise location must be posted near the main entrance at the construction site. A copy of the SWPPP will also
be kept at the offices of Hamrick Engineering, P.C. Their telephone number is 540-248-7407. Reference
is hereby given to the locally approved erosion and sediment control plan located in Appendix C.
Specifically through the approved erosion and sediment control plan or the SWPPP the following will be
defined or described:
Define the characteristics of the site and the type of construction which will be occurring;
Describe the site plan for the project;
Describe the practices that will be implemented to control erosion and the release of
pollutants in storm water;
Create an implementation schedule to ensure that the practices described in this SWPPP
are in fact implemented and to evaluate the plan's effectiveness in reducing erosion,
sediment, and pollutant levels in storm water discharged from the site; and;
Describe the final stabilization/termination design to minimize erosion and prevent storm
$�+ water impacts after construction is complete.
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1.2 SWPPP Content
This SWPPP or the approved erosion and sediment control plan includes the following:
Identification of the SWPPP coordinator with a description of this person's duties;
Description of the existing site conditions including existing land use for the site (i.e.,
wooded areas, open grassed areas, pavement, buildings, etc.), soil types at the site, as
well as the location of surface water which are located on or next to the site (wetlands,
streams, rivers, lakes, ponds, etc.);
Identification of the body of water(s) which will receive runoff from the construction site,
including the ultimate body of water that receives the storm water;
Identification of drainage areas and potential storm water contaminants;
Description of storm water management controls and various Best Management Practices
(BMP's) necessary to reduce erosion, sediment and pollutants in storm water discharges;
Description of the projects monitoring plan and how controls will be coordinated with
construction activities; and a
Description of the implementation schedule and provisions for amendment of the plan.
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2.0 SWPPP COORDINATOR AND DUTIES
Slime
The construction site SWPPP coordinator for the project is Mr. Bill McClellan, Project Manager for
Brookdale Partners, LP, a Virginia Limited Partnership. His phone number is 434-979-2900. His duties
include the following:
Implement the SWPPP plan with the aid of the SWPPP team;
Oversee maintenance practices identified as BMP's in the SWPPP;
Implement and oversee employee training and insure all subcontractors are aware of and
have read the SWPPP and provided signatures of verification;
Conduct or provide for inspection and monitoring activities.
Identify other potential pollutant sources and make sure they are added to the plan;
Identify any deficiencies in the SWPPP and make sure they are corrected; and
Ensure that any changes in construction plans are addressed in the SWPPP.
To aid in the implementation and oversight of the SWPPP plan, additional members of the
SWPPP team are Brasil W. Hamrick, Jr., PE, Hamrick Engineering, P.C., 540-248-7407.
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Storm Water Pollution Prevention Plan(SWPPP)
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3.0 SITE DESCRIPTION
3.1 Site Location
The project site is located in the County of Albemarle, Virginia. The latitude of the project site is
N 38.006919. The longitude is W 78.522851.
The project is located east of Old Lynchburg Road (Rt. 780) and is situated between Country Green Road
(Rt. 875) and Mountainwood Road (Rt. 1112) and is more particularly described as Albemarle County Tax
Map Number 07600-00-00-04661.
3.2 Construction Type
The project will consist of grading, building construction, utility and parking lot construction, seeding, and
mulching 5.76 acres of undeveloped land to provide a 96-unit apartment complex. The total disturbed
area will be 5.76 acres.
3.3 Existing Site Description
Physiography and Soils
•I•+
The site is located in an area of the Piedmont Plateau, at the western edge of the Piedmont Physiographic
Province, an area underlain by ancient metamorphic and igneous rocks. According to the Magnetic and
Gravity Surveys of Albemarle County, the site is primarily underlain by Paleozoic aged protomylonite,
mylonite, ultramylonite, and cataclastic rocks of the Blue Ridge basement Complex. The bedrock in these
formations is composed of dolimitic limestone, dolostone and limestone, all of which contain a portion of
carbonate minerals.
The surface material encounter at the site will consist of 3 to 8 inches of topsoil underlain by low-plasticity
fine sand loam soils with generally stiff to very stiff consistencies. The clay color varies from red-orange to
dark brown/black. The darker colors are possibly related to aquic conditions in the past due to stormwater
runoff onto the property, causing the underlying soils to become chemically reduced (Fe-Mn) in time.
These should be considered hydrologic group C soils.
The existing ground cover consists of dense trees, brush, and grass. The existing topography and
drainage patterns are shown on the erosion control plan.
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Storm Water Pollution Prevention Plan(SWPPP)
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Water Resources
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Stormwater discharges from the site into an existing 42-inch culvert under Mountainwood Road.
Calculations showing the stormwater conveyance system is adequate to accommodate the
construction were approved with the erosion and sediment control plan. The ultimate receiving
stream is Moores Creek. The HUC code is JR15.
3.4 Erosion and Sediment Control Plan
The Erosion and Sediment Control Plan shows property boundaries, limits of disturbance,
intended sequence and timing of activities that disturb soil and the location of all Best
Management Practices. The erosion and sediment control plan has been approved by Albemarle
County. A total of 5.76 acres will be disturbed during construction.
Sire
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Storm Water Pollution Prevention Plan(SWPPP)
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4.0 IDENTIFICATION OF POTENTIAL STORM WATER CONTAMINANTS
The purpose of this section is to identify pollutants that could impact storm water during construction of the
project.
4.1 Significant Material Inventory
Pollutants that result from construction and have the potential to be present in storm water runoff are listed
in Table 2. This table includes information regarding material type, chemical and physical description, and
the specific regulated storm water pollutants associated with each material.
4.2 Potential Areas for Storm Water Contamination
The following potential source areas of storm water contamination were identified and evaluated:
Cleared and graded areas;
Construction site entrance;
Landscaping operations;
Temporary Sanitation Facilities;
Refueling Areas;
Solid waste disposal;
Building material storage;
Dewatering operations
This includes the entire disturbed area associated with this project. Location of potential sources of storm
water contamination is site wide. Potential pollutants are listed in Table 2. Potential problems may result
from equipment failure or Erosion and Sediment Control failure.
4.3 A Summary of Available Storm Water Sampling Data
No storm water sampling data is available for this site.
4.4 Allowable Non-Stormwater Discharges
The following non-stormwater discharges from active construction sites are authorized by this permit
provided the non-stormwater component of the discharge is in compliance with Section II D 5 (Non-
Stormwater discharges):
Discharges from fire fighting activities:
Fire hydrant flushing;
Waters used to wash vehicles where detergents are not used;
Water to control dust;
Potable water sources, including uncontaminated waterline flushings;
Routine external building wash down which does not use detergents;
Pavement washwaters where spills or leaks of toxic or hazardous materials have not
occurred (unless all spilled materials has been removed) and where detergents are
not used;
Uncontaminated air conditioning or compressor condensate;
Uncontaminated ground water or spring water
Foundation or footing drains where flows are not contaminated with process materials
such as solvents;
Uncontaminated excavation dewatering, and landscape irrigation.
%./
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Storm Water Pollution Prevention Plan(SWPPP)
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Table 2
Potential Construction Site Storm Water Pollutants
Antifreeze & Coolant Green liquid with mild odor Diethylene Glycol
Very soluble in water.
Diesel Fuel Clear to amber, blue, or red Petroleum Distillate, oil & grease
liquid, Mild petroleum odor. naphthalene, xylenes, and hydrocarbons
Insoluble in water.
Hydraulic Fluid Brown oily petroleum Refined heavy paraffinic distillates.
hydrocarbons.
Lubricant Grease Dark, amber, smooth solid Mineral Oil, Petroleum Distillates
Slight odor. Hydrotreated (Mild), Heavy Parafinic.
Motor Oil Amber and Bright Base lubricant oil mixture, Hydrocarbons
Insoluble in water.
Ski.„. Unleaded Gasoline Colorless, pale brown or pir Ethyle benzene, toluene, xylene, MTBE.
petroluem hydrocarbons.
Erosion Solid particles Soil, Sediment.
Fertilzer White granules of powder. Nitrogen and phosphorous.
Some
Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
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5.0 STORM WATER MANAGEMENT CONTROLS
The purpose of this section is to identify the types of temporary and permanent erosion and sediment
controls that will be used during construction activities. The controls will provide soil stabilization for
disturbed areas and structural controls to divert runoff and remove sediment. This section will also
address control of other potential storm water pollutant sources such as construction materials, waste
disposal, control of vehicle traffic, dust suppression, and sanitary waste disposal.
5.1 Temporary and Permanent Erosion Control Practices
A list of best management practices (BMP's) has been developed and the locations of these BMP's are
shown on the Erosion & Sediment Control Plan. Temporary erosion and sediment controls will be installed
and maintained during construction until the site is stabilized. Per the Virginia Runoff Reduction Method
calculations, a total of 4.80 pounds of phosphorus is required to be removed. The satisfaction of this
requirement will be accomplished through the purchase of off site credits.
5.2 Site Wide Control Measures
To prevent soil from washing into the undisturbed areas of the site and surrounding water resources, the
following temporary BMP's will be implemented during construction:
o Construction Entrance is a stabilized stone pad with a filter fabric underliner located at
points of vehicular ingress and egress on a construction site.
o Outlet protection will be provided where the storm sewer discharges into the
stormwater management facility by using rip-rap.
o Inlet protection is a sediment filter or an excavated impounding area around a drop
inlet or curb inlet.
rage o Silt fencing is installed along the down gradient perimeter of the area to be used for
temporary soil stockpiles.
o Diversion dike is a ridge of compacted soil constructed at the top or base of a sloping
disturbed area. This will be used to direct runoff to the temporary sediment basin
during grading activities.
o Temporary sediment basin is a temporary ponding area formed by constructing an
earthen embankment with a piped outlet.
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Storm Water Pollution Prevention Plan(SWPPP)
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5.3 Construction Practices to Minimize Storm Water Contamination
All waste materials will be collected and stored in a metal container provided by the contractor. All trash
and construction debris from the site will be deposited into the appropriate containers. No construction
materials will be buried onsite. All personnel will be instructed regarding the correct procedure for waste
disposal. Good housekeeping and spill control practices will be followed during construction to minimize
storm water contamination from petroleum products, sanitary waste facilities, and other construction
materials. Good housekeeping practices for each drainage area are listed below.
To prevent storm water contamination from this project, the following BMP's will be implemented:
• Spill containment berms will be placed around all temporary sanitary waste facilities
and refueling areas.
• All vehicles on site will be monitored for leaks and receive regular preventative
maintenance to reduce the chance of leakage.
• Spill kits will be made available with refueling sources and maintenance activities.
• A stabilized construction entrance will be constructed to reduce vehicle tracking of
sediments.
5.4 Coordination of BMP's with Construction Activities
Structural BMP's will be coordinated with construction activities so the BMP is in place before construction
begins. The following BMP's will be coordinated with construction activities:
The temporary perimeter controls will be installed before any clearing and grading begins.
Clearing and grading will not occur in an area until it is necessary for construction to proceed.
Once construction activity ceases permanently in an area, that area will be stabilized with
stone or seeded.
The temporary perimeter controls will not be removed until all construction activities at the site
are complete and soils have been stabilized.
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Storm Water Pollution Prevention Plan(SWPPP)
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5.5 Certification of Compliance with Federal, State,and Local Regulations
The SWPPP reflects Federal, State, and local requirements for storm water management and erosion and
sediment control. To ensure compliance, this plan was prepared in accordance with the Virginia Storm Water
Management, Erosion and Sediment Control Handbook, published by the Virginia Department of Conservation
and Recreation, Division of Soil and Water Conservation.
Section 402 of the Clean Water Act established the National Pollutant Discharge Elimination System to limit
pollutant discharges into streams, rivers, and bays. In the Commonwealth of Virginia, DEQ administers the
program as the Virginia Pollutant Discharge Elimination System (VPDES). Though DEQ requires Virginia
Pollutant Discharge Elimination System permits for all point source discharges to surface waters, the US
Environmental Protection Agency maintains authority to review applications and permits for"major"
dischargers, a distinction based on discharge quantity and content.
Also, DEQ, the Department of Conservation and Recreation, and the Chesapeake Bay Local Assistance
Department are coordinating three separate State programs that regulate the management of pollution carried
by stormwater runoff:
• The 1987 revisions to the federal Clean Water Act added section 402(p), which required EPA to
develop a phased approach to regulating point source storm water discharges under the National
Pollutant Discharge Elimination System permit program. EPA's 1990 Phase 1 Storm Water Regulation
established permit application requirements for storm water discharges from municipal separate storm
sewer systems (MS4s) serving a population of 100,000 or greater, and for eleven categories of storm
water discharges associated with industrial activity(including construction activity disturbing 5.0 or
more acres). EPA's 1999 Phase 2 Storm Water Regulation added permit requirements for storm water
discharges from small municipal separate storm sewer systems located in urbanized areas, and small
construction activity disturbing between 1 and 5 acres. It also added a"no exposure" exemption
provision, allowing any Phase 1 industrial facility/site (except construction sites) with no exposure of
industrial activities or materials to storm water to be exempted from the storm water permitting
requirements. DEQ manages this aspect of the Virginia Pollutant Discharge Elimination System
program through storm water permits issued to industrial activities (including construction activities),
and to municipal separate storm sewer systems. More information can be found in the Storm Water
Permitting section.
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Storm Water Pollution Prevention Plan(SWPPP)
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• The Virginia Stormwater Management Act enables local governments to establish management plans
and adopt ordinances that require control and treatment of stormwater runoff to prevent flooding and
%ikiri' contamination of local waterways. Locally administered programs are voluntary but must meet or
exceed the minimum standards contained in the Act regulations. More information on this can be
found at the Department of Environmental Quality web site.
• The Chesapeake Bay Preservation Act establishes requirements for stormwater management within
designated Chesapeake Bay Preservation Areas that are within the Tidewater region of Virginia.
Each local government enforces its own program, which has been based on a model developed by
the Chesapeake Bay Local Assistance Board and Chesapeake Bay Local Assistance Department.
More information on this can be found at the Chesapeake Bay Local Assistance Department web site.
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Storm Water Pollution Prevention Plan(SWPPP)
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6.0 MAINTENANCE/INSPECTION PROCEDURES
6.1 Inspections
Visual inspections of all disturbed areas and erosion and sediment controls on the site will be performed at a
minimum of once every 14 days and within 48 hours of the end of any runoff producing storm event. The
SWPPP coordinator or the designated storm water team members will conduct the inspection. The inspection
will verify that the structural BMP's described in Section 5 of this SWPPP are in good condition and are
minimizing erosion. The inspection will also verify that the procedures used to prevent storm water
contamination from construction materials and petroleum products are effective. The following inspection and
maintenance practices will be used to maintain erosion and sediment controls:
• Sediment in the temporary sediment basins will be removed when it reaches the cleanout
level.
• The stabilized construction entrance will be inspected for sediment tracked on the road, for
clean gravel, and to make, sure that, the culvert beneath the entrance is working and that all
traffic use the stabilized entrance when leaving the site.
• Built up sediment will be removed from silt fencing when it has reached one-third the height of
the fence.
• Silt fences will be inspected for depth of sediment, for tears, to see if the fabric is securely
attached to the fence posts, and to see that the fence posts are firmly in the ground.
The maintenance inspection report will be made after each inspection. A copy of the report form to be
completed by the SWPPP coordinator is provided in Appendix A of this SWPPP. Completed forms will be
maintained on-site during the entire construction project. Following construction, the completed forms will be
retained by Brookdale Partners, LP, a Virginia Limited Partnership for a minimum of 1 year. If construction
activities or design modifications are made to the site plan which could impact storm water, this SWPPP will be
amended appropriately. The amended SWPPP will have a description of the new activities that contribute to
the increased pollutant loading and the planned source control activities.
6.2 Employee Training
An employee-training program will be developed and implemented to educate employees about the
requirements of the SWPPP. This education program will include background on the components and the
goals of the SWPPP and hands on training in erosion controls, spill prevention and response, good
housekeeping, proper material handling, disposal and control of waste, equipment fueling, and proper storage,
washing, and inspection procedures.
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Storm Water Pollution Prevention Plan(SWPPP)
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6.3 Certification
Brookdale
I certify under penalty of law that I have read and understand this document and that this document
and all the attachments were prepared in accordance with a system designed to assure that qualified
personnel properly gathered and evaluated the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate, and .
complete. I am aware that there are significant penalties for submitting false informati• ,includi g the
possibility of fine and imprisonment for knowing violations.
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Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
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Appendix A
Inspection Logs
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Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
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Brookdale
Storm Water Pollution Prevention Plan
Inspection and Maintenance Report Form
Changes required to the pollution prevention plan:
Reasons for changes:
I certify under penalty of law that I have read and understand this document and that this document
and all the attachments were prepared in accordance with a system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for
gathering the information,the information submitted is, to the best of my knowledge and belief,
true,accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fine and imprisonment for knowing violations.
Signature: Date:
Ntire
Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
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PROJECT RECORD OF THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR,WHEN
CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE
SITE, AND WHEN STABILIZATION MEASURES ARE INITIATED.
Activities Item Date Initials
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Storm Water Pollution Prevention Plan(SWPPP)
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Appendix B
Material Safety Data Sheets
Antifreeze & Coolant
Spa•, Diesel Fuel
Hydraulic Fluid
Lubricant Grease
Motor Oil
Unleaded Gasoline
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Storm Water Pollution Prevention Plan(SWPPP)
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Prow PRESTONE ANTIFREEZE/COOLANT
MSDSP149
SECTION 1: IDENTIFICATION
MSDS ID: MSDSP149
PRODUCT NAME: PRESTONE ANTIFREEZE/COOLANT
Product Number: AF777
Formula Number: YA721, YA718, YA718B
MANUFACTURER: Prestone Products Corporation
39 Old Ridgebury Road
Danbury, CT 06810-5109
INFORMATION PHONE NUMBER: (203) 731-3686
EMERGENCY PHONE NUMBER: CHEMTREC 1-800-424-9300
483-7161 in the District of Columbia
MSDS DATE OF PREPARATION/REVISION: 10/18/99
SECTION 2 : PRODUCT COMPONENTS
HAZARDOUS COMPONENTS CAS# PERCENT EXPOSURE LIMITS
Ethylene Glycol 107-21-1 80-96 None Established-OSHA PEL
(aerosol) 100 mg/m3 Ceiling ACGIH TLV
Nkkre Diethylene Glycol 111-46-6 0-8 None Established
OSHA PEL, ACGIH TLV
Non-Hazardous Ingredients >1%
Water 7732-18-5
SECTION 3 : HAZARDS IDENTIFICATION
EMERGENCY OVERVIEW
Eye and upper respiratory irritant. May cause nausea, vomiting,
headache, drowsiness, blurred vision, convulsions, coma or death
if ingested or inhaled. Prolonged or repeated skin contact may
cause dermatitis or skin sensitization.
POTENTIAL HEALTH EFFECTS:
INHALATION: May cause irritation of the nose and throat with headache,
particularly from mists. High vapor concentrations caused, for example,
by heating the material in an enclosed and poorly ventilated workplace,
may produce nausea, vomiting, headache, dizziness and irregular eye
movements.
1
PRESTONE ANTIFREEZE/COOLANT
MSDSP149
SKIN CONTACT: No evidence of adverse effects from available
information.
EYE CONTACT: Liquid, vapors or mist may cause discomfort in the eye
with persistent conjunctivitis, seen as slight excess redness or
conjunctiva. Serious corneal injury is not anticipated.
INGESTION: Following ingestion, a bitter taste may be noted. May cause
abdominal discomfort or pain, nausea, vomiting, dizziness, drowsiness,
malaise, blurring of vision, irritability, back pain, decrease in urine
output, kidney failure, and central nervous system effects, including
irregular eye movements, convulsions and coma. Cardiac failure and
pulmonary edema may develop. Severe kidney damage which may be fatal
may follow the swallowing of ethylene glycol. A few reports have been
published describing the development of weakness of the facial muscles,
diminishing hearing, and difficulty with swallowing, during the late
stages of severe poisoning.
CHRONIC EFFECTS: Prolonged or repeated inhalation exposure may produce
signs of central nervous system involvement, particularly dizziness and
jerking eye movements. Prolonged or repeated skin contact may cause
skin sensitization and an associated dermatitis in some individuals.
Ethylene glycol has been found to cause birth defects in laboratory
animals. The significance of this finding to humans has not been
determined. See section 11 for additional information.
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: The available toxicological
Slue information and a knowledge of the physical and chemical properties of
the material suggest that overexposure in unlikely to aggravate existing
medical conditions.
CARCINOGEN: None of the components of these products is listed as a
carcinogen or suspected carcinogen by IARC, NTP or OSHA.
SECTION 4 : FIRST AID MEASURES
INHALATION: Remove the victim to fresh air. If breathing has stopped
administer artificial respiration. If breathing is difficult, have
medical personnel administer oxygen. Get medical attention.
SKIN CONTACT: Remove contaminated clothing. Immediately wash contacted
area thoroughly with soap and water. If irritation persists, get medical
attention.
EYE CONTACT: Immediately flush eyes with large amounts of water for 15
minutes. Get medical attention if irritation persists.
INGESTION: Seek immediate medical attention. Immediately call local
poison control center or go to an emergency department. Never give
anything by mouth to or induce vomiting in an unconscious or drowsy
person.
2
Presto PRESTONE ANTIFREEZE/COOLANT
MSD P
S 149
' NOTES TO PHYSICIAN: The principal toxic effects of ethylene glycol,
when swallowed, are kidney damage and metabolic acidosis. The
combination of metabolic acidosis, an osmol gap and oxalate crystals in
the urine is evidence of ethylene glycol poisoning.
Pulmonary edema with hypoxemia has been described in a number of
patients following poisoning with ethylene glycol. Respiratory support
with mechanical ventilation may be required.
There may be cranial nerve involvement in the late stages of toxicity
from swallowed ethylene glycol. In particular, effects have been
reported involving the seventh, eighth, and ninth cranial nerves,
presenting with bilateral facial paralysis, diminished hearing and
dysphagia.
Ethanol is antidotal and its early administration may block the
formation of nephrotoxic metabolites of ethylene glycol in the liver.
The objective is to rapidly achieve and maintain a blood ethanol level
of approximately 100 mg/dl by giving a loading dose of ethanol followed
by a maintenance dose. Intravenous administration of ethanol is the
preferred route. Ethanol blood levels should be checked frequently.
Hemodialysis may be required.
4-Methylpyrazole (Antizole(R) or Fomepizole) , a potent inhibitor of
alcohol dehydrogenase, has been used therapeutically to decrease the
metabolic consequences of ethylene glycol poisoning. Additional
therapeutic modalities which may decrease the adverse consequences of
SlOw+' ethylene glycol metabolism are the administration of both thiamine and
pyridoxine. As there are complicated and serious overdoses, we recommend
you consult with the toxicologists at your poison control center.
This antidote is now approved by the F.D.A. and in many cases has
replaced ethanol in the treatment of ethylene glycol poisoning.
SECTION 5 : FIRE AND EXPLOSION DATA
FLASH POINT: 242 F (117 C) TOC
220 F (104 C) PMCC
AUTOIGNITION TEMPERATURE: Not determined
FLAMMABILITY LIMITS: LEL: 3.2% UEL: 15.3%
EXTINGUISHING MEDIA: For large fires, use alcohol type or all-purpose
foams. For small fires, use water spray, carbon dioxide or dry chemical.
SPECIAL FIRE FIGHTING PROCEDURES: Do not spray pool fires directly.
Cool fire exposed containers with water. Firefighters should wear
positive pressure self-contained breathing apparatus and full protective
clothing for fires in areas where chemicals are used or stored.
UNUSUAL FIRE HAZARDS: A solid stream of water or foam directed into
hot, burning liquid can cause frothing.
Slave
3
Presto PRESTONE ANTIFREEZE/COOLANT
MSDSP 149
14601
HAZARDOUS COMBUSTION PRODUCTS: Burning may produce carbon monoxide and
carbon dioxide.
SECTION 6 : ACCIDENTAL RELEASE MEASURES
Wear appropriate protective clothing and equipment (See Section 8) .
Collect with absorbent material and place in appropriate, labeled
container for disposal or, if permitted flush spill area with water.
SECTION 7 : HANDLING AND STORAGE
DANGER: Harmful or Fatal if Swallowed
Do not drink antifreeze or solution.
Avoid eye and prolonged or repeated skin contact.
Avoid breathing vapors or mists.
Wash exposed skin thoroughly with soap and water after use.
Do not store in opened or unlabeled containers.
Keep container away from open flames and excessive heat.
Do not reuse empty containers unless properly cleaned.
Empty containers retain product residue and may be dangerous. Do not
cut, weld, drill, etc. containers, even empty.
Skre
Sudden release of hot organic chemical vapors or mists from process
equipment operating at elevated temperature and pressure, or sudden
ingress of air into vacuum equipment, may result in ignitions without
any obvious ignition sources. Published "autoignition" or "ignition"
temperatures cannot be treated as safe operating temperatures in
chemical processes without analysis of the actual process conditions.
Use of this product in elevated temperature applications should be
thoroughly evaluated to assure safe operating conditions.
SECTION 8 : EXPOSURE CONTROLS/PERSONAL PROTECTION
VENTILATION: Use general ventilation or local exhaust as required to
maintain exposures below the occupational exposure limits.
RESPIRATORY PROTECTION: For operations where the TLV is exceeded a NIOSH
approved respirator with organic vapor cartridges and dust/mist
prefilters or supplied air respirator is recommended. Equipment
selection depends on contaminant type and concentration. Select and use
in accordance with 29 CFR 1910.134 and good industrial hygiene practice.
For firefighting, use self-contained breathing apparatus.
GLOVES: Chemical resistant gloves such as neoprene or PVC where contact
is possible
Slime
4
Presto PRESTONE ANTIFREEZE/COOLANT
MSDSP149
EYE PROTECTION: Splash-proof goggles.
OTHER PROTECTIVE EQUIPMENT/CLOTHING: Appropriate protective clothing as
needed to minimize skin contact. Suitable washing and eye flushing
facilities should be available in the work area. Contaminated clothing
should be removed and laundered before re-use.
SECTION 9 : PHYSICAL AND CHEMICAL PROPERTIES
APPEARANCE AND ODOR: Yellow liquid with a mild odor.
pH: Not determined SPECIFIC GRAVITY: 1.12
BOILING POINT (F) : 334 F VAPOR PRESSURE: Less than 0.1
FREEZING POINT (F) : -8 F VAPOR DENSITY: 2.1
SOLUBILITY IN WATER: 100% EVAPORATION RATE: Less than 1
PERCENT VOLATILE: None VISCOSITY: Not determine
SECTION 10 : STABILITY AND REACTIVITY
STABILITY: Stable
CONDITIONS TO AVOID: None known.
INCOMPATIBILITY: Normally unreactive, however, avoid strong bases at
high temperatures, strong acids, strong oxidizing agents, and materials
reactive with hydroxyl compounds.
DECOMPOSITION PRODUCTS: Carbon monoxide, carbon dioxide.
(1116.101 HAZARDOUS POLYMERIZATION: Will not occur
CONDITIONS TO AVOID: None known.
SECTION 11 : TOXICOLOGICAL INFORMATION
ACUTE TOXICITY VALUES:
Ethylene Glycol: LD50 Oral Rat: 4700 mg/kg
LD50 Skin Rabbit: 9530 mg/kg
Diethylene Glycol: LD50 Oral Rat: 12,565 mg/kg
LD50 Skin Rabbit: 11, 890 mg/kg
SIGNIFICANT LABORATORY DATA WITH POSSIBLE RELEVANCE TO HUMAN HEALTH:
Ethylene glycol has been shown to produce dose-related teratogenic
effects in rats and mice when given by gavage or in drinking water at
high concentrations or doses. Also, in a preliminary study to assess
the effects of exposure of pregnant rats and mice to aerosols at
concentrations 150, 1, 000 and 2,500 mg/m3 for 6 hours a day throughout
the period of organogenesis, teratogenic effects were produced at the
highest concentrations, but only in mice. The conditions of these
latter experiments did not allow a conclusion as to whether the
developmental toxicity was mediated by inhalation of aerosol,
percutaneous absorption of ethylene glycol from contaminated skin, or
swallowing of ethylene glycol as a result of grooming the wetted coat.
In a further study, comparing effects from high aerosol concentration by
whole-body or nose-only exposure, it was shown that nose-only exposure
5
Pre
Stare PRESTONE ANTIFREEZE/COOLANT
MSDSP149
Sire resulted in maternal toxicity (1, 000 and 2,500 mg/m3) and developmental
toxicity in with minimal evidence of teratogenicity (2,500 mg/m3) . The
no-effects concentration (based on maternal toxicity) was 500 mg/m3. In
a further study in mice, no teratogenic effects could be produced when
ethylene glycol was applied to the skin of pregnant mice over the period
of organogenesis. The above observations suggest that ethylene glycol
is to be regarded as an animal teratogen; there is currently no
available information to suggest that ethylene glycol caused birth
defects in humans. Cutaneous application of ethylene glycol is
ineffective in producing developmental toxicity; exposure to high
aerosol concentration is only minimally effective in producing
developmental toxicity; the major route for producing developmental
toxicity is perorally.
Two chronic feeding studies, using rats and mice, have not produced any
evidence that ethylene glycol causes dose-related increases in tumor
incidence or a different pattern of tumors compared with untreated
controls. The absence of carcinogenic potential for ethylene glycol has
been supported by numerous invitro genotoxicity studies showing that it
does not produce mutagenic or clastogenic effects.
This products contains less than 0.5% tolytriazole which has
demonstrates mutagenic activity in a bacterial test system. A
correlation has been established between mutagenic activity and
carcinogenic activity for many chemicals. Tolytriazole has not been
identified as a carcinogen or probable carcinogen by NTP, IARC or OSHA.
NM1r/
SECTION 12 : ECOLOGICAL INFORMATION
Ethylene Glycol: LC50 Goldfish: 5, 000 mg/L/24 hr. at 20 C static
conditions.
Toxicity threshold (cell multiplication inhibition
test) :
Bacterial (Pseudomonas putida) : 10, 000 mg/1
Protozoa (Entosiphon sulcatum and Uronema parduczi
Chatton-Lwoff) : >10, 000 mg/1
Algae (Microcystis aeruginosa) : 2, 000 mg/1
Green algae (Scenedesmus quandricauda) : >10, 000 mg/l
SECTION 13 : DISPOSAL INFORMATION
Dispose of product in accordance with all local, state/provincial and
federal regulations.
SECTION 14 : TRANSPORT INFORMATION
U.S. DOT HAZARD CLASSIFICATION
6
Presliong PRESTONE ANTIFREEZE/COOLANT
MSD P
S 149
fire PROPER SHIPPING NAME: None
UN NUMBER: None
LABELS REQUIRED: None
DOT MARINE POLLUTANTS: This product does not contains Marine Pollutants
as defined in 49 CFR 171.8.
IMDG CODE SHIPPING CLASSIFICATION
DESCRIPTION: Not Regulated
Note: IF A BULK SHIPMENT IS INVOLVED, THE FOLLOWING INFORMATION APPLIES:
U.S. DOT HAZARD CLASSIFICATION
PROPER SHIPPING NAME: Environmentally hazardous substance, liquid,
N.O.S. (Ethylene glycol)
UN NUMBER: UN3082
LABELS REQUIRED: Class 9, UN3082
SECTION 15 : REGULATORY INFORMATION
EPA SARA 311/312 HAZARD CLASSIFICATION: Acute health, chronic
health
9, EPA SARA 313: This Product Contains the Following Chemicals
fir+' Subject to Annual Release Reporting Requirements Under SARA Title
III, Section 313 (40 CFR 372) :
Ethylene Glycol 107-21-1 80-96%
PROTECTION OF STRATOSPHERIC OZONE: This product is not known to
contain or to have been manufactured with ozone depleting
substances as defined in 40 CFR Part 82, Appendix A to Subpart A.
CERCLA SECTION 103 : Spills of this product over the RQ (reportable
quantity) must be reported to the National Response Center. The RQ for
this product, based on the RQ for Ethylene Glycol (96% maximum) of 5, 000
lbs, is 5,208 lbs. Many states have more stringent release reporting
requirements. Report spills required under federal, state and local
regulations.
CALIFORNIA PROPOSITION 65 - This product may contain the following
substances known to the State of California to cause Cancer and/or
Reproductive Harm: 1,4-Dioxane (trace amount) .
EPA TSCA INVENTORY: All of the components of this material are listed
on the Toxic Substances Control Act (TSCA) Chemical Substances
Inventory.
CANADIAN ENVIRONMENTAL PROTECTION ACT: All of the ingredients are
listed on the Canadian Domestic Substances List.
7
Preget/1g PRESTONE ANTIFREEZE/COOLANT
MSDSP 14
9
CANADIAN WHMIS CLASSIFICATION: Class D - Division 2 - Subdivision B - (A
toxic material causing other chronic effects)
EUROPEAN INVENTORY OF EXISTING COMMERCIAL CHEMICAL SUBSTANCES
(EINECS) : All of the ingredients are listed on the EINECS inventory.
AUSTRALIA: All of the ingredients of this product are listed on the
Australian Inventory of Chemical Substances.
SECTION 16 : OTHER INFORMATION
NFPA RATING (NFPA 704) - FIRE: 1
HEALTH: 2
REACTIVITY: 0
REVISION SUMMARY: Section 4: Notes to Physican
Section 9: Specific Gravity
Section 16: Contact Name and Address
This MSDS is directed to professional users and bulk handlers of the
product. Consumer products are labeled in accordance with Federal
Hazardous Substances Act regulations.
While Prestone Products Corporation believes that the data contained
herein are factual and the opinions expressed are those of qualified
experts regarding the results of tests conducted, the data are not to
be taken as a warranty or representation for which Prestone Products
Corporation assumes legal responsibility. They are offered for your
consideration, investigation and verification. Any use of these data
and information must be determined by the user to be in accordance
with applicable federal, state and local laws and regulations.
If more information is needed, please contact: Stan Prusakowski
Prestone Products Corporation
55 Federal Road
Danbury, CT 06810
(203) 830-7865
8
MATERIAL SAFETY DATA SHEET
VALERO
ski., 1. Product and Company Identification
Material name DIESEL FUELS
Version# 03
Issue date 09-November-2010
Revision date 25-June-2013
Supersedes date 04-November-2012
MSDS Number 102
Product use Refinery feedstock.
Synonym(s) Diesel Fuels All Grades, Diesel Fuel No.2, Fuel Oil No.2, High Sulfur Diesel Fuel, Low Sulfur
Diesel Fuel, Ultra Low Sulfur Diesel Fuel, CARB(California Air Resource Board) Diesel Fuel,
Off-Road Diesel Fuel, Dyed Diesel Fuel,X Grade Diesel Fuel,X-1 Diesel Fuel, R5 ULSD, B5 ULS
D See section 16 for complete information.
Manufacturer/Supplier Valero Marketing&Supply Company and Affiliates
P.O. Box 696000
San Antonio,TX 78269-6000
General Assistance 210-345-4593
Emergency 24 Hour Emergency 866-565-5220
1-800-424-9300(CHEMTREC USA)
2. Hazards Identification
Physical state Liquid.
Appearance Liquid(may be dyed red).
Emergency overview WARNING!
Combustible liquid and vapor. May be ignited by heat, sparks or flames. Heat may cause the
Sari containers to explode.
Harmful if inhaled or swallowed. May be harmful if absorbed through skin.Aspiration may cause
lung damage. Irritating to eyes, respiratory system and skin. In high concentrations,vapors and
spray mists are narcotic and may cause headache,fatigue, dizziness and nausea. Suspect cancer
hazard-may cause cancer. Prolonged exposure may cause chronic effects. Diesel exhaust has
been reported to be an occupational hazard due to NIOSH-reported potential carcinogenic
properties. Hydrogen sulfide,a highly toxic gas, may be present or released. Signs and symptoms
of overexposure to hydrogen sulfide include respiratory and eye irritation, dizziness, nausea,
coughing, a sensation of dryness and pain in the nose,and loss of consciousness. Odor does not
provide a reliable indicator of the presence of hazardous levels in the atmosphere.Toxic to aquatic
organisms. May cause long-term adverse effects in the aquatic environment.The toxicological
properties of this material have not been fully investigated.
Static accumulating flammable materials can become electrostatically charged even in bonded
and grounded equipment. Sparks may ignite material and vapor may cause flash fire(or
explosion).
OSHA regulatory status This product is considered hazardous under 29 CFR 1910.1200(Hazard Communication).
Potential health effects
Routes of exposure Inhalation. Ingestion. Skin contact. Eye contact.
Eyes Contact may irritate or burn eyes. Eye contact may result in corneal injury.
Skin May be harmful if absorbed through skin. Irritating to skin. Frequent or prolonged contact may
defat and dry the skin, leading to discomfort and dermatitis.
Inhalation Harmful if inhaled. Irritating to respiratory system. In high concentrations, vapors and spray mists
are narcotic and may cause headache,fatigue, dizziness and nausea. May cause breathing
disorders and lung damage. May cause cancer by inhalation. Prolonged inhalation may be
harmful.
Ingestion Harmful if swallowed. Ingestion may result in vomiting;aspiration (breathing)of vomitus into lungs
/4446,1 must be avoided as even small quantities may result in aspiration pneumonitis. Irritating to mouth,
throat, and stomach.
Target organs Blood. Eyes. Liver. Respiratory system. Skin. Kidneys. Central nervous system.
DIESEL FUELS
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Chronic effects Suspect cancer hazard-may cause cancer. Liver injury may occur. Kidney injury may occur.
Exposure may cause lung cancer and also noted a positive association with an increased risk of
bladder cancer. May cause central nervous system disorder(e.g., narcosis involving a loss of
coordination,weakness,fatigue, mental confusion and blurred vision)and/or damage. Frequent or
prolonged contact may defat and dry the skin, leading to discomfort and dermatitis.
Signs and symptoms Irritation of nose and throat. Irritation of eyes and mucous membranes. Skin irritation.
SIlire Unconsciousness. Corneal damage. Narcosis. Decrease in motor functions. Behavioral changes.
Edema. Liver enlargement.Jaundice. Conjunctivitis. Proteinuria. Defatting of the skin. Rash. The
toxicological properties of this product have not been thoroughly investigated. Use appropriate
precautions.
Potential environmental effects Toxic to aquatic organisms. May cause long-term adverse effects in the aquatic environment.
3. Composition / Information on Ingredients
Components CAS# Percent
Fuels, diesel, no.2 68476-34-6 85- 100
Biodiesel-Fatty acid methyl esters 67762-38-3 0-5
Fuels, diesel, C9-18-alkane branched and linear 1159170-26-9 0-5
n-Nonane 111-84-2 1 -3
Octane(All isomers) 111-65-9 1 -2
Hexane(Other isomers) 96-14-0 0- 1
Naphthalene 91-20-3 0- 1
n-Heptane 142-82-5 0- 1
n-Hexane 110-54-3 0- 1
4. First Aid Measures
First aid procedures
Eye contact Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if
stialire present and easy to do. Continue rinsing. Get medical attention.
Skin contact Remove contaminated clothing and shoes.Wash off immediately with soap and plenty of water.
Get medical attention if irritation develops or persists.Wash clothing separately before reuse.
Destroy or thoroughly clean contaminated shoes. If high pressure injection under the skin occurs,
always seek medical attention.
Inhalation Move to fresh air. If breathing is difficult, give oxygen. If not breathing, give artificial respiration. Get
medical attention.
Ingestion Rinse mouth thoroughly. Do not induce vomiting without advice from poison control center. Do not
give mouth-to-mouth resuscitation. If vomiting occurs, keep head low so that stomach content
does not get into the lungs. Get medical attention immediately.
Notes to physician In case of shortness of breath, give oxygen. Keep victim warm. Keep victim under observation.
Symptoms may be delayed.The toxicological properties of this material have not been fully
investigated.
General advice If exposed or concerned: get medical attention/advice. Ensure that medical personnel are aware of
the material(s) involved, and take precautions to protect themselves. Show this safety data sheet
to the doctor in attendance.Wash contaminated clothing before re-use.
5. Fire Fighting Measures
Flammable properties Combustible liquid and vapor. Containers may explode when heated.
Extinguishing media
Suitable extinguishing Water spray.Water fog. Foam. Dry chemical powder. Carbon dioxide(CO2).
media
Unsuitable extinguishing Do not use a solid water stream as it may scatter and spread fire.
media
Protection of firefighters
Protective equipment and Wear full protective clothing, including helmet, self-contained positive pressure or pressure
litarre precautions for firefighters demand breathing apparatus, protective clothing and face mask.
DIESEL FUELS
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Prepared by 3E Company
Fire fighting Wear full protective clothing, including helmet, self-contained positive pressure or pressure
equipment/instructions demand breathing apparatus, protective clothing and face mask.Withdraw immediately in case of
rising sound from venting safety devices or any discoloration of tanks due to fire. Fight fire from
maximum distance or use unmanned hose holders or monitor nozzles. Move containers from fire
area if you can do it without risk. In the event of fire,cool tanks with water spray. Cool containers
exposed to flames with water until well after the fire is out. For massive fire, use unmanned hose
holders or monitor nozzles; if this is impossible,withdraw from area and let fire burn.Water runoff
Sire can cause environmental damage. Use compatible foam to minimize vapor generation as needed.
Specific methods In the event of fire and/or explosion do not breathe fumes.
Hazardous combustion Carbon monoxide. Carbon Dioxide. Sulfur oxides. Nitrogen oxides(NOx). Hydrocarbons. Hydrogen
products sulfide.
6. Accidental Release Measures
Personal precautions Keep unnecessary personnel away. Local authorities should be advised if significant spills cannot
be contained. Keep upwind. Keep out of low areas. Ventilate closed spaces before entering. Do
not touch damaged containers or spilled material unless wearing appropriate protective clothing.
See Section 8 of the MSDS for Personal Protective Equipment.
Environmental precautions If facility or operation has an"oil or hazardous substance contingency plan", activate its
procedures. Stay upwind and away from spill.Wear appropriate protective equipment including
respiratory protection as conditions warrant. Do not enter or stay in area unless monitoring
indicates that it is safe to do so. Isolate hazard area and restrict entry to emergency crew.
Flammable. Review Firefighting Measures, Section 5, before proceeding with clean up. Keep all
sources of ignition(flames, smoking,flares, etc.)and hot surfaces away from release. Contain spill
in smallest possible area. Recover as much product as possible(e.g. by vacuuming). Stop leak if it
can be done without risk. Use water spray to disperse vapors. Use compatible foam to minimize
vapor generation as needed. Spilled material may be absorbed by an appropriate absorbent, and
then handled in accordance with environmental regulations. Prevent spilled material from entering
sewers, storm drains,other unauthorized treatment or drainage systems and natural waterways.
Contact fire authorities and appropriate federal, state and local agencies. If spill of any amount is
made into or upon navigable waters,the contiguous zone, or adjoining shorelines, contact the
National Response Center at 1-800-424-8802. For highway or railways spills, contact Chemtrec at
1-800-424-9300.
Methods for containment Eliminate all ignition sources(no smoking,flares, sparks, or flames in immediate area). Local
authorities should be advised if significant spillages cannot be contained. Stop leak if you can do
so without risk.This material is a water pollutant and should be prevented from contaminating soil
or from entering sewage and drainage systems and bodies of water. Dike the spilled material,
where this is possible. Prevent entry into waterways, sewers, basements or confined areas.
Methods for cleaning up Use non-sparking tools and explosion-proof equipment.
Small Spills:Absorb spill with vermiculite or other inert material,then place in a container for
chemical waste. Clean surface thoroughly to remove residual contamination.This material and its
container must be disposed of as hazardous waste.
Large Spills: Use a non-combustible material like vermiculite, sand or earth to soak up the product
and place into a container for later disposal. Prevent product from entering drains. Do not allow
material to contaminate ground water system. Should not be released into the environment.
Other information Clean up in accordance with all applicable regulations.
7. Handling and Storage
Handling Eliminate sources of ignition.Avoid spark promoters. Ground/bond container and equipment.
These alone may be insufficient to remove static electricity.
Wear personal protective equipment.Avoid breathing dust/fume/gas/mist/vapors/spray.Avoid
contact with eyes, skin, and clothing. Do not taste or swallow.Avoid prolonged exposure. Use only
with adequate ventilation.Wash thoroughly after handling.The product is combustible, and
heating may generate vapors which may form explosive vapor/air mixtures. DO NOT handle, store
or open near an open flame, sources of heat or sources of ignition. Protect material from direct
sunlight.Take precautionary measures against static discharges.All equipment used when
handling the product must be grounded. Use non-sparking tools and explosion-proof equipment.
When using, do not eat, drink or smoke.Avoid release to the environment.
Storage Flammable liquid storage. Do not handle or store near an open flame, heat or other sources of
ignition.This material can accumulate static charge which may cause spark and become an
ignition source.The pressure in sealed containers can increase under the influence of heat. Keep
container tightly closed in a cool,well-ventilated place. Keep away from food, drink and animal
feedingstuffs. Keep out of the reach of children.
DIESEL FUELS
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Prepared by 3E Company
8. Exposure Controls / Personal Protection
Occupational exposure limits
US.ACGIH Threshold Limit Values
Components Type Value Form
Fuels, diesel, no. 2 (CAS TWA 100 mg/m3 Inhalable fraction and
68476-34-6) vapor.
Hexane(Other isomers) STEL 1000 ppm
(CAS 96-14-0)
TWA 500 ppm
Naphthalene(CAS 91-20-3) STEL 15 ppm
TWA 10 ppm
n-Heptane(CAS 142-82-5) STEL 500 ppm
TWA 400 ppm
n-Hexane(CAS 110-54-3) TWA 50 ppm
n-Nonane(CAS 111-84-2) TWA 200 ppm
Octane(All isomers) (CAS TWA 300 ppm
111-65-9)
US.OSHA Table Z-1 Limits for Air Contaminants(29 CFR 1910.1000)
Components Type Value
Naphthalene(CAS 91-20-3) PEL 50 mg/m3
10 ppm
n-Heptane(CAS 142-82-5) PEL 2000 mg/m3
500 ppm
n-Hexane(CAS 110-54-3) PEL 1800 mg/m3
500 ppm
Octane(All isomers) (CAS PEL 2350 mg/m3
111-65-9)
500 ppm
Canada.Alberta OELs(Occupational Health&Safety Code,Schedule 1,Table 2)
41111111.0
Components Type
Value
Fuels, diesel, no.2(CAS TWA 100 mg/m3
68476-34-6)
Hexane(Other isomers) STEL 3500 mg/m3
(CAS 96-14-0)
1000 ppm
TWA 1760 mg/m3
500 ppm
Naphthalene(CAS 91-20-3) STEL 79 mg/m3
15 ppm
TWA 52 mg/m3
10 ppm
n-Heptane(CAS 142-82-5) STEL 2050 mg/m3
500 ppm
TWA 1640 mg/m3
400 ppm
n-Hexane(CAS 110-54-3) TWA 176 mg/m3
50 ppm
n-Nonane(CAS 111-84-2) TWA 1050 mg/m3
200 ppm
Octane(All isomers) (CAS TWA 1400 mg/m3
111-65-9)
300 ppm
Canada. British Columbia OELs.(Occupational Exposure Limits for Chemical Substances,Occupational Health and
Safety Regulation 296/97,as amended)
.+' Components Type Value Form
Fuels, diesel, no.2(CAS TWA 100 mg/m3 Vapor and aerosol.
68476-34-6)
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 4/13
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Canada. British Columbia OELs.(Occupational Exposure Limits for Chemical Substances,Occupational Health and
Safety Regulation 296/97,as amended)
Components Type Value Form
Hexane(Other isomers) TWA 200 ppm
(CAS 96-14-0)
Naphthalene(CAS 91-20-3) STEL 15 ppm
TWA 10 ppm
n-Heptane(CAS 142-82-5) STEL 500 ppm
TWA 400 ppm
n-Hexane(CAS 110-54-3) TWA 20 ppm
n-Nonane(CAS 111-84-2) TWA 200 ppm
Octane(All isomers) (CAS TWA 300 ppm
111-65-9)
Canada.Ontario OELs.(Control of Exposure to Biological or Chemical Agents)
Components Type Value Form
Fuels, diesel, no. 2 (CAS TWA 100 mg/m3 Inhalable fraction and
68476-34-6) vapor.
Hexane(Other isomers) STEL 1000 ppm
(CAS 96-14-0)
TWA 500 ppm
Naphthalene (CAS 91-20-3) STEL 15 ppm
TWA 10 ppm
n-Heptane(CAS 142-82-5) STEL 500 ppm
TWA 400 ppm
n-Hexane(CAS 110-54-3) TWA 50 ppm
n-Nonane(CAS 111-84-2) TWA 200 ppm
Octane(All isomers) (CAS TWA 300 ppm
111-65-9)
Canada. Quebec OELs. (Ministry of Labor-Regulation Respecting the Quality of the Work Environment)
Components Type Value
Hexane(Other isomers) STEL 3500 mg/m3
(CAS 96-14-0)
1000 ppm
TWA 1760 mg/m3
500 ppm
Naphthalene(CAS 91-20-3) STEL 79 mg/m3
15 ppm
TWA 52 mg/m3
10 ppm
n-Heptane(CAS 142-82-5) STEL 2050 mg/m3
500 ppm
TWA 1640 mg/m3
400 ppm
n-Hexane(CAS 110-54-3) TWA 176 mg/m3
50 ppm
n-Nonane(CAS 111-84-2) TWA 1050 mg/m3
200 ppm
Octane(All isomers) (CAS STEL 1750 mg/m3
111-65-9)
375 ppm
TWA 1400 mg/m3
300 ppm
Mexico.Occupational Exposure Limit Values
Components Type Value
Hexane(Other isomers) STEL 3500 mg/m3
Skal (CAS 96-14-0)
1000 ppm
TWA 1760 mg/m3
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 5/13
Prepared by 3E Company
Mexico.Occupational Exposure Limit Values
Components Type Value
500 ppm
Naphthalene(CAS 91-20-3) STEL 75 mg/m3
15 ppm
TWA 50 mg/m3
10 ppm
n-Heptane(CAS 142-82-5) STEL 2000 mg/m3
500 ppm
TWA 1600 mg/m3
400 ppm
n-Hexane(CAS 110-54-3) TWA 176 mg/m3
50 ppm
n-Nonane(CAS 111-84-2) STEL 1300 mg/m3
250 ppm
TWA 1050 mg/m3
200 ppm
Octane(All isomers) (CAS STEL 1800 mg/m3
111-65-9)
375 ppm
TWA 1450 mg/m3
300 ppm
Exposure guidelines
Canada-Alberta OELs: Skin designation
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Canada-British Columbia OELs: Skin designation
Fuels, diesel, no.2(CAS 68476-34-6) Can be absorbed through the skin.
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Sine Canada-Manitoba OELs: Skin designation
Fuels, diesel, no.2(CAS 68476-34-6) Can be absorbed through the skin.
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Canada-Ontario OELs: Skin designation
Fuels, diesel, no.2(CAS 68476-34-6) Can be absorbed through the skin.
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Canada-Quebec OELs: Skin designation
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Canada-Saskatchewan OELs: Skin designation
Fuels, diesel, no.2(CAS 68476-34-6) Can be absorbed through the skin.
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Mexico OELs: Skin designation
n-Heptane(CAS 142-82-5) Can be absorbed through the skin.
US-California OELs: Skin designation
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
US ACGIH Threshold Limit Values: Skin designation
Fuels, diesel, no.2(CAS 68476-34-6) Can be absorbed through the skin.
Naphthalene(CAS 91-20-3) Can be absorbed through the skin.
n-Hexane(CAS 110-54-3) Can be absorbed through the skin.
Engineering controls Provide adequate general and local exhaust ventilation. Use process enclosures, local exhaust
ventilation,or other engineering controls to control airborne levels below recommended exposure
limits. Use explosion-proof equipment.
Personal protective equipment
ter./ Eye/face protection Wear safety glasses. If splash potential exists,wear full face shield or chemical goggles.
DIESEL FUELS
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Skin protection Wear chemical-resistant, impervious gloves. Full body suit and boots are recommended when
handling large volumes or in emergency situations. Flame retardant protective clothing is
recommended.
Respiratory protection Use a properly fitted, air-purifying or air-fed respirator complying with an approved standard if a
risk assessment indicates this is necessary. Respirator selection must be based on known or
anticipated exposure levels,the hazards of the product and the safe working limits of the selected
respirator. If workplace exposure limits for product or components are exceeded, NIOSH approved
equipment should be worn. Proper respirator selection should be determined by adequately
trained personnel, based on the contaminants,the degree of potential exposure and published
respiratory protection factors.This equipment should be available for nonroutine and emergency
use.
General hygiene Consult supervisor for special handling instructions. Avoid contact with eyes.Avoid contact with
considerations skin. Keep away from food and drink.Wash hands before breaks and immediately after handling
the product. Provide eyewash station and safety shower. Handle in accordance with good
industrial hygiene and safety practice.
9. Physical & Chemical Properties
Appearance Liquid (may be dyed red).
Physical state Liquid.
Form Liquid.
Color Clear. Straw.
Odor Kerosene(strong).
Odor threshold Not available.
pH Not available.
Vapor pressure < 1 mm Hg(20°C)
Vapor density 3(Air= 1)
Boiling point 325-700 °F(162.78-371.11 °C)
Melting point/Freezing point -60.07°F (-51.15 °C) Estimated
Solubility(water) Not available.
itistage Specific gravity 0.82-0.87(60°F)
Flash point > 100.0°F(>37.8°C) Closed Cup
Flammability limits in air, 8 %
upper, % by volume
Flammability limits in air, 0.4%
lower, % by volume
Auto-ignition temperature 494.96°F (257.2 °C)
Evaporation rate 0
Viscosity 2-4.5 mm2/s
Other data
Flash point class Combustible II
10. Chemical Stability & Reactivity Information
Chemical stability Stable under normal temperature conditions and recommended use.
Conditions to avoid Heat,flames and sparks. Ignition sources. Contact with incompatible materials. Do not pressurize,
cut,weld, braze, solder, drill, grind or expose empty containers to heat,flame, sparks, static
electricity,or other sources of ignition;they may explode and cause injury or death.
Incompatible materials Strong oxidizing agents.
Hazardous decomposition Carbon oxides. Sulfur oxides. Nitrogen oxides(NOx). Hydrocarbons. Hydrogen sulfide.
products
Possibility of hazardous Hazardous polymerization does not occur.
reactions
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 7/13
Prepared by 3E Company
11. Toxicological Information
Toxicological data
Components Species Test Results
Fuels,diesel, no.2(CAS 68476-34-6)
Slime Acute
Inhalation
LC50 Rat 4.1 mg/I,4 hours
Naphthalene(CAS 91-20-3)
Acute
Dermal
LD50 Rabbit >2 g/kg
Oral
LD50 Rat 490 mg/kg
n-Heptane(CAS 142-82-5)
Acute
Inhalation
LC50 Rat 103 mg/I,4 Hours
n-Hexane(CAS 110-54-3)
Acute
Oral
LD50 Rat 28710 mg/kg
n-Nonane(CAS 111-84-2)
Acute
Inhalation
LC50 Rat 3200 mg/I,4 Hours
Octane(All isomers) (CAS 111-65-9)
.111160.1 Acute
Inhalation
LC50 Rat 118 mg/I,4 Hours
Sensitization This substance may have a potential for sensitization which may provoke an allergic reaction
among sensitive individuals.
Acute effects Harmful if inhaled, absorbed through skin, or swallowed. Harmful: may cause lung damage if
swallowed. Irritating to eyes, respiratory system and skin. In high concentrations,vapors and
spray mists are narcotic and may cause headache,fatigue, dizziness and nausea. Hydrogen
sulfide, a highly toxic gas, may be present. Signs and symptoms of overexposure to hydrogen
sulfide include respiratory and eye irritation,dizziness, nausea, coughing, a sensation of dryness
and pain in the nose, and loss of consciousness. Odor does not provide a reliable indicator of the
presence of hazardous levels in the atmosphere.The toxicological properties of this material have
not been fully investigated.
Chronic effects Contains organic solvents which in case of overexposure may depress the central nervous system
causing dizziness and intoxication. Repeated exposure to naphthalene may cause cataracts,
allergic skin rashes,destruction of red blood cells, and anemia,jaundice, kidney and liver
damage. Danger of serious damage to health by prolonged exposure. Prolonged or repeated
overexposure may cause central nervous system, kidney, liver, and lung damage.
Subchronic effects Liver and kidney damage may occur after prolonged and repeated exposure.
Carcinogenicity International Agency for Research on Cancer(IARC):Whole diesel engine exhaust—IARC Group
1. Exposure may cause lung cancer and also noted a positive association with an increased risk
of bladder cancer.
Diesel exhaust has been reported to be an occupational hazard due to NIOSH-reported potential
carcinogenic properties.
ACGIH Carcinogens
Fuels, diesel, no.2(CAS 68476-34-6) A3 Confirmed animal carcinogen with unknown relevance to
humans.
Sire' Naphthalene(CAS 91-20-3) A4 Not classifiable as a human carcinogen.
IARC Monographs.Overall Evaluation of Carcinogenicity
Fuels, diesel, no.2(CAS 68476-34-6) 3 Not classifiable as to carcinogenicity to humans.
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 8/13
Prepared by 3E Company
Naphthalene(CAS 91-20-3) 2B Possibly carcinogenic to humans.
US NTP Report on Carcinogens:Anticipated carcinogen
Naphthalene(CAS 91-20-3) Reasonably Anticipated to be a Human Carcinogen.
Epidemiology Studies have shown a risk of spontaneous abortions in women exposed to high concentrations of
organic solvents during pregnancy. Pre-existing skin conditions including dermatitis might be
aggravated by exposure to this product.
Sire Mutagenicity No component of this product present at levels greater than or equal to 0.1% is identified as a
mutagen by OSHA.
Neurological effects Chronic exposure to high concentrations of various hydrocarbon blends may lead to
polyneuropathy(peripheral nerve damage), characterized by progressive weakness and
numbness in the extremities, loss of deep tendon reflexes and reduction of motor nerve
conduction velocity. Numerous cases of polyneuritis have been reported following prolonged
exposures to a petroleum fraction containing various isomers of heptane as major ingredients.
May cause central nervous system disorder(e.g., narcosis involving a loss of coordination,
weakness,fatigue)and/or damage.
Reproductive effects Napthalene interferes with embryo development in experimental animals at dose levels that cause
maternal toxicity. In humans, excessive exposure to this agent may cause hemolytic anemia in the
mother and fetus.
Teratogenicity The components of this product are not reported to cause teratogenic effects in humans. Based
on best current information, there is no known teratogenicity associated with this product.
Further information Symptoms may be delayed.Toxicological properties of this material have not been fully
investigated.
12. Ecological Information
Ecotoxicological data
Components Species Test Results
Fuels, diesel, no.2(CAS 68476-34-6)
Aquatic
Acute
Crustacea EL50 Daphnia magna 68 mg/I,48 hours
Fish LL50 Oncorhynchus mykiss 65 mg/I, 96 hours
Sipe Naphthalene(CAS 91-20-3)
Aquatic
Crustacea EC50 Water flea (Daphnia magna) 1.09-3.4 mg/I,48 hours
Fish LC50 Pink salmon(Oncorhynchus gorbuscha) 1.11 - 1.68 mg/I, 96 hours
n-Heptane(CAS 142-82-5)
Aquatic
Fish LC50 Western mosquitofish(Gambusia affinis) 4924 mg/I, 96 hours
n-Hexane(CAS 110-54-3)
Aquatic
Fish LC50 Fathead minnow(Pimephales promelas) 2.101 -2.981 mg/I, 96 hours
Ecotoxicity Toxic to aquatic organisms, may cause long-term adverse effects in the aquatic environment.
Aquatic toxicity Toxic to aquatic organisms, may cause long-term adverse effects in the aquatic environment.
Persistence and degradability Not available.
Bioaccumulation/ Not available.
Accumulation
Partition coefficient
Hexane(Other isomers) (CAS 96-14-0) 3.6
Octane(All isomers)(CAS 111-65-9) 5.18
n-Heptane(CAS 142-82-5) 4.66
n-Hexane(CAS 110-54-3) 3.9
n-Nonane(CAS 111-84-2) 5.46
Mobility in environmental No data available.
media
13. Disposal Considerations
Waste codes D001:Waste Flammable material with a flash point<140 °F
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 9/13
Prepared by 3E Company
US RCRA Hazardous Waste U List: Reference
Naphthalene(CAS 91-20-3) U165
Disposal instructions Dispose in accordance with all applicable regulations. Dispose of this material and its container to
hazardous or special waste collection point. Incinerate the material under controlled conditions in
an approved incinerator. Do not allow this material to drain into sewers/water supplies. Do not
contaminate ponds,waterways or ditches with chemical or used container.
14. Transport Information
DOT
Basic shipping requirements:
UN number UN1202
Proper shipping name Diesel fuel
Hazard class Combustible Liquid
Packing group III
Environmental hazards
Marine pollutant Yes
Additional information:
Special provisions 144, B1, IB3,T2,TP1
Packaging exceptions 150
Packaging non bulk 203
Packaging bulk 242
IATA
UN number UN1202
UN proper shipping name Diesel fuel
Transport hazard class(es) 3
Packing group III
Environmental hazards Yes
Labels required 3
ERG code 3L
Special precautions for user Read safety instructions, SDS and emergency procedures before handling.
Stowe UN number UN1202
UN proper shipping name DIESEL FUEL
Transport hazard class(es) 3
Packing group III
Environmental hazards
Marine pollutant Yes
Labels required 3
EmS F-E, S-E
Transport in bulk according Not applicable. However,this product is a liquid and if transported in bulk covered under
to Annex II of MARPOL MARPOL 73/78,Annex I.
73/78 and the IBC Code
TDG
UN number UN1202
Proper shipping name DIESEL FUEL
Hazard class Combustible Liquid
Packing group III
Marine pollutant Yes
Special provisions 82, 88
15. Regulatory Information
US federal regulations
TSCA Section 12(b)Export Notification(40 CFR 707,Subpt. D)
n-Nonane(CAS 111-84-2) 1.0%One-Time Export Notification only.
Clean Air Act(CAA)Section 112 Hazardous Air Pollutants(HAPs) List
Naphthalene(CAS 91-20-3)
n-Hexane(CAS 110-54-3)
Skase US EPCRA(SARA Title III)Section 313-Toxic Chemical: De minimis concentration
Naphthalene(CAS 91-20-3) 0.1 %
n-Hexane(CAS 110-54-3) 1.0%
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 10/13
Prepared by 3E Company
US EPCRA(SARA Title III)Section 313-Toxic Chemical: Listed substance
Naphthalene(CAS 91-20-3) Listed.
n-Hexane(CAS 110-54-3) Listed.
CERCLA(Superfund)reportable quantity(lbs)(40 CFR 302.4)
n-Nonane: 100
Octane(All isomers): 100
Hexane(Other isomers): 100
Naphthalene: 100
n-Hexane: 5000
Superfund Amendments and Reauthorization Act of 1986(SARA)
Hazard categories Immediate Hazard-Yes
Delayed Hazard-Yes
Fire Hazard-Yes
Pressure Hazard-No
Reactivity Hazard-No
Section 302 extremely No
hazardous substance(40
CFR 355,Appendix A)
SARA 311/312 Hazardous Yes
chemical
Drug Enforcement Not controlled
Administration (DEA)(21 CFR
1308.11-15)
WHMIS status Controlled
WHMIS classification B3-Combustible Liquids
D2A-Other Toxic Effects-VERY TOXIC
D2B-Other Toxic Effects-TOXIC
WHMIS labeling
0
Inventory status
Country(s)or region Inventory name On inventory(yes/no)*
Australia Australian Inventory of Chemical Substances(AICS) Yes
Canada Domestic Substances List(DSL) Yes
Canada Non-Domestic Substances List(NDSL) No
China Inventory of Existing Chemical Substances in China(IECSC) Yes
Europe European Inventory of Existing Commercial Chemical Yes
Substances(EINECS)
Europe European List of Notified Chemical Substances(ELINCS) No
Japan Inventory of Existing and New Chemical Substances(ENCS) No
Korea Existing Chemicals List(ECL) Yes
New Zealand New Zealand Inventory Yes
Philippines Philippine Inventory of Chemicals and Chemical Substances Yes
(PICCS)
United States&Puerto Rico Toxic Substances Control Act(TSCA) Inventory Yes
*A"Yes"indicates this product complies with the inventory requirements administered by the governing country(s).
A"No"indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing
country(s).
State regulations WARNING: This product contains chemicals known to the State of California to cause cancer and
birth defects or other reproductive harm.
US-California Hazardous Substances(Director's): Listed substance
ilkore Hexane(Other isomers) (CAS 96-14-0) Listed.
Naphthalene(CAS 91-20-3) Listed.
n-Heptane (CAS 142-82-5) Listed.
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 11 /13
Prepared by 3E Company
n-Hexane(CAS 110-54-3) Listed.
n-Nonane(CAS 111-84-2) Listed.
Octane(All isomers) (CAS 111-65-9) Listed.
US-California Proposition 65-Carcinogens&Reproductive Toxicity (CRT): Listed substance
Benzene(CAS 71-43-2) Listed.
Toluene(CAS 108-88-3) Listed.
Sitrrr+ US-California Proposition 65-CRT: Listed date/Carcinogenic substance
Benzene(CAS 71-43-2) Listed: February 27, 1987 Carcinogenic.
US-California Proposition 65-CRT: Listed date/Developmental toxin
Benzene(CAS 71-43-2) Listed: December 26, 1997 Developmental toxin.
Toluene(CAS 108-88-3) Listed: January 1, 1991 Developmental toxin.
US-California Proposition 65-CRT: Listed date/Female reproductive toxin
Toluene(CAS 108-88-3) Listed:August 7,2009 Female reproductive toxin.
US-California Proposition 65-CRT: Listed date/Male reproductive toxin
Benzene(CAS 71-43-2) Listed: December 26, 1997 Male reproductive toxin.
US-New Jersey RTK-Substances: Listed substance
Naphthalene(CAS 91-20-3) Listed.
n-Heptane(CAS 142-82-5) Listed.
n-Hexane(CAS 110-54-3) Listed.
n-Nonane(CAS 111-84-2) Listed.
Octane(All isomers) (CAS 111-65-9) Listed.
US. Massachusetts RTK-Substance List
Hexane(Other isomers) (CAS 96-14-0) Listed.
Naphthalene(CAS 91-20-3) Listed.
n-Heptane(CAS 142-82-5) Listed.
n-Hexane(CAS 110-54-3) Listed.
n-Nonane(CAS 111-84-2) Listed.
Octane(All isomers) (CAS 111-65-9) Listed.
US. New Jersey Worker and Community Right-to-Know Act
Fuels, diesel, no.2(CAS 68476-34-6) 10000 lbs
Naphthalene(CAS 91-20-3) 500 lbs
n-Hexane(CAS 110-54-3) 500 lbs
*41ire US. Pennsylvania RTK-Hazardous Substances
Fuels, diesel, no.2(CAS 68476-34-6) Listed.
Hexane(Other isomers) (CAS 96-14-0) Listed.
Naphthalene(CAS 91-20-3) Listed.
n-Heptane(CAS 142-82-5) Listed.
n-Hexane(CAS 110-54-3) Listed.
n-Nonane(CAS 111-84-2) Listed.
Octane(All isomers) (CAS 111-65-9) Listed.
Mexico regulations This safety data sheet was prepared in accordance with the Official Mexican Standard
(NMX-R-019-SCFI-2011).
16. Other Information
Further information HMIS®is a registered trade and service mark of the NPCA.
Other information Note:This material Safety Data Sheet applies to the listed products and synonym descriptions for
Hazard Communication purposes only.Technical Specifications vary greatly depending on the
products and are not reflected in this document. Consult specification sheets for technical
information.
HMIS®ratings Health:2*
Flammability:2
Physical hazard: 0
NFPA ratings Health:2
Flammability:2
Instability:0
*466.0
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 12/13
Prepared by 3E Company
Disclaimer This Material Safety Data Sheet(MSDS)was prepared in accordance with 29 CFR 1910.1200 by
Valero Marketing&Supply Co., ("VALERO").VALERO does not assume any liability arising out of
product use by others.The information, recommendations, and suggestions presented in this
MSDS are based upon test results and data believed to be reliable.The end user of the product
has the responsibility for evaluating the adequacy of the data under the conditions of use,
determining the safety,toxicity and suitability of the product under these conditions, and obtaining
litre additional or clarifying information where uncertainty exists. No guarantee expressed or implied is
made as to the effects of such use ,the results to be obtained, or the safety and toxicity of the
product in any specific application. Furthermore,the information herein is not represented as
absolutely complete, since it is not practicable to provide all the scientific and study information in
the format of this document, plus additional information may be necessary under exceptional
conditions of use, or because of applicable laws or government regulations.
DIESEL FUELS
3541 Version#:03 Revison date:25-June-2013 Print date:25-June-2013 13/13
Prepared by 3E Company
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
SECTION 1: PRODUCT AND COMPANY IDENTIFICATION
PRODUCT NAME: AW Hydraulic Oil ISO 46
SYNONYMS: hydraulic fluid
PRODUCT CODES:9616,9636,9637,9637Tray,9638,11360,CG46AWBIue
MANUFACTURER: CGF INC
DIVISION: N/A
ADDRESS: 317 Peoples Avenue Rockford,IL 61104 USA
EMERGENCY PHONE: 800/424-9300
CHEMTREC PHONE: 800/424-9300
OTHER CALLS: 815-967-4400
FAX PHONE: 815-967-4404
PRODUCT USE: Hydraulic Fluid
PREPARED BY: Irene Larson/Denise Brauer
SECTION 1 NOTES:
SECTION 2:COMPOSITION/INFORMATION ON INGREDIENTS
INGREDIENT: Petroleum base oils,additive package.
CAS NO. %WT %VOL SARA 313 REPORTABLE
64741-88-4 75-85 None
64742-01-4 15-25 None
Proprietary Additive(s) 0.5-1.5 None
SECTION 3: HAZARDS IDENTIFICATION
EMERGENCY OVERVIEW: This material is not considered hazardous according to OSHA criteria.
ROUTES OF ENTRY: Skin contact or inhalation.
POTENTIAL HEALTH EFFECTS
EYES: Contact may cause mild eye irritation including stinging,watering,and redness.
SKIN: Contact may cause mild skin irritation including redness and a burning sensation. Prolonged or repeated contact can
defat the skin,causing drying and cracking of the skin and possibly dermatitis(inflammation). No harmful effects from skin
absorption are expected.
INGESTION: No harmful effects expected from ingestion.
INHALATION: No information available on acute toxicity.
ACUTE HEALTH HAZARDS: No
CHRONIC HEALTH HAZARDS: No
MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: Skin disorders may be aggravated by exposure.
CARCINOGENICITY
OSHA: None ACGIH: None NTP: None IARC: None
OTHER:
SECTION 3 NOTES:
PAGE 1 OF 6
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
SECTION 4: FIRST AID MEASURES
EYES: If irritation or redness develops,flush eyes with clean water. If symptoms persist,seek medical attention.
SKIN: Remove contaminated shoes and clothing and cleanse affected area(s)thoroughly by washing with a mild soap and water or
a waterless hand cleaner. If irritation persists,seek medical attention.
INGESTION: First aid is not normally required;however,if swallowed and symptoms develop,seek medical attention.
INHALATION: If respiratory symptoms develop,move victim away from source of exposure and into fresh air. If symptoms persist,
seek medical attention.
NOTES TO PHYSICIANS OR FIRST AID PROVIDERS: High-pressure hydrocarbon injection injuries may produce substantial
necrosis of underlying tissue despite an innocuous appearing wound. Often these injuries require emergency surgical debridement
and all injuries should be evaluated by a specialist in order to assess the extent of injury.
Acute aspirations of large amounts of mineral oil-laden material may produce serious aspiration pneumonia. Patients who aspirate
these oils should be followed for the development of long-term sequelae. Inhalation exposure to oil mists below current workplace
exposure limits is unlikely to cause pulmonary abnormalities.
SECTION 4 NOTES:
SECTION 5: FIRE-FIGHTING MEASURES
EXTINGUISHING MEDIA: Dry chemical,carbon dioxide,foam,or water spray is recommended.
SPECIAL FIRE FIGHTING PROCEDURES:
*401101 Water or foam may cause frothing of materials heated above 212 F. Carbon dioxide can displace oxygen. Use caution when applying dioxide
in confined spaces.
SPECIAL PROTECTIVE EQUIPMENT: For fires in enclosed areas,fire fighters muct use self-contained breathing apparatus.
UNUSUAL FIRE AND EXPLOSION HAZARDS: This material may burn,but will not ignite readily. If container is not properly cooled,it can
rupture in the heat of fire.
HAZARDOUS DECOMPOSITION PRODUCTS: No data
Flash Point:C(F):>210(410) (ASTM D-92)
Flammable Limits(approx.%vol.in air)-LEL: 0.9%, UEL: 7.0%
NFPA HAZARD ID: Health:1, Flammability: 1, Reactivity:0
SECTION 6:ACCIDENTAL RELEASE MEASURES
ACCIDENTAL RELEASE MEASURES:
Personal Precautions:
This material may burn,but will not ignite readily.Keep all sources of ignition away from spill/release.The use of explosion-proof electrical
equipment is recommended.Stay upwind and away from spill/release.Notify persons downwind of the
spill/release, isolate immediate hazard area and keep unauthorized personnel out.Wear appropriate protective equipment, including
respiratory protection, as conditions warrant.
Environmental Precautions: Stop spill/release if it can be done with minimal risk.Prevent spilled material from entering sewers,storm
drains,other unauthorized drainage systems,and natural waterways.Contact appropriate agency for spills into or upon navigable waters that
cause a sheen or discoloration on the water surface.
Methods for Containment and Clean Up:
Notify fire authorities and appropriate regulatory authorities. Immediate cleanup of any spill is recommended. Dike far ahead of spill for later
recovery or disposal.Spilled material may be absorbed into an appropriate absorbent material.
SECTION 7: HANDLING AND STORAGE
HANDLING AND STORAGE:
Wash thoroughly after handling.Use good personal hygiene practices and wear appropriate personal protective equipment.High pressure
injection of hydrocarbon fuels, hydraulic oils or greases under the skin may have serious consequences even though no symptoms or injury
may be apparent.This can happen accidentally when using high pressure equipment such as high pressure grease guns,fuel injection
PAGE 2 OF 6
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
apparatus or from pinhole leaks in tubing of high pressure hydraulic oil equipment.Do not enter confined spaces such as tanks or pits without
following proper entry procedures.Do not wear contaminated clothing or shoes."Empty"containers retain residue and may be dangerous.Do
not pressurize,cut,weld,braze,solder,drill,grind,or expose such containers to heat,flame,sparks,or other sources of ignition.They may
explode and cause injury or death."Empty"drums should be completely drained,properly bunged,and promptly shipped to the supplier or a
drum reconditioner.All containers should be disposed of in an environmentally safe manner and in accordance with governmental regulations.
Use and store this material in cool,dry,well-ventilated areas away from heat and all sources of ignition.Keep container(s)tightly closed. Store
only in approved containers.Keep away from any incompatible material.Protect container(s)against physical damage.
SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION
Componet ACGIH OSHA
Lubricant Base Oil-Petroleum TWA:5mg/m3 TWA:5mg/m'
STEL: 10mg/m' as Oil mist,if generated
As oil mist, if generated
ENGINEERING CONTROLS: If current ventilation practices are not adequate to maintain airborne concentrations below the established
exposure limits,additional engineering controls may be required.
RESPIRATORY PROTECTION:Where there is potential for airborne exposure above the exposure limit a NIOSH certified air purifying
respirator equipped with R or P95 filters may be used.A respiratory protection program that meets or is equivalent to OSHA 29 CFR 1910.134
and ANSI Z88.2 should be followed whenever workplace conditions warrant a respirator's use.Air purifying respirators provide limited
protection and cannot be used in atmospheres that exceed the maximum use concentration(MUC)as directed by regulation or the
manufacturer's instructions,in oxygen deficient(less than 19.5 percent oxygen)situations,or other conditions that are immediately dangerous
to life and health(IDLH).
EYE PROTECTION: The use of eye protection that meets or exceeds ANSI Z.87.1 is recommended to protect against potential eye contact,
irritation,or injury.Depending on conditions of use,a face shield may be necessary.
SKIN PROTECTION: The use of gloves impervious to the specific material handled is advised to prevent skin contact.Users should check
with manufacturers to confirm the performance of their products.Suggested protective materials: Nitrile
SECTION 8 NOTES: State,local or other agencies or advisory ry groups may have established more stringent limits.Consult an
industrial hygienist or similar professional,or your local agencies,for further information.
SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES
APPEARANCE: Clear Blue Liquid
ODOR: mild petroleum
PHYSICAL STATE: Liquid
pH AS SUPPLIED: Not applicable
pH(Other):
BOILING POINT: No data
F: >600
C: >316
FLASH POINT:
F: >410
C: >210
METHOD USED:(ASTM D-92)
AUTOIGNITION TEMPERATURE:
F: 671
C: 355
MELTING POINT: No data
F:
C:
FREEZING POINT: No data
F:
PAGE 3 OF 6
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
*taw" C:
VAPOR PRESSURE(mmHg):<1
@20C:<0.1
VAPOR DENSITY(AIR=1):>2
F: 68
C: 20
SPECIFIC GRAVITY(H2O=1): 0.87
F:60
C: 15.6
EVAPORATION RATE:n/a
BASIS(=1):
SOLUBILITY IN WATER: not soluble
PERCENT SOLIDS BY WEIGHT: n/a
PERCENT VOLATILE: Negligible
BY WT/ BY VOL @
F:68
C:20
VOLATILE ORGANIC COMPOUNDS(VOC): no data
WITH WATER: LBS/GAL
WITHOUT WATER: LBS/GAL
MOLECULAR WEIGHT: no data
VISCOSITY:
Stowe 200-300 SUS @ 100 Degree F
@ 40 C cST 47.25
SECTION 9 NOTES:Data represents typical values and are not intended to be specifications.
SECTION 10:STABILITY AND REACTIVITY
STABLE UNSTABLE
STABILITY: YES
CONDITIONS TO AVOID(STABILITY): Avoid excessive heat,formations of vapors or mists.
INCOMPATIBILITY(MATERIAL TO AVOID):Strong oxidizing agents
HAZARDOUS DECOMPOSITION OR BY-PRODUCTS:None under normal storage.
HAZARDOUS POLYMERIZATION: No
CONDITIONS TO AVOID(POLYMERIZATION): n/a
SECTION 10 NOTES:
SECTION 11: TOXICOLOGICAL INFORMATION
TOXICOLOGICAL INFORMATION:
Carcinogenicity:The petroleum base oils contained in this product have been highly refined by a variety of processes
including solvent extraction, hydrotreating,and/or dewaxing to remove aromatics and improve performance characteristics.
No components in this formulation have been identified as a carcinogen.
14141.01
Component Oral LD50 Dermal LD50 Inhalation LC50
Lubricant Base Oil >5g/kg >2g/kg No data
PAGE 4 OF 6
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
SECTION 11 NOTES:
SECTION 12: ECOLOGICAL INFORMATION
ECOLOGICAL INFORMATION:Ecotoxicological data have not been determined specifically for this product. Information given is based on
knowledge of the components and the ecotoxicology of similar products.
Acute Toxicity: Poorly soluble mixture. May cause physical fouling of aquatic organisms.Expected to be practically non toxic: LUEUIL50>
100 mg/I(to aquatic organisms)(LUEL50 expressed as the nominal amount of product required to prepare aqueous test extract). Mineral oil is
not expected to cause any chronic effects to aquatic organisms at concentrations less than 1 mg/I.
Mobility: Liquid under most environmental conditions.Floats on water.If it enters soil, it will adsorb to soil particles and will not be mobile.
Persistence/degradability:Expected to be not readily biodegradable.Major constituents are expected to be inherently biodegradable,but the
product contains components that may persist in the environment.
Bioaccumulation:Contains components with the potential to bioaccumulate.
Other Adverse Effects: Product is a mixture of non-volatile components,which are not expected to be released to air in any significant
quantities.Not expected to have ozone depletion potential,photochemical ozone creation potential or global warming potential
SECTION 12 NOTES:
SECTION 13: DISPOSAL CONSIDERATIONS
WASTE DISPOSAL METHOD:
Material Disposal: Recover or recycle if possible. It is the responsibility of the waste generator to determine the toxicity and physical
properties of the material generated to determine the proper waste classification and disposal methods in compliance with applicable
regulations. Do not dispose into the environment, in drains or in water courses.
Container Disposal:Dispose in accordance with prevailing regulations,preferably to a recognized collector or contractor.The competence of
the collector or contractor should be established beforehand.
Local Legislation: Disposal should be in accordance with applicable regional, national,and local laws and regulations.
SECTION 14: TRANSPORT INFORMATION
U.S.DEPARTMENT OF TRANSPORTATION:Not regulated
PROPER SHIPPING NAME:
HAZARD CLASS:
ID NUMBER:
PACKING GROUP:
LABEL STATEMENT:
WATER TRANSPORTATION: Not regulated
PROPER SHIPPING NAME:
HAZARD CLASS:
ID NUMBER:
PACKING GROUP:
LABEL STATEMENTS:
AIR TRANSPORTATION: Not regulated
PROPER SHIPPING NAME:
HAZARD CLASS:
ID NUMBER:
PACKING GROUP:
LABEL STATEMENTS:
OTHER AGENCIES:
SECTION 14 NOTES:
SECTION 15:REGULATORY INFORMATION
U.S.FEDERAL REGULATIONS
PAGE 5 OF 6
MATERIAL SAFETY DATA SHEET FILE NO. 9636, 9637, 9638, 9616, 11360
NAME OF PRODUCT: AW Hydraulic Oil ISO 46 MSDS DATE: December, 2009
TSCA(TOXIC SUBSTANCE CONTROL ACT):All components of this formulation are listed on the US EPA-TSCA inventory or not
regulated under TSCA.
EU Labeling:Product is not dangerous as defined by the European Union Dangerous Substances/Preparations Directives. EU labeling is
not required.
Governmental Inventory Status:All components comply with TSCA,EINECS/ELINCS,AICS, METI, DSL,KOREA,and PHILIPPINES.
CERCLA(COMPREHENSIVE RESPONSE COMPENSATION,AND LIABILITY ACT): This material does not contain any chemicals
subject to the reporting requirements of SARA 302 and 40 CFR 372.
SARA TITLE III(SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT):This product contains no"EXTREMELY HAZARDOUS
SUBSTANCES".
311/312 HAZARD CATEGORIES:None
Acute Health:No
Chronic Health: No
Fire Hazard:No
Pressure Hazard:No
Reactive Hazard:No
313 REPORTABLE INGREDIENTS: This material does not contain any chemicals subject to the reporting requirements of SARA 313
and 40 CFR 372.
STATE REGULATIONS: This material does not contain any chemicals with CERCLA Reportable Quantities.
California Proposition 65:
This material does not contain any chemicals which are known to the State of California to cause cancer,birth defects or other reproductive
harm at concentrations that trigger the warning requirements of California Proposition 65.
INTERNATIONAL REGULATIONS:
Canadian Regulations:
This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations(CPR)and the MSDS contains
all the information required by the CPR.
WHMIS Hazard Class
None
SECTION 15 NOTES:
SECTION 16: OTHER INFORMATION
OTHER INFORMATION:
PREPARATION INFORMATION: Issue Date: August 2009 Rev.#1
DISCLAIMER:
The information presented herein has been compiled from sources considered to be dependable and accurate to the best of Cutting
&Grinding Fluids Inc.,knowledge. However,CGF INC.,makes no warranty whatsoever expressed or implied of merchantability or
fitness for the particular purpose,regarding the accuracy of such data or the results to be obtained from the use thereof. Cutting&
Grinding Fluids,Inc.assumes no responsibility for the injury to recipient or to the third persons or for any damage to any property
and recipient assumes all such risks.
Stare
PAGE 6 OF 6
ii#'iaes
Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
1. IDENTIFICATION OF THE SUBSTANCE/PREPARATION AND THE
COMPANY/UNDERTAKING
Product Name: TAYLOR LUBE
Part Number: 047518
Customer Service: 800.255.0626 or 815-624-8333
Chemical Name: N/A
Chemical Family: Petroleum Lubricant
Manufacturer: Haynes Manufacturing Co.
24142 Detroit Road
Westlake, Ohio 44145, USA
Emergency Telephone Number: 1-440-871-2188 Ext 195
1-800-992-2166
For MSDS, Product Safety, or Regulatory Inquiries call: 1-440-871-2188 or
1-4'to40-871-2188
.r
Recommended use of the chemical and restrictions on use
Recommended Use Lubricating grease for food processing equipment
Uses advised against No information available
2. HAZARDS IDENTIFICATION
Classification
This chemical is not considered hazardous according to the OSHA Hazard
Communication Standard 2012 (29 CFR 1910.1200).
Not classified
GHS Label elements, including precautionary statements
Emergency Overview
Signal Word None
The product contains no substances which at their given concentration are considered
Revision Date: 02/24/2014 Page 1 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
to be hazardous to health.
Appearance Transparent Grease
Physical State Solid (compressed), Grease
Odor Ordorless
Precautionary Statements
Prevention
• None
General Advice
• None
Storage
• None
Disposal
%k , • None
Hazard Not Otherwise Classified (HNOC)
Not applicable
Other information
May cause skin irritation
3. COMPOSITION/INFORMATION ON INGREDIENTS
Synonyms
Chemical Name CAS-No Weight % Trade Secret
White Mineral Oil 8042-47-5 60-100
*The exact percentage (concentration) of composition has been withheld as
a trade secret.
4. FIRST AID MEASURES
Description of necessary first-aid measures
Eye Contact
Rinse thoroughly with plenty of water, also under the eyelids. If material is hot, treat
Revision Date: 02/24/2014 Page 2 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
for thermal burns and seek immediate medical attention.
Skin Contact
Wash off with warm water and soap. If material is hot and thermal burns are sustained,
submerge injured area in cold water. Do not apply ice to injured area. If burns are
severe and/or cover a large area of skin, seek immediate medical attention.
Inhalation
Not an expected route of exposure. Clear passages and remove to fresh air.
Ingestion
Clean mouth with water and afterwards drink plenty of water. Call a POISON CENTER
or doctor/physician if exposed or you feel unwell.
Most important symptoms/effects, acute and delayed
Most Important Symptoms/Effects No information available.
Indication of immediate medical attention and special treatment needed, if
necessary
Notes to Physician Treat symptomatically.
5. FIRE-FIGHTING MEASURES
Suitable Extinguishing Media
Use extinguishing measures that are appropriate to local circumstances and the
surrounding environment.
Unsuitable Extinguishing Media
CAUTION: Use of water spray when fighting fire may be inefficient.
Specific Hazards Arising from the Chemical
No information available.
Explosion Data
Sensitivity to Mechanical Impact None.
Sensitivity to Static Discharge None.
Protective Equipment and Precautions for Firefighters
Revision Date: 02/24/2014 Page 3 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
As in any fire, wear self-contained breathing apparatus pressure-demand,
MSHA/NIOSH (approved or equivalent) and full protective gear.
6. ACCIDENTAL RELEASE MEASURES
Personal precautions, protective equipment and emergency procedures
Personal Precautions
Avoid contact with eyes. Ensure adequate ventilation. ELIMINATE all ignition sources
(no smoking, flares, sparks or flames in immediate area).
Other Information
Material can create slippery conditions.
Environmental Precautions
Environmental Precautions
Prevent further leakage or spillage if safe to do so. Prevent entry into waterways,
sewers, basements or confined areas.
Methods and materials for containment and cleaning up
Methods for Containment Prevent further leakage or spillage if safe to do so.
Methods for Cleaning Up Pick up and transfer to properly labeled containers.
7. HANDLING AND STORAGE
Precautions for safe handling
Handling
Handle in accordance with good industrial hygiene and safety practice. Refer to
Section 8. Keep away from open flames, hot surfaces and sources of ignition. Ensure
adequate ventilation. If spilled, take caution, as material can cause surfaces to
become very slippery.
Conditions for safe storage, including any incompatibilities
Storage Keep containers tightly closed in a dry, cool and
well-ventilated place.
SIkvi•e, Incompatible Products None known based on information supplied.
Revision Date: 02/24/2014 Page 4 of 11
ormses
Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Control parameters
Exposure Guidelines
Chemical Name ACGIH TLV OSHA PEL NIOSH IDLH
White Mineral Oil TWA: 5 mg/m3 TWA: 5 mg/m3 IDLH: 2500
8042-47-5 inhalable fraction (vacated) TWA: mg/m3
excluding metal 5mg/m3 TWA: 5 mg/m3
working fluids, STEL: 10 mg/m3
highly & severely
refined
OSHA PEL: Occupational Safety and Health Administration — Permissible
Exposure Limits.
Sire Other Exposure Guidelines
Vacated limits revoked by the Court of Appeals decision in AFL-CIO v. OSHA, 965
F.2d 962 (11th Cir., 1992).
Appropriate engineering controls
Engineering Measures Showers
Eyewash stations
Ventilation systems
Individual protection measures, such as personal protective equipment
Eye/Face Protection No special protective equipment required.
Skin and Body Protection No special protective equipment required.
Respiratory Protection If exposure limits are exceeded or irritation is
experienced, NIOSH/MSHA approved
respiratory protection should be worn. Positive-
pressure supplied air respirators may be
required for high airborne contaminant
concentrations. Respiratory protection must be
provided in accordance with current local
regulations.
Hygiene Measures Handle in accordance with good industrial
Revision Date: 02/24/2014 Page 5 of 11
NDDeS
Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
hygiene and safety practice.
9. PHYSICAL AND CHEMICAL PROPERTIES
Information on basic physical and chemical properties.
Physical State Solid (compressed), Grease
Appearance Transparent Grease
Odor Odorless
Odor Threshold No information available
Property Values Remarks/- Method
pH No data available None known
Melting Point/Range 93°C/200°F None known
Boiling Point/Boiling No data available None known
Range
Flash Point >148°C/>300°F None known
Evaporation rate No data available None known
' ✓ Flammability (solid, gas) No data available None known
Flammability Limits in Air
Upper Flammability No data available
Limit
Lower Flammability No data available
Limit
Vapor Pressure No data available None known
Vapor Density No data available None known
Specific Gravity <1 None known
Water Solubility Negligible None known
Solubility in other No data available None known
solvents
Partition coefficient: n- No data available None known
octanol/water
Autoignition Temperature No data available None known
Decomposition No data available None known
Temperature
Viscosity No data available None known
Flammable Properties Not flammable
Explosive Properties No data available
Oxidizing Properties No data available
Slower Other Information
Revision Date: 02/24/2014 Page 6 of 11
ii#'iaes
Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
VOC Content (%) No data available
10.STABILITY AND REACTIVITY
Reactivity
No data available.
Chemical stability
Stable under recommended storage conditions.
Possibility of hazardous reactions
None under normal processing.
Conditions to avoid
Ignitions sources - heat, sparks and open flames.
Incompatible materials
None known based on information supplied.
Hazardous decomposition products
Carbon monoxide (CO). Carbon dioxide (CO2). Hazardous decomposition
products due to incomplete combustion.
11.TOXICOLOGICAL INFORMATION
Information on likely routes of exposure
Product Information There is no data available for this product
Inhalation Inhalation of aerosols: May cause irritation of
respiratory tract.
Eye Contact May cause slight irritation.
Skin Contact Substance may cause slight skin irritation.
Ingestion Potential for aspiration if swallowed. May cause
gastrointestinal discomfort if consumed in large
Revision Date: 02/24/2014 Page 7 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
amounts.
Symptoms related to the physical, chemical and toxicological characteristics
Symptoms No information available.
Delayed and immediate effects and also chronic effects from short and long term
exposure
Sensitization No information available.
Mutagenic Effects No information available.
Carcinogenicity The table below indicates whether each agency has
listed any ingredient as a carcinogen. Mineral oils are
known to cause cancer because of carcinogenic
components (e.g. benzene). The mineral oil in this
product is highly refined and should not be considered
a carcinogen.
*kiwi Chemical Name ACGIH IARC NTP OSHA
White Mineral Oil A2
ACGIH: (American Conference of Governmental Industrial Hygienists)
A2 - Suspected Human Carcinogen
Reproductive Toxicity No information available.
STOT -single exposure No information available.
STOT - repeated exposure No information available.
Aspiration Hazard May be harmful if swallowed and enters
airways
Numerical measures of toxicity - Product
The following values are calculated based on chapter 3.1 of the GHS document:
Not classified
12.ECOLOGICAL INFORMATION
Ecotoxicity
The environmental impact of this product has not been fully investigated. May cause
long lasting harmful effects to aquatic life.
Revision Date: 02/24/2014 Page 8 of 11
movaes
Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
Chemical Name Toxicity to Algae Toxicity to Fish Toxicity to Daphnia Magna
Microorganism (Water Flea)
White Mineral Oil LC50 96 h:>10000
8042-47-5 mg/L (Lepomis
macrochirus)
Persistance and Degradability No information available.
Bioaccumulation Bioaccumulative potential.
Chemical Name Log Pow
White Mineral Oil 6.006
Other Adverse Effects
No information available.
13.Disposal Considerations
Waste Disposal Methods
This material, as supplied, is not a hazardous waste according to Federal regulations
(40 CFR 261). This material could become a hazardous waste if it is mixed with or
otherwise comes in contact with a hazardous waste, if chemical additions are made to
this material, or if the material is processed or otherwise altered. Consult 40 CFR 261
to determine whether the altered material is a hazardous waste. Consult the
appropriate state, regional, or local regulations for additional requirements.
Contaminated Packaging Do not re-use empty containers.
14.TRANSPORT INFORMATION
DOT NOT REGULATED
15.REGULATORY INFORMATION
International Inventories
TSCA Complies
DSL All components are listed either on the DSL or NDSL.
Legend
TSCA - United States Toxic Substances Control Act Section 8(b) Inventory
fir.✓ DSL/NDSL - Canadian Domestic Substances List/Non-Domestic Substances List
Revision Date: 02/24/2014 Page 9 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
U.S. Federal Regulations
Section 313 of Title Ill of the Superfund Amendments and Reauthorization Act of
1986 (SARA). This product does not contain any chemicals which are subject to
the reporting requirements of the Act and Title 40 of the Code of Federal
Regulations, Part 372.
SARA 311/312 Hazard Categories
Acute Health Hazard No
Chronic Health Hazard No
Fire Hazard No
Sudden Release of Pressure Hazard No
Reactive Hazard No
Clean Water Act
This product does not contain any substances regulated as pollutants pursuant to
the Clean Water Act (40 CFR 122.21 and 40 CFR 122.42).
CERCLA
This material, as supplied, does not contain any substances regulated as
hazardous substances under the Comprehensive Environmental Response
Compensation and Liability Act (CERCLA) (40 CFR 302) or the Superfund
Amendments and Reauthorization Act (SARA) (40 CFR 355). There may be
specific reporting requirements at the local, regional, or state level pertaining to
releases of this material.
U.S. State Regulations
California Proposition 65
This product does not contain any Proposition 65 chemicals.
U.S. State Right-to-Know Regulations
Chemical Name New Jersey Massachusetts I Pennsylvania Illinois I Rhode Island
White Mineral Oil X X
U.S. EPA Label Information
EPA Pesticide Registration Number Not applicable
16.OTHER INFORMATION
Revision Date: 02/24/2014 Page 10 of 11
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Safety Data Sheet
TAYLOR LUBE
Haynes Manufacturing Company
NFPA
Health Hazard 0
Flammability 1
Instability 0
Physical and Chemical Hazard —
HMIS
Health Hazard 0
Flammability 1
Instability 0
Physical Hazard 0
Personal Protection X
Prepared By:
Haynes Manufacturing Company
.„r 24142 Detroit Road
Westlake, Ohio 44145
We believe the statements, technical information, and recommendations
contained herein are reliable, but they are given without warranty or
guarantee of any kind, expressed or implied, and we assume no
responsibility for any loss, damage, of expense, direct or consequential,
arising out of their use.
Revision Date: 02/24/2014 Page 11 of 11
Clow
MATERIAL SAFETY DATA SHEET
MSDS Number: 71630E - 13
24 Hour Emergency Assistance: CHEMTEL (877) 276-7283
General Assistance Number: (877) 276-7285
SECTION 1 PRODUCT IDENTIFICATION
MATERIAL IDENTITY: Rotella® T Multigrade SAE 15W-40
PRODUCT CODES: 50012
COMPANY ADDRESS: Equilon Enterprises LLC, P. 0. Box 4453, Houston, TX.
77210-4453
SECTION 2 PRODUCT/INGREDIENTS
CAS# CONCENTRATION INGREDIENTS
100 %volume Multigrade Motor Oil
Mixture 80 94.99 %volume Highly refined petroleum distillates
Mixture 3 - 8.99 %volume Zinc Compounds
Mixture 1 - 4.99 %volume Polymer additives
SECTION 3 HAZARDS IDENTIFICATION
EMERGENCY OVERVIEW
Appearance & Odor: Bright and clear liquid. Mild odor
Health Hazards: No known immediate health hazards.
Physical Hazards: No known physical hazards.
NFPA Rating (Health, Fire, Reactivity) : 0, 1, 0
Hazard Rating:Least - 0 Slight - 1 Moderate - 2 High - 3
Extreme - 4
Inhalation:
Inhalation of vapors (generated at high temperatures only) or oil mist may
cause mild irritation of the nose, throat, and respiratory tract.
Eye Irritation:
Lubricating oils are generally considered no more than minimally irritating to
the eyes.
r Skin Contact:
�W Lubricating oils are generally considered no more than minimally irritating to
the skin. Prolonged and repeated contact may result in defatting and drying
of the skin that may cause various skin disorders such as dermatitis,
folliculitis or oil acne.
Ntare
Ingestion:
Lubricating oils are generally no more than slightly toxic if swallowed.
Other Health Effects:
The International Agency for Research on Cancer (IARC) has determined there is
sufficient evidence for the carcinogenicity in experimental animals of used
gasoline motor oils. Handling procedures and safety precautions in the MSDS
should be followed to minimize exposure to the used product.
Material may release hydrogen sulfide (H2S) , a highly toxic and extremely
flammable gas, when heated to 180 Degrees F or higher. H2S can cause
irritation of the eyes and respiratory tract, headache, dizziness, nausea,
vomitting, diarrhea, and pulmonary edema. The odor ("rotten egg") threshold
is 0.02 ppm. Do not depend on sense of smell for warning; H2S rapidly
deadens the sense of smell.
Signs and Symptoms:
Irritation as noted above.
Aggravated Medical Conditions:
Pre-existing eye, skin and respiratory disorders may be aggravated by exposure
to this product.
For additional health information, refer to section 11.
SECTION 4 FIRST AID MEASURES
Inhalation:
Remove victim to fresh air and provide oxygen if breathing is difficult. Get
medical attention.
Skin:
Remove contaminated clothing and shoes and wipe excess from skin. Flush skin
with water, then wash with soap and water. If irritation occurs, get medical
attention. Do not reuse clothing until cleaned.
Eye:
Flush with water. If irritation occurs, get medical attention.
Ingestion:
Do not induce vomiting. In general, no treatment is necessary unless large
quantities of product are ingested. However, get medical attention.
Note to Physician:
In general, emesis induction is unnecessary in high viscosity, low volatility
products such as oils and greases.
SECTION 5 FIRE FIGHTING MEASURES
Flash Point [Method] : 435 °F/223 .89 °C [ Pensky-Martens Closed Cup]
Skirl Extinguishing Media:
Material will float and can be re-ignited on surface of water. Use water fog,
'alcohol foam' , dry chemical or carbon dioxide (CO2) to extinguish flames. Do
not use a direct stream of water.
SECTION 6 ACCIDENTAL RELEASE MEASURES
Protective Measures:
May burn although not readily ignitable.
Wear appropriate personal protective equipment when cleaning up spills. Refer
to Section 8 .
Spill Management:
FOR LARGE SPILLS: Remove with vacuum truck or pump to storage/salvage vessels.
FOR SMALL SPILLS: Soak up residue with an absorbent such as clay, sand or
other suitable material. Place in non-leaking container and seal tightly for
proper disposal.
Place in container for proper disposal.
Reporting:
Store CERCLA: Product is covered by EPA's Comprehensive Environmental Response,
Compensation and Liability Act (CERCLA) petroleum exclusion. Releases to air,
land, or water are not reportable under CERCLA (Superfund) .
CWA: This product is an oil as defined under Section 311 of EPA's Clean Water
Act (CWA) . Spills into or leading to surface waters that cause a sheen must be
reported to the National Response Center, 1-800-424-8802.
SECTION 7 HANDLING AND STORAGE
Precautionary Measures:
Wash with soap and water before eating, drinking, smoking, applying cosmetics,
or using toilet. Launder contaminated clothing before reuse. Properly
dispose of contaminated leather articles such as shoes or belts that cannot be
decontaminated. Avoid heat, open flames, including pilot lights, and strong
oxidizing agents. Use explosion-proof ventilation to prevent vapor
accumulation. Ground all handling equipment to prevent sparking.
Material may release hydrogen sulfide (H2S) , a highly toxic and extremely
flammable gas, when heated to 180 Degrees F or higher. H2S may collect in the
headspace of the container.
Storage:
Skirl Store in a cool, dry place with adequate ventilation. Keep away from open
flames and high temperatures.
Container Warnings:
Keep containers closed when not in use. Containers, even those that have been
emptied, can contain explosive vapors. Do not cut, drill, grind, weld or
perform similar operations on or near containers.
SECTION 8 EXPOSURE CONTROLS/PERSONAL PROTECTION
Oil mist, mineral ACGIH TLV TWA: 5 mg/m3 STEL: 10 mg/m3
Oil mist, mineral OSHA PEL TWA: 5 mg/m3
Hydrogen sulfide ACGIH - TLV TWA: 10 ppmm STEL: 15 ppmm
Hydrogen sulfide OSHA - PEL IS TWA: 10 ppmm STEL: 15 ppmm
Hydrogen sulfide Elevated Temperatures > 180 Degres F.
EXPOSURE CONTROLS
Adequate ventilation to control airborne concentrations below the exposure
guidelines/limits.
PERSONAL PROTECTION
Personal protective equipment (PPE) selections vary based on potential
exposure conditions such as handling practices, concentration and ventilation.
Information on the selection of eye, skin and respiratory protection for use
with this material is provided below.
Stare Eye Protection:
Chemical Goggles, or Safety glasses with side shields
Skin Protection:
Use protective clothing which is chemically resistant to this material.
Selection of protective clothing depends on potential exposure conditions and
may include gloves, boots, suits and other items. The selection(s) should
take into account such factors as job task, type of exposure and durability
requirements.
Published literature, test data and/or glove and clothing manufacturers
indicate the best protection is provided by:
Neoprene, or Nitrile Rubber
Respiratory Protection:
If engineering controls do not maintain airborne concentrations to a level
which is adequate to protect worker health, an approved respirator must be
worn. Respirator selection, use and maintenance should be in accordance with
the requirements of the OSHA Respiratory Protection Standard, 29 CFR 1910.134.
Types of respirator(s) to be considered in the selection process include:
For Mist: Air Purifying, R or P style NIOSH approved respirator.
For Vapors: Air Purifying, R or P style prefilter & organic cartridge,
NIOSH approved respirator. Self-contained breathing apparatus.
Slave SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES
/ Appearance & Odor: Bright and clear liquid. Mild odor
Substance Chemical Family: Petroleum Hydrocarbon
Appearance: Bright and clear liquid.
Flash Point: 435 °F [Pensky-Martens Closed Cup]
Pour Point: -20 °F
Specific Gravity: 0.8856
Stability: Stable
Viscosity: 103 cSt @ 40 °C
SECTION 10 REACTIVITY AND STABILITY
Stability:
Material is stable under normal conditions.
Conditions to Avoid:
Avoid heat and open flames.
Materials to Avoid:
Avoid contact with strong oxidizing agents.
Hazardous Decomposition Products:
Thermal decomposition products are highly dependent on combustion conditions.
A complex mixture of airborne solids, liquids and gases will evolve when this
material undergoes pyrolysis or combustion. Aldehydes, Carbon Monoxide,
Carbon Dioxide, Hydrogen Sulfide, Ketones, Nitrogen Oxides
and other unidentified organic compounds may be formed upon combustion.
SECTION 11 TOXICOLOGICAL INFORMATION
Carcinogenicity Classification
Multigrade Motor Oil
NTP: No IARC: Not Reviewed by IARC ACGIH: Not Reviewed OSHA: No
SECTION 12 ECOLOGICAL INFORMATION
Environmental Impact Summary:
There is no ecological data available for this product. However, this product
is an oil. It is persistent and does not readily biodegrade. However, it
does not bioaccumulate.
fi • SECTION 13 DISPOSAL CONSIDERATIONS
RCRA Information:
Under RCRA, it is the responsibility of the user of the material to determine,
at the time of the disposal, whether the material meets RCRA criteria for
hazardous waste. This is because material uses, transformations, mixtures,
processes, etc. may affect the classification. Refer to the latest EPA, state
and local regulations regarding proper disposal.
SECTION 14 TRANSPORT INFORMATION
US Department of Transportation Classification
This material is not subject to DOT regulations under 49 CFR Parts 171-180.
Oil: This product is an oil under 49CFR (DOT) Part 130. If shipped by rail
or highway in a tank with a capacity of 3500 gallons or more, it is subject to
these requirements. Mixtures or solutions containing 10% or more of this
product may also be subject to this rule.
International Air Transport Association
Not regulated under IATA rules.
Skirl International Maritime Organization Classification
Not regulated under International Maritime Organization rules.
SECTION 15 REGULATORY INFORMATION
FEDERAL REGULATORY STATUS
OSHA Classification:
Product is hazardous according to the OSHA Hazard Communication Standard, 29
CFR 19.10.1200, because it carries the occupational exposure limit for mineral
oil mist.
Ozone Depleting Substances (40 CFR 82 Clean Air Act) :
This material does not contain nor was it directly manufactured with any Class
I or Class II ozone depleting substances.
Superfund Amendment & Reauthorization Act (SARA) Title III:
There are no components in this product on the SARA 302 list.
SARA Hazard Categories (311/312) :
Immediate Health:NO Delayed Health:NO Fire:NO Pressure:NO
Reactivity:NO
SARA Toxic Release Inventory (TRI) (313) :
Zinc compounds
kale Toxic Substances Control Act (TSCA) Status:
All component (s) of this material is (are) listed on the EPA/TSCA Inventory of
Chemical Substances.
Other Chemical Inventories:
Component (s) of this material is (are) listed on the Australian AICS,
Canadian DSL, Chinese Inventory, European EINECS, Korean Inventory,
Philippines PICCS
State Regulation
The following chemicals are specifically listed by individual states; other
product specific health and safety data in other sections of the MSDS may also
be applicable for state requirements. For details on your regulatory
requirements you should contact the appropriate agency in your state.
New Jersey Right-To-Know Chemical List:
Zinc compounds 3 - 8.99 %volume
Pennsylvania Right-To-Know Chemical List:
Zinc compounds 3 - 8 .99 %volume Environmental Hazard
SECTION 16 OTHER INFORMATION
Revision#: 13
Revision Date: 05/16/2002
Revisions since last change (discussion) : This Material Safety Data Sheet
(MSDS) has been newly reviewed to fully comply with the guidance contained in
the ANSI MSDS standard (ANSI Z400.1-1998) . We encourage you to take the
opportunity to read the MSDS and review the information contained therein.
SECTION 17 LABEL INFORMATION
READ AND UNDERSTAND MATERIAL SAFETY DATA SHEET BEFORE HANDLING OR DISPOSING OF
PRODUCT. THIS LABEL COMPLIES WITH THE REQUIREMENTS OF THE OSHA HAZARD
COMMUNICATION STANDARD (29 CFR 1910.1200) FOR USE IN THE WORKPLACE. THIS LABEL
IS NOT INTENDED TO BE USED WITH PACKAGING INTENDED FOR SALE TO CONSUMERS AND
MAY NOT CONFORM WITH THE REQUIREMENTS OF THE CONSUMER PRODUCT SAFETY ACT OR
OTHER RELATED REGULATORY REQUIREMENTS.
PRODUCT CODES: 50012
Rotella® T Multigrade SAE 15W-40
ATTENTION!
PROLONGED OR REPEATED SKIN CONTACT MAY CAUSE OIL ACNE OR DERMATITIS. USED
Sire GASOLINE ENGINE OIL HAS BEEN SHOWN TO CAUSE CANCER IN LABORATORY ANIMALS.
Precautionary Measures:
141111001. Avoid prolonged or repeated contact with eyes, skin and clothing. Wash
thoroughly after handling.
FIRST AID
Inhalation: Remove victim to fresh air and provide oxygen if breathing is
difficult. Get medical attention.
Skin Contact: Remove contaminated clothing and shoes and wipe excess from
skin. Flush skin with water, then wash with soap and water. If irritation
occurs, get medical attention. Do not reuse clothing until cleaned.
Eye Contact: Flush with water. If irritation occurs, get medical attention.
Ingestion: Do not induce vomiting. In general, no treatment is necessary
unless large quantities of product are ingested. However, get medical
attention.
FIRE
In case of fire, Use water fog, 'alcohol foam' , dry chemical or carbon
dioxide (CO2) to extinguish flames. Do not use a direct stream of water.
Material will float and can be re-ignited on surface of water.
SPILL OR LEAK
Dike and contain spill.
FOR LARGE SPILLS: Remove with vacuum truck or pump to storage/salvage vessels.
FOR SMALL SPILLS: Soak up residue with an absorbent such as clay, sand or
other suitable material. Place in non-leaking container and seal tightly for
proper disposal.
Skase
CONTAINS: Highly refined petroleum distillates, Mixture; Zinc Compounds,
Mixture; Polymer additives, Mixture
NFPA Rating (Health, Fire, Reactivity) : 0, 1, 0
TRANSPORTATION
US Department of Transportation Classification
This material is not subject to DOT regulations under 49 CFR Parts 171-180.
Oil: This product is an oil under 49CFR (DOT) Part 130. If shipped by rail
or highway in a tank with a capacity of 3500 gallons or more, it is subject to
these requirements. Mixtures or solutions containing 10% or more of this
product may also be subject to this rule.
CAUTION: Misuse of empty containers can be hazardous. Empty containers can
be hazardous if used to store toxic, flammable, or reactive materials.
Cutting or welding of empty containers might cause fire, explosion or toxic
fumes from residues. Do not pressurize or expose to open flames or heat.
Keep container closed and drum bungs in place.
Name and Address
Equilon Enterprises LLC
P. O. Box 4453
Houston, TX 77210-4453
TRANSPORTATION EMERGENCY CHEMTEL (877) 276-7283
Stare
HEALTH EMERGENCY CHEMTEL (877) 276-7283
ADMINISTRATIVE INFORMATION
rro COMPANY ADDRESS: Equilon Enterprises LLC, P. 0. Box 4453, Houston, TX.
77210-4453
Company Product Stewardship & Regulatory Compliance Contact: Timothy W Childs
Phone Number: (281) 874-7708
MSDS FAX-BACK Phone Number: (877) 276-7285
THE INFORMATION CONTAINED IN THIS DATA SHEET IS BASED ON THE DATA AVAILABLE TO
US AT THIS TIME, AND IS BELIEVED TO BE ACCURATE BASED UPON THAT : IT IS
PROVIDED INDEPENDENTLY OF ANY SALE OF THE PRODUCT, FOR PURPOSE OF HAZARD
COMMUNICATION. IT IS NOT INTENDED TO CONSTITUTE PRODUCT PERFORMANCE -
INFORMATION, AND NO EXPRESS OR IMPLIED WARRANTY OF ANY KIND IS MADE WITH
RESPECT TO THE PRODUCT, UNDERLYING DATA OR THE INFORMATION CONTAINED HEREIN.
YOU ARE URGED TO OBTAIN DATA SHEETS FOR ALL PRODUCTS YOU BUY, _PROCESS, USE OR
DISTRIBUTE, AND ARE ENCOURAGED TO ADVISE THOSE WHO MAY COME IN CONTACT WITH
SUCH PRODUCTS OF THE INFORMATION CONTAINED HEREIN.
TO DETERMINE THE APPLICABILITY OR EFFECT OF ANY LAW OR REGULATION WITH RESPECT
TO THE PRODUCT, YOU SHOULD CONSULT WITH YOUR LEGAL ADVISOR OR THE APPROPRIATE
GOVERNMENT AGENCY. WE WILL NOT PROVIDE ADVICE ON SUCH MATTERS, OR BE
RESPONSIBLE FOR ANY INJURY FROM THE USE OF THE PRODUCT DESCRIBED HEREIN. THE
UNDERLYING DATA, AND THE INFORMATION PROVIDED HEREIN AS A RESULT OF THAT DATA,
IS THE PROPERTY OF EQUIVA SERVICES LLC AND IS NOT TO BE THE SUBJECT OF SALE OR
EXCHANGE WITHOUT THE EXPRESS WRITTEN CONSENT OF EQUIVA SERVICES LLC.
36318-10737-100R-05/20/2002
Safety Data Sheet Chevron
IMO
ISECTION 1 PRODUCT AND COMPANY IDENTIFICATION
CHEVRON and TEXACO PREMIUM UNLEADED GASOLINES
Product Use: Fuel
Product Number(s): CPS201019 [See Section 16 for Additional Product Numbers]
Synonyms: Calco Premium Gasoline, Chevron Premium Unleaded Gasoline, Chevron Supreme Plus
Unleaded Gasoline, Chevron Supreme Unleaded Gasoline, Gasolines, Automotive, Texaco Power
Premium Unleaded Gasoline
Company Identification
Chevron Products Company
Marketing, MSDS Coordinator
6001 Bollinger Canyon Road
San Ramon, CA 94583
United States of America
Transportation Emergency Response
CHEMTREC: (800)424-9300 or(703) 527-3887
Noire Health Emergency
Chevron Emergency Information Center: Located in the USA. International collect calls accepted. (800)
231-0623 or(510)231-0623
Product Information
MSDS Requests: http://www.chevron.com/contact
Technical Information: (510) 242-5357
SPECIAL NOTES: This MSDS applies to: all motor gasoline.
SECTION 2 HAZARDS IDENTIFICATION I
CLASSIFICATION: Flammable liquid: Category 1. Aspiration toxicant: Category 1. Carcinogen: Category
1A. Target organ toxicant(repeated exposure): Category 1. Eye irritation: Category 2A. Germ Cell
Mutagen: Category 1B. Skin irritation: Category 2. Reproductive toxicant(developmental): Category 2.
Target organ toxicant(central nervous system): Category 3. Acute aquatic toxicant: Category 2. Chronic
aquatic toxicant: Category 2.
• d
•
Signal Word: Danger
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Revision Date: MARCH 18,2015 UNLEADED GASOLINES
SDS: 2653
Physical Hazards: Extremely flammable liquid and vapor.
Health Hazards: May be fatal if swallowed and enters airways. May cause genetic defects. May cause
cancer. Causes skin irritation. Causes serious eye irritation. Suspected of damaging the unborn child.
May cause drowsiness or dizziness.
Environmental Hazards: Toxic to aquatic life. Toxic to aquatic life with long lasting effects.
Target Organs: Causes damage to organs (Blood/Blood Forming Organs) through prolonged or repeated
exposure.
PRECAUTIONARY STATEMENTS:
General: Keep out of reach of children. Read label before use.
Prevention: Obtain special instructions before use. Do not handle until all safety precautions have been
read and understood. Keep away from heat/sparks/open flames/hot surfaces. -- No smoking.
Ground/bond container and receiving equipment. Use only non-sparking tools. Take precautionary
measures against static discharge. Keep container tightly closed. Use explosion-proof
electrical/ventilating/lighting/equipment. Do not breathe dust/fume/gas/mist/vapours/spray. Avoid breathing
dust/fume/gas/mist/vapours/spray. Use only outdoors or in a well-ventilated area. Wear protective
gloves/protective clothing/eye protection/face protection. Use personal protective equipment as required.
Do not eat, drink or smoke when using this product. Wash thoroughly after handling. Avoid release to the
environment.
Response: IF INHALED: Remove person to fresh air and keep comfortable for breathing. IF IN EYES:
Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do.
Continue rinsing. If eye irritation persists: Get medical advice/attention. IF ON SKIN: Wash with plenty of
soap and water. If skin irritation occurs: Get medical advice/attention. Take off contaminated clothing ittarki wash it before reuse. IF ON SKIN (or hair): Take off immediately all contaminated clothing and wash it
before reuse. Rinse skin with water/shower. IF SWALLOWED: Immediately call a poison center or
doctor/physician. Do NOT induce vomiting. Call a poison center or doctor/physician if you feel unwell. Get
medical advice/attention if you feel unwell. IF exposed or concerned: Get medical advice/attention. In
case of fire: Use media specified in the SDS to extinguish. Specific treatment(see Notes to Physician on
this label). Collect spillage.
Storage: Store in a well-ventilated place. Keep cool. Keep container tightly closed. Store locked up.
Disposal: Dispose of contents/container in accordance with applicable local/regional/national/international
regulations.
HAZARDS NOT OTHERWISE CLASSIFIED: Not Applicable
SECTION 3 COMPOSITION/INFORMATION ON INGREDIENTS
COMPONENTS CAS NUMBER AMOUNT
Gasoline 86290-81-5 100 %vol/vol
Toluene (methylbenzene) 108-88-3 1 -35 %vol/vol
Xylene (contains o-, m-, & p-xylene isomers in 1330-20-7 1 - 15 %vol/vol
varying amounts)
Pentane, 2,2,4-trimethyl- (Isooctane) 540-84-1 1 - 13 %vol/vol
Butane 106-97-8 1 - 12 %vol/vol
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SDS : 2653
Ethanol 64-17-5 0- 10 %vol/vol
Benzene 71-43-2 0.1 -4.9 %vol/vol
Hexane 110-54-3 1 -5 %vol/vol
Heptane 142-82-5 1 -4 %vol/vol
Ethyl benzene 100-41-4 0.1 -3 %vol/vol
Cyclohexane 110-82-7 1 -3 %vol/vol
Naphthalene 91-20-3 0.1 -2 %vol/vol
Methylcyclohexane 108-87-2 1 -2 %vol/vol
Motor gasoline is considered a mixture by EPA under the Toxic Substances Control Act(TSCA). The
refinery streams used to blend motor gasoline are all on the TSCA Chemical Substances Inventory. The
appropriate CAS number for refinery blended motor gasoline is 86290-81-5. The product specifications of
motor gasoline sold in your area will depend on applicable Federal and State regulations.
SECTION 4 FIRST AID MEASURES
Description of first aid measures
Eye: Flush eyes with water immediately while holding the eyelids open. Remove contact lenses, if worn,
after initial flushing, and continue flushing for at least 15 minutes. Get immediate medical attention.
Skin: Wash skin with water immediately and remove contaminated clothing and shoes. Get medical
attention if any symptoms develop. To remove the material from skin, use soap and water. Discard
contaminated clothing and shoes or thoroughly clean before reuse.
Ingestion: If swallowed, get immediate medical attention. Do not induce vomiting. Never give anything by
mouth to an unconscious person.
Inhalation: Move the exposed person to fresh air. If not breathing, give artificial respiration. If breathing is
difficult, give oxygen. Get medical attention if breathing difficulties continue or if any other symptoms
develop.
Most important symptoms and effects, both acute and delayed
IMMEDIATE HEALTH EFFECTS
Eye: Contact with the eyes causes severe irritation. Symptoms may include pain, tearing, reddening,
swelling and impaired vision.
Skin: Contact with the skin causes irritation. Symptoms may include pain, itching, discoloration, swelling,
and blistering. Skin contact may cause drying or defatting of the skin. Contact with the skin is not expected
to cause an allergic skin response.
Ingestion: Highly toxic; may be fatal if swallowed. Because of its low viscosity, this material can directly
enter the lungs, if swallowed, or if subsequently vomited. Once in the lungs it is very difficult to remove and
can cause severe injury or death. May be irritating to mouth, throat, and stomach. Symptoms may include
pain, nausea, vomiting, and diarrhea.
Inhalation: Excessive or prolonged breathing of this material may cause central nervous system effects.
Central nervous system effects may include headache, dizziness, nausea, vomiting, weakness, loss of
coordination, blurred vision, drowsiness, confusion, or disorientation. At extreme exposures, central
nervous system effects may include respiratory depression, tremors or convulsions, loss of consciousness,
coma or death.
4111.00 Revision Number: 47 3 of 16 CHEVRON and TEXACO PREMIUM
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DELAYED OR OTHER HEALTH EFFECTS:
Reproduction and Birth Defects: Contains material that may cause harm to the unborn child if inhaled
above the recommended exposure limit.
Cancer: Prolonged or repeated exposure to this material may cause cancer. Gasoline has been classified
as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency for Research on
Cancer(IARC).
Whole gasoline exhaust has been classified as a Group 2B carcinogen (possibly carcinogenic to humans)
by the International Agency for Research on Cancer(IARC).
Contains benzene, which has been classified as a carcinogen by the National Toxicology Program (NTP)
and a Group 1 carcinogen (carcinogenic to humans) by the International Agency for Research on Cancer
(IARC).
Contains naphthalene, which has been classified as a Group 2B carcinogen
nic to
humans) by the International Agency for Research on Cancer(IARC). Contains a hylbenze eewhich has
been classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency
for Research on Cancer(IARC).
Genetic Toxicity: Contains material that may cause heritable genetic damage based on animal data.
Target Organs: Contains material that may cause damage to the following organ(s) following repeated
inhalation at concentrations above the recommended exposure limit:Blood/Blood Forming Organs Risk
depends on duration and level of exposure. See Section 11 for additional information.
Indication of any immediate medical attention and special treatment needed
Note to Physicians: Ingestion of this product or subsequent vomiting may result in aspiration of light
hydrocarbon liquid, which may cause pneumonitis.
SECTION 5 FIRE FIGHTING MEASURES
EXTINGUISHING MEDIA: Use water fog, foam, dry chemical or carbon dioxide (CO2)to extinguish flames.
Unusual Fire Hazards: See Section 7 for proper handling and storage.
PROTECTION OF FIRE FIGHTERS:
Fire Fighting Instructions: For fires involving this material, do not enter any enclosed or confined fire
space without proper protective equipment, including self-contained breathing apparatus.
Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne
solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds
will be evolved when this material undergoes combustion.
SECTION 6 ACCIDENTAL RELEASE MEASURES` I
Protective Measures: Eliminate all sources of ignition in the vicinity of the spill or released vapor. If this
material is released into the work area, evacuate the area immediately. Monitor area with combustible gas
indicator.
Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent
further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing
precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying
non-combustible absorbent materials or pumping. All equipment used when handling the product must be
grounded. A vapor suppressing foam may be used to reduce vapors. Use clean non-sparking tools to
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collect absorbed material. Where feasible and appropriate, remove contaminated soil. Place contaminated
materials in disposable containers and dispose of in a manner consistent with applicable regulations.
+0 Reporting: Report spills to local authorities and/or the U.S. Coast Guard's National Response Center at
(800)424-8802 as appropriate or required.
I SECTION 7 HANDLING AND STORAGE
General Handling Information:Avoid contaminating soil or releasing this material into sewage and
drainage systems and bodies of water.
Precautionary Measures: This product presents an extreme fire hazard. Liquid very quickly evaporates,
even at low temperatures, and forms vapor(fumes)which can catch fire and burn with explosive violence.
Invisible vapor spreads easily and can be set on fire by many sources such as pilot lights, welding
equipment, and electrical motors and switches. Never siphon gasoline by mouth.
Do not store in open or unlabeled containers. READ AND OBSERVE ALL PRECAUTIONS ON PRODUCT
LABEL. Do not get in eyes, on skin, or on clothing. Do not get in eyes. Do not taste or swallow. Do not
breathe vapor or fumes. Wash thoroughly after handling. Keep out of the reach of children.
Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this
material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves,
be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic
charge and/or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning,
sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use
appropriate mitigating procedures.
Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty
container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid,
and/or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill, grind, or expose
such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and
cause injury or death. Empty containers should be completely drained, properly closed, and promptly
returned to a drum reconditioner or disposed of properly.
General Storage Information: DO NOT USE OR STORE near heat, sparks, flames, or hot surfaces .
USE AND STORE ONLY IN WELL VENTILATED AREA. Keep container closed when not in use.
I SECTION 8 EXPOSURE CONTROLS/PERSONAL PROTECTION I
GENERAL CONSIDERATIONS:
Consider the potential hazards of this material (see Section 3), applicable exposure limits,job activities, and
other substances in the work place when designing engineering controls and selecting personal protective
equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful
levels of this material, the personal protective equipment listed below is recommended. The user should
read and understand all instructions and limitations supplied with the equipment since protection is usually
provided for a limited time or under certain circumstances.
ENGINEERING CONTROLS:
Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels
below the recommended exposure limits.
PERSONAL PROTECTIVE EQUIPMENT
Eye/Face Protection: Wear protective equipment to prevent eye contact. Selection of protective equipment
may include safety glasses, chemical goggles, face shields, or a combination depending on the work
operations conducted.
Skin Protection: Wear protective clothing to prevent skin contact. Selection of protective clothing may
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SDS: 2653
include gloves, apron, boots, and complete facial protection depending on operations conducted.
Suggested materials for protective gloves include: Chlorinated Polyethylene (or Chlorosulfonated
Polyethylene), Nitrile Rubber, Polyurethane, Viton.
Respiratory Protection: Determine if airborne concentrations are below the recommended occupational
exposure limits for jurisdiction of use. If airborne concentrations are above the acceptable limits, wear an
approved respirator that provides adequate protection from this material, such as: Air-Purifying Respirator
for Organic Vapors.
When used as a fuel, this material can produce carbon monoxide in the exhaust. Determine if airborne
concentrations are below the occupational exposure limit for carbon monoxide. If not, wear an approved
positive-pressure air-supplying respirator.
Use a positive pressure air-supplying respirator in circumstances where air-purifying respirators may not
provide adequate protection.
Occupational Exposure Limits:
Component Agency TWA STEL Ceiling Notation
Gasoline ACGIH 300 ppm 500 ppm -- A3
(weight) (weight)
Toluene(methylbenzene) ACGIH 50 ppm __ -- Skin A4
(weight)
Toluene(methylbenzene) OSHA Z-2 200 ppm __ 300 ppm __
(weight) (weight)
Xylene(contains o-, m-,& p-xylene ACGIH 100 ppm 150 ppm -- A4
isomers in varying amounts) (weight) (weight)
Xylene(contains o-, m-, & p-xylene OSHA Z-1 435 mg/m3 -- -- --
isomers in varying amounts)
illope Pentane,2,2,4-trimethyl- OSHA Z-1 2350 mg/m3 -- -- --
(Isooctane)
Pentane,2,2,4-trimethyl- ACGIH 300 ppm — -- --
(Isooctane) (weight)
Butane ACGIH 1000 ppm -- -- --
(weight)
Ethanol ACGIH 1000 ppm --
-- A4 A3
(weight)
Ethanol OSHA Z-1 1900 mg/m3 -- -- --
Benzene ACGIH .5 ppm 2.5 ppm __ Skin Al
(weight) (weight) Skin
Benzene OSHA SRS 1 ppm 5 ppm -- —
(weight) (weight)
Benzene OSHA Z-2 10 ppm __ 25 ppm —
(weight) (weight)
Benzene CVX 1 PPm 5 ppm — —
(weight) (weight)
Hexane ACGIH 50 ppm __ -- Skin
(weight)
Hexane OSHA Z-1 1800 mg/m3 — -- --
Heptane ACGIH 400 ppm 500 ppm -- -_
Store Revision Number: 47 6 of 16 CHEVRON and TEXACO PREMIUM
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(weight) (weight)
Heptane OSHA Z-1 2000 mg/m3 -- -_ _-
Ethyl benzene ACGIH 20 ppm 125 ppm A3
(weight) (weight)
Ethyl benzene OSHA Z-1 435 mg/m3
Cyclohexane ACGIH 100 ppm
(weight)
Cyclohexane OSHA Z-1 1050 mg/m3 --
Naphthalene ACGIH 10 ppm 15 ppm Skin
(weight) (weight)
Naphthalene OSHA Z-1 50 mg/m3 _-
Methylcyclohexane ACGIH 400 ppm
(weight)
Methylcyclohexane OSHA Z-1 2000 mg/m3
Refer to the OSHA Benzene Standard (29 CFR 1910.1028) and Table Z-2 for detailed training, exposure
monitoring, respiratory protection and medical surveillance requirements before using this product. Consult
local authorities for appropriate values.
I SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES I
Attention: the data below are typical values and do not constitute a specification.
Color: Colorless to yellow
Physical State: Liquid
Odor: Petroleum odor
Odor Threshold: No data available
pH: Not Applicable
Vapor Pressure: 5 psi - 15 psi (Typical) @ 37.8 °C (100 °F)
Vapor Density(Air= 1): 3-4 (Typical)
Initial Boiling Point: 27.2°C (81°F) -204.4°C (400°F) (Typical)
Solubility: Insoluble in water; miscible with most organic solvents.
Freezing Point: Not Applicable
Melting Point: Not Applicable
Specific Gravity: 0.7 g/ml-0.8 g/ml @ 15.6°C (60.1°F) (Typical)
Viscosity: <1 SUS @ 37.8°C (100°F)
Evaporation Rate: No data available
Decomposition temperature: No Data Available
Octanol/Water Partition Coefficient: 2 -7
FLAMMABLE PROPERTIES:
Flammability(solid, gas): No Data Available
Flashpoint: (Tagliabue Closed Cup ASTM D56) <-45 °C (<-49 °F)
Autoignition: >280 °C (> 536 °F)
Flammability(Explosive) Limits (% by volume in air): Lower: 1.4 Upper: 7.6
I SECTION 10 STABILITY AND REACTIVITY I
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Reactivity: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides,
etc.
Chemical Stability: This material is considered stable under normal ambient and anticipated storage and
handling conditions of temperature and pressure.
Incompatibility With Other Materials: Not applicable
Hazardous Decomposition Products: None known (None expected)
Hazardous Polymerization: Hazardous polymerization will not occur.
SECTION 11 TOXICOLOGICAL INFORMATION
Information on toxicological effects
Serious Eye Damage/Irritation: The eye irritation hazard is based on evaluation of data for product
components.
Skin Corrosion/Irritation: For a 4-hour exposure, the Primary Irritation Index(P11) in rabbits is: 4.8/8.0.
Skin Sensitization: This material did not cause skin sensitization reactions in a Buehler guinea pig test.
Acute Dermal Toxicity: LD50: >3.75g/kg (rabbit).
Acute Oral Toxicity: LD50: >5 ml/kg (rat)
Acute Inhalation Toxicity: 4 hour(s) LD50: >20000mg/m3 (rat).
Acute Toxicity Estimate: Not Determined
Germ Cell Mutagenicity: The hazard evaluation is based on data for components or a similar material.
Carcinogenicity: Refer to ADDITIONAL TOXICOLOGY INFORMATION below. Gasoline has been
classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency for
Research on Cancer(IARC).
Whole gasoline exhaust has been classified as a Group 2B carcinogen (possibly carcinogenic to humans)
by the International Agency for Research on Cancer(IARC).
Contains benzene, which has been classified as a carcinogen by the National Toxicology Program (NTP)
and a Group 1 carcinogen (carcinogenic to humans) by the International Agency for Research on Cancer
(IARC).
Contains naphthalene, which has been classified as a Group 2B carcinogen (possibly carcinogenic to
humans) by the International Agency for Research on Cancer(IARC). Contains ethylbenzene which has
been classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency
for Research on Cancer(IARC).
Reproductive Toxicity: The hazard evaluation is based on data for components or a similar material.
Specific Target Organ Toxicity-Single Exposure: The hazard evaluation is based on data for
components or a similar material.
Specific Target Organ Toxicity-Repeated Exposure: The hazard evaluation is based on data for
components or a similar material.
ADDITIONAL TOXICOLOGY INFORMATION:
Gasolines are highly volatile and can produce significant concentrations of vapor at ambient temperatures.
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Gasoline vapor is heavier than air and at high concentrations may accumulate in confined spaces to
present both safety and health hazards. When vapor exposures are low, or short duration and infrequent,
such as during refueling and tanker loading/unloading, neither total hydrocarbon nor components such as
benzene are likely to result in any adverse health effects. In situations such as accidents or spills where
exposure to gasoline vapor is potentially high, attention should be paid to potential toxic effects of specific
components. Information about specific components in gasoline can be found in Sections 2/3, 8 and 15 of
this MSDS. More detailed information on the health hazards of specific gasoline components can be
obtained calling the Chevron Emergency Information Center(see Section 1 for phone numbers).
Pathological misuse of solvents and gasoline, involving repeated and prolonged exposure to high
concentrations of vapor is a significant exposure on which there are many reports in the medical literature.
As with other solvents, persistent abuse involving repeated and prolonged exposures to high concentrations
of vapor has been reported to result in central nervous system damage and eventually, death. In a study in
which ten human volunteers were exposed for 30 minutes to approximately 200, 500 or 1000 ppm
concentrations of gasoline vapor, irritation of the eyes was the only significant effect observed, based on
both subjective and objective assessments.
Lifetime inhalation of wholly vaporized unleaded gasoline at 2056 ppm has caused increased liver tumors in
female mice and kidney cancer in male rats. In their 1988 review of carcinogenic risk from gasoline, The
International Agency for Research on Cancer(IARC) noted that, because published epidemiology studies
did not include any exposure data, only occupations where gasoline exposure may have occurred were
reviewed. These included gasoline service station attendants and automobile mechanics. IARC also noted
that there was no opportunity to separate effects of combustion products from those of gasoline itself.
Although IARC allocated gasoline a final overall classification of Group 2B, i.e. possibly carcinogenic to
humans, this was based on limited evidence in experimental animals plus supporting evidence including the
presence in gasoline of benzene. The actual evidence for carcinogenicity in humans was considered
inadequate.
MUTAGENICITY: Gasoline was not mutagenic, with or without activation, in the Ames assay(Salmonella
typhimurium), Saccharamyces cerevisesae, or mouse lymphoma assays. In addition, point mutations were
not induced in human lymphocytes. Gasoline was not mutagenic when tested in the mouse dominant lethal
assay. Administration of gasoline to rats did not cause chomosomal aberrations in their bone marrow cells.
EPIDEMIOLOGY: To explore the health effects of workers potentially exposed to gasoline vapors in the
marketing and distribution sectors of the petroleum industry, the American Petroleum Institute sponsored a
cohort mortality study(Publication 4555), a nested case-control study (Publication 4551), and an exposure
assessment study (Publication 4552). Histories of exposure to gasoline were reconstructed for cohort of
more than 18,000 employees from four companies for the time period between 1946 and 1985. The results
of the cohort mortality study indicated that there was no increased mortality from either kidney cancer or
leukemia among marketing and marine distribution employees who were exposed to gasoline in the
petroleum industry, when compared to the general population. More importantly, based on internal
comparisons, there was no association between mortality from kidney cancer or leukemia and various
indices of gasoline exposure. In particular, neither duration of employment, duration of exposure, age at
first exposure, year of first exposure,job category, cumulative exposure, frequency of peak exposure, nor
average intensity of exposure had any effect on kidney cancer or leukemia mortality. The results of the
nested case-control study confirmed the findings of the original cohort study. That is, exposure to gasoline
at the levels experienced by this cohort of distribution workers is not a significant risk factor for leukemia (all
cell types), acute myeloid leukemia, kidney cancer or multiple myeloma.
This product contains cyclohexane.
Cyclohexane primarily affects the central nervous systems of laboratory animals and humans. Acute or
prolonged inhalation of cyclohexane at levels below the recommended exposure limits does not result in
toxic effects while acute exposures to levels above these recommended limits can cause reversible central
nervous system depression. Prolonged exposures of laboratory animals to high levels (up to low thousands
of parts per million) have also caused reversible effects which included hyperactivity, diminished response
to stimuli, and adaptive liver changes while very high levels (high thousands of parts per million)were fatal.
No developmental effects were seen in rats or rabbits following exposures of up to 7000 ppm cyclohexane.
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No reproductive effects occurred in rats, although postnatal pup growth was reduced at 7000 ppm in a
Sire similar manner as observed in the parental animals. Cyclohexane has not been shown to be mutagenic in
several in vitro and in vivo assays and has not produced tumors in several dermal application long-term
bioassays. Based on these results and the lack of any mutagenic or genotoxic metabolites, cyclohexane is
not expected to be mutagenic or genotoxic. Following dermal exposure, cyclohexane is rapidly absorbed,
metabolized,and excreted.
This product contains naphthalene.
GENERAL TOXICITY: Exposure to naphthalene has been reported to cause methemoglobinemia and/or
hemolytic anemia, especially in humans deficient in the enzyme glucose-6-phosphate dehydrogenase.
Laboratory animals given repeated oral doses of naphthalene have developed cataracts. REPRODUCTIVE
TOXICITY AND BIRTH DEFECTS: Naphthalene did not cause birth defects when administered orally to
rabbits, rats, and mice during pregnancy, but slightly reduced litter size in mice at dose levels that were
lethal to the pregnant females. Naphthalene has been reported to cross the human placenta. GENETIC
TOXICITY: Naphthalene caused chromosome aberrations and sister chromatid exchanges in Chinese
hamster ovary cells, but was not a mutagen in several other in-vitro tests.CARCINOGENICITY: In a study
conducted by the National Toxicology Program (NTP), mice exposed to 10 or 30 ppm of naphthalene by
inhalation daily for two years had chronic inflammation of the nose and lungs and increased incidences of
metaplasia in those tissues. The incidence of benign lung tumors (alveolar/bronchiolar adenomas)was
significantly increased in the high-dose female group but not in the male groups. In another two-year
inhalation study conducted by NTP, exposure of rats to 10, 30, and 60 ppm naphthalene caused increases
in the incidences of a variety of nonneoplastic lesions in the nose. Increases in nasal tumors were seen in
both sexes, including olfactory neuroblastomas in females at 60 ppm and adenomas of the respiratory
epithelium in males at all exposure levels. The relevance of these effects to humans has not been
established. No carcinogenic effect was reported in a 2-year feeding study in rats receiving naphthalene at
41 mg/kg/day.
This product contains ethanol (ethyl alcohol).
Chronic ingestion of ethanol can damage the liver, nervous system and heart. Chronic heavy consumption
of alcoholic beverages has been associated with an increased risk of cancer. Ingestion of ethanol during
pregnancy can cause human birth defects such as fetal alcohol syndrome.
This product contains butane.
An atmospheric concentration of 100,000 ppm (10%) butane is not noticeably irritating to the eyes, nose or
respiratory tract, but will produce slight dizziness in a few minutes of exposure. No chronic systemic effect
has been reported from occupational exposure.
This product contains n-hexane.
TARGET ORGAN TOXICITY: Prolonged or repeated ingestion, skin contact or breathing of vapors of
n-hexane has been shown to cause peripheral neuropathy. Recovery ranges from no recovery to complete
recovery depending upon the severity of the nerve damage. Exposure to 1000 ppm n-hexane for 18 hr/day
for 61 days has been shown to cause testicular damage in rats. However, when rats were exposed to
higher concentrations for shorter daily periods (10,000 ppm for 6 h/day, 5 days/wk for 13 weeks), no
testicular lesions were seen.
CARCINOGENICITY: Chronic exposure to commercial hexane (52% n-hexane) at a concentration of
9000ppm was not carcinogenic to rats or to male mice, but did result in an increased incidence of liver
tumors in female mice. No carcinogenic effects were observed in female mice exposed to 900 or 3000 ppm
hexane or in male mice. The relevance for humans of these hexane-induced mouse liver tumors is
questionable.
GENETIC TOXICITY: n-Hexane caused chromosome aberrations in bone marrow of rats, but was negative
in the AMES and mouse lymphoma tests.
This product contains toluene.
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GENERAL TOXICITY: The primary effects of exposure to toluene in animals and humans are on the
central nervous system. Solvent abusers, who typically inhale high concentrations (thousands of ppm)for
brief periods of time, in addition to experiencing respiratory tract irritation, often suffer permanent central
nervous system effects that include tremors, staggered gait, impaired speech, hearing and vision loss, and
changes in brain tissue. Death in some solvent abusers has been attributed to cardiac arrhythmias, which
appear to be have been triggered by epinephrine acting on solvent sensitized cardiac tissue.Although liver
and kidney effects have been seen in some solvent abusers, results of animal testing with toluene do not
support these as primary target organs.
HEARING: Humans who were occupationally exposed to concentrations of toluene as low as 100 ppm for
long periods of time have experienced hearing deficits. Hearing loss, as demonstrated using behavioral and
electrophysiological testing as well as by observation of structural damage to cochlear hair cells, occurred
in experimental animals exposed to toluene. It also appears that toluene exposure and noise may interact
to produce hearing deficits.
COLOR VISION: In a single study of workers exposed to toluene at levels under 50 ppm, small decreases
in the ability to discriminate colors in the blue-yellow range have been reported for female workers. This
effect, which should be investigated further, is very subtle and would not likely have been noticed by the
people tested.
REPRODUCTIVE/DEVELOPMENTAL TOXICITY: Toluene may also cause mental and/or growth
retardation in the children of female solvent abusers who directly inhale toluene (usually at thousands of
ppm)when they are pregnant. Toluene caused growth retardation in rats and rabbits when administered at
doses that were toxic to the mothers. In rats, concentrations of up to 5000 ppm did not cause birth defects.
No effects were observed in the offspring at doses that did not intoxicate the pregnant animals. The
exposure level at which no effects were seen (No Observed Effect Level, NOEL) is 750 ppm in the rat and
500 ppm in the rabbit.
This product contains xylene.
ACUTE TOXICITY: The primary effects of exposure to xylene in animals and humans are on the central
nervous system. In addition,in some individuals, xylene exposure can sensitize cardiac tissue to
epinephrine which may precipitate fatal ventricular fibrillation. DEVELOPMENTAL TOXICITY: Xylene has
been reported to cause developmental toxicity in rats and mice exposed by inhalation during pregnancy.
The effects noted consisted of delayed development and minor skeletal variations. In addition, when
pregnant mice were exposed by ingestion to a level that killed nearly one-third of the test group, lethality
(resorptions) and malformations (primarily cleft palate) occurred. Since xylene can cross the placenta, it
may be appropriate to prevent exposure during pregnancy. GENETIC TOXICITY/CARCINOGENICITY:
Xylene was not genotoxic in several mutagenicity testing assays including the Ames test. In a cancer study
sponsored by the National Toxicology Program (NTP),technical grade xylene gave no evidence of
carcinogenicity in rats or mice dosed daily for two years. HEARING: Mixed xylenes have been shown to
cause measurable hearing loss in rats exposed to 800 ppm in the air for 14 hours per day for six weeks.
Exposure to 1450 ppm xylene for 8 hours caused hearing loss while exposure to 1700 ppm for 4 hours did
not. Although no information is available for lower concentrations, other chemicals that cause hearing loss
in rats at relatively high concentrations do not cause hearing loss in rats at low concentrations. Worker
exposure to xylenes at the permissible exposure limit(100 ppm, time-weighted average) is not expected to
cause hearing loss.
This product contains benzene.
GENETIC TOXICITY/CANCER: Repeated or prolonged breathing of benzene vapor has been associated
with the development of chromosomal damage in experimental animals and various blood diseases in
humans ranging from aplastic anemia to leukemia (a form of cancer). All of these diseases can be fatal. In
some individuals, benzene exposure can sensitize cardiac tissue to epinephrine which may precipitate fatal
ventricular fibrillation.
REPRODUCTIVE/DEVELOPMENTAL TOXICITY: No birth defects have been shown to occur in pregnant
laboratory animals exposed to doses not toxic to the mother. However, some evidence of fetal toxicity such
as delayed physical development has been seen at such levels. The available information on the effects of
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benzene on human pregnancies is inadequate but it has been established that benzene can cross the
human placenta.
OCCUPATIONAL: The OSHA Benzene Standard (29 CFR 1910.1028) contains detailed requirements for
training, exposure monitoring, respiratory protection and medical surveillance triggered by the exposure
level. Refer to the OSHA Standard before using this product.
This product contains ethylbenzene.
BIRTH DEFECTS AND REPRODUCTION: Ethylbenzene is not expected to cause birth defects or other
developmental effects based on well-conducted studies in rabbits and rats sponsored'by NIOSH. Other
studies in rats and mice which reported urinary tract malformations have many deficiencies and have
limited usefulness in evaluating human risk. Reproductive effects are not expected based on a NIOSH
study of fertility, and lack of effects observed for sperm counts and motility, estrous cycle and pathology of
reproductive organs following repeated exposures. HEARING: Statistically significant losses in outer hair
cells (OHCs)were observed in rats exposed to >=200 ppm ethylbenzene, 6 hours/day, 6 days/week for 13
weeks, after an 8-week recovery period. Following longer exposure, inner hair cells losses were also
observed in rats exposed to >=600 ppm ethylbenzene, but only occasionally in rats exposed to 400 ppm.
The Lowest Observed Adverse Effect Level in rats (LOAEL)was 200 ppm for losses of OHCs. Guinea pigs
exposed to ethylbenzene at 2,500 ppm, 6 hours/day for 5 days did not show auditory deficits or losses in
OHCs. The concentration of ethylbenzene used in the JP-8 study was approximately 10 ppm. GENETIC
TOXICITY: Ethylbenzene tested negative in the bacterial mutation test, Chinese Hamster Ovary (CHO) cell
in vitro assay, sister chromatid exchange assay and an unscheduled DNA synthesis assay. Conflicting
results have been reported for the mouse lymphoma cell assay. Increased micronuclei were reported in an
in vitro Syrian hamster embryo cell assay; however, two in vivo micronuclei studies in mice were negative.
In Syrian hamster embryo cells in vitro, cell transformation was observed at 7 days of incubation but not at
24 hours. Based on these results, ethylbenzene is not expected to be mutagenic or clastogenic.
CARCINOGENICITY: In studies conducted by the National Toxicology Program, rats and mice were
exposed to ethylbenzene at 25, 250 and 750 ppm for six hours per day, five days per week for 103 weeks.
In rats exposed to 750 ppm, the incidence of kidney tubule hyperplasia and tumors was increased.
Testicular tumors develop spontaneously in nearly all rats if allowed to complete their natural life span; in
this study, the development of these tumors appeared to be enhanced in male rats exposed to 750 ppm. In
mice, the incidences of lung tumors in males and liver tumors in females exposed to 750 ppm were
increased as compared to control mice but were within the range of incidences observed historically in
control mice. Other liver effects were observed in male mice exposed to 250 and 750 ppm. The incidences
of hyperplasia were increased in the pituitary gland in female mice at 250 and 750 ppm and in the thyroid in
male and female mice at 750 ppm.
SECTION 12 ECOLOGICAL INFORMATION
ECOTOXICITY
This material is expected to be toxic to aquatic organisms and may cause long-term adverse effects in the
aquatic environment.
96 hour(s) LC50: 2.7 mg/I (Oncorhynchus mykiss)
96 hour(s) LC50: 1.8 mg/I (Mysidopsis bahia)
96 hour(s) LC50: 8.3 mg/I (Cyprinodon variegatus)
48 hour(s) LC50: 3.0 mg/I (Daphnia magna)
MOBILITY
No data available.
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PERSISTENCE AND DEGRADABILITY
This material is expected to be readily biodegradable. Following spillage, the more volatile components of
gasoline will be rapidly lost, with concurrent dissolution of these and other constituents into the water.
Factors such as local environmental conditions (temperature, wind, mixing or wave action, soil type, etc),
photo-oxidation, biodegradation and adsorption onto suspended sediments, can contribute to the
weathering of spilled gasoline.
The aqueous solubility of non-oxygenated unleaded gasoline, based on analysis of benzene, toluene,
ethylbenzene+xylenes and naphthalene, is reported to be 112 mg/I. Solubility data on individual gasoline
constituents also available.
POTENTIAL TO BIOACCUMULATE
Bioconcentration Factor: No data available.
Octanol/Water Partition Coefficient: 2 -7
SECTION 13 DISPOSAL CONSIDERATIONS
Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet
the criteria of a hazardous waste as defined by international, country, or local laws and regulations. Check
governmental regulations and local authorities for approved disposal of this material.
SECTION 14 TRANSPORT INFORMATION
The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous
‘1116••#` Goods Regulations, for additional description requirements (e.g., technical name) and mode-specific or
quantity-specific shipping requirements.
DOT Shipping Description: UN1203, GASOLINE, 3, II; OPTIONAL DISCLOSURE: UN1203, GASOLINE,
3, II, MARINE POLLUTANT(GASOLINE)
IMO/IMDG Shipping Description: UN1203, GASOLINE, 3, II, FLASH POINT SEE SECTION 5 OR 9,
MARINE POLLUTANT(GASOLINE)
ICAO/IATA Shipping Description: UN1203, GASOLINE, 3, II
Transport in bulk according to Annex II of MARPOL 73/78 and the IBC code:
Not applicable
SECTION 15 REGULATORY INFORMATION
EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: YES
2. Delayed (Chronic) Health Effects: YES
3. Fire Hazard: YES
4. Sudden Release of Pressure Hazard: NO
5. Reactivity Hazard: NO
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REGULATORY LISTS SEARCHED:
lottor 01-1=IARC Group 1 03=EPCRA 313
01-2A=IARC Group 2A 04=CA Proposition 65
01-2B=IARC Group 2B 05=MA RTK
02=NTP Carcinogen 06=NJ RTK
07=PA RTK
The following components of this material are found on the regulatory lists indicated.
Naphthalene 01-2B, 02, 03, 04, 05, 06, 07
Cyclohexane 03, 05, 06, 07
Heptane 05, 06, 07
Toluene (methylbenzene) 03, 04, 05, 06, 07
Ethyl benzene 01-2B, 03, 04, 05, 06, 07
Methylcyclohexane 05, 06, 07
Hexane 03, 05, 06, 07
Butane 05, 06, 07
Xylene (contains o-, m-, & p- xylene isomers in 03, 05, 06, 07
varying amounts)
Pentane, 2,2,4-trimethyl- (Isooctane) 05, 06, 07
Ethanol 01-1, 02, 04, 05, 06, 07
Gasoline 01-2B, 06, 07
Benzene 01-1, 02, 03, 04, 05, 06, 07
CERCLA REPORTABLE QUANTITIES(RQ)/EPCRA 302 THRESHOLD PLANNING QUANTITIES(TPQ):
i'llo,,, Component Component RQ Component TPQ Product RQ
Benzene 10 lbs None 186 lbs
Cyclohexane 1000 his None 34188 lbs
Ethyl benzene 1000 lbs None 34964 lbs
Hexane 5000 lbs None 129149 lbs
Naphthalene 100 lbs None 4000 lbs
Pentane, 2,2,4-trimethyl- (Isooctane) 1000 lbs None 6270 lbs
Toluene (methylbenzene) 1000 lbs None 2627 lbs
Xylene (contains o-, m-, & p- xylene 100 lbs None 649 lbs
isomers in varying amounts)
CHEMICAL INVENTORIES:
All components comply with the following chemical inventory requirements: AICS (Australia), DSL
(Canada), EINECS (European Union), ENCS (Japan), IECSC (China), KECI (Korea), PICCS (Philippines),
TSCA (United States).
SECTION 16 OTHER INFORMATION
NFPA RATINGS: Health: 1 Flammability: 4 Reactivity: 0
HMIS RATINGS: Health: 2* Flammability: 4 Reactivity: 0
(0-Least, 1-Slight, 2-Moderate, 3-High, 4-Extreme, PPE:- Personal Protection Equipment Index
Nitbsol Revision Number: 47 14 of 16 CHEVRON and TEXACO PREMIUM
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recommendation, *- Chronic Effect Indicator). These values are obtained using the guidelines or published
evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating
Skase Association (for HMIS ratings).
Additional Product Number(s): CPS201024, CPS201050, CPS201051, CPS201058, CPS201060,
CPS201061, CPS201066, CPS201068, CPS201069, CPS201071, CPS201072, CPS201078, CPS201081,
CPS201084, CPS201085, CPS201088, CPS201091, CPS201092, CPS201094, CPS201096, CPS201097,
CPS201098, CPS201101, CPS201103, CPS201114, CPS201117, CPS201193, CPS201213, CPS201214,
CPS201215, CPS201233, CPS201234, CPS201235, CPS201263, CPS201264, CPS201265, CPS201274,
CPS201275, CPS201276, CPS201283, CPS201284, CPS201285, CPS201293, CPS201294, CPS201295,
CPS201853, CPS201854, CPS201861, CPS201862, CPS201863, CPS204006, CPS204007, CPS204008,
CPS204009, CPS204014, CPS204015, CPS204026, CPS204027, CPS204050, CPS204051, CPS204074,
CPS204075, CPS204092, CPS204093, CPS204108, CPS204109, CPS204120, CPS204121, CPS204144,
CPS204145, CPS204168, CPS204169, CPS204192, CPS204193, CPS204204, CPS204205, CPS204211,
CPS204216, CPS204217, CPS204228, CPS204229, CPS204252, CPS204253, CPS204276, CPS204277,
CPS204294, CPS204295, CPS204327, CPS204328, CPS204329, CPS204351, CPS204353, CPS204355,
CPS204357, CPS204362, CPS204363, CPS204368, CPS204369, CPS204374, CPS204375, CPS204380,
CPS204381, CPS204386, CPS204387, CPS204392, CPS204393, CPS204398, CPS204399, CPS204404,
CPS204405, CPS204410, CPS204411, CPS204416, CPS204417, CPS204422, CPS204423, CPS204428,
CPS204429, CPS204434, CPS204435, CPS204440, CPS204441, CPS204443, CPS204447, CPS204451,
CPS204455, CPS204459, CPS204463, CPS204470, CPS204471, CPS204488, CPS204489, CPS204506,
CPS204507, CPS204524, CPS204525, CPS204542, CPS204543, CPS204560, CPS204561, CPS204578,
CPS204579, CPS204596, CPS204597, CPS204614, CPS204615, CPS204632, CPS204633, CPS204650,
CPS204651, CPS204668, CPS204669, CPS204683, CPS204694, CPS204695, CPS204700, CPS204701,
CPS204706, CPS204707, CPS204712, CPS204713, CPS204725, CPS204726, CPS204731, CPS204732,
CPS204741, CPS241766
REVISION STATEMENT: This revision updates the following sections of this Safety Data Sheet: 1-16
Revision Date: MARCH 18, 2015
ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT:
TLV - Threshold Limit Value TWA - Time Weighted Average
STEL - Short-term Exposure Limit PEL - Permissible Exposure Limit
GHS - Globally Harmonized System CAS - Chemical Abstract Service Number
ACGIH - American Conference of Governmental IMO/IMDG - International Maritime Dangerous Goods
Industrial Hygienists Code
API - American Petroleum Institute SDS - Safety Data Sheet
HMIS - Hazardous Materials Information System NFPA - National Fire Protection Association(USA)
DOT - Department of Transportation(USA) NTP - National Toxicology Program (USA)
IARC - International Agency for Research on OSHA - Occupational Safety and Health Administration
Cancer
NCEL - New Chemical Exposure Limit EPA - Environmental Protection Agency
SCBA - Self-Contained Breathing Apparatus
Prepared according to the 29 CFR 1910.1200 (2012) by Chevron Energy Technology Company, 6001
Bollinger Canyon Road San Ramon, CA 94583.
I The above information is based on the data of which we are aware and is believed to be correct
I
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as of the date hereof. Since this information may be applied under conditions beyond our
Strisv control and with which we may be unfamiliar and since data made available subsequent to the
date hereof may suggest modifications of the information, we do not assume any responsibility
for the results of its use. This information is furnished upon condition that the person receiving
it shall make his own determination of the suitability of the material for his particular purpose.
Revision Number: 47 16 of 16 CHEVRON and TEXACO PREMIUM
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Atrium Material Safety Data Sheet
44146101 NFPA Classification DOT/TDG Pictograms WHMIS Classification HMIS PROTECTIVE CLOTHING
Flammability Health 1
Health 0 Reactivity0
Flammability 0r;.°C7
Reactivity 0
Specific Hazard PPE A
tSection I. Chemical Product and Company Identification l
PRODUCT NAME/ Urea, Granular 46-0-0
TRADE NAME
SYNONYM This Material Safety Data Sheet applies to the following MSDS NUMBER: 16008
Agrium products:
Urea, Granular Fertilizer Grade 46-0-0
Urea, Granular Fertilizer Grade(300 SGN)46-0-0
Urea, Granular Fertilizer Grade(330 SGN)46-0-0
Urea, Industrial Grade 46-0-0
Urea, Lawn Grade 46-0-0
Urea, Forestry Grade 46-0-0
Urea, Fines,46-0-0
CHEMICAL NAME Carbamide REVISION NUMBER 1.
CHEMICAL FAMILY Aliphatic amide MSDS prepared by September 16,2009
the Environment,
Health and Safety
Department on:
CHEMICAL FORMULA CO(NH2)2 24 HR EMERGENCY TELEPHONE
MATERIAL USES Agricultural use: Fertilizer. NUMBER:
Industrial applications: Manufacture of specialty
fertilizers. Transportation: 1-800-792-8311
Medical: 1-888-670-8123
MANUFACTURER SUPPLIER
Agrium Agrium
North American Wholesale North American Wholesale
13131 Lake Fraser Drive, S.E. 13131 Lake Fraser Drive, S.E.
Calgary,Alberta, Canada,T2J 7E8 Calgary,Alberta, Canada, T2J 7E8
Agrium U.S. Inc. Agrium U.S. Inc.
Suite 1700,4582 South Ulster St. Suite 1700,4582 South Ulster St.
Denver, Colorado, U.S.A., 80237 Denver, Colorado, U.S.A., 80237
Section II. Hazardous Ingredients
Exposure Limits(ACGIH)
TLV- TLV- STEL STEL CEIL CEIL %by
NAME CAS# TWA TWA m /m 3 ppm mg/m3 ppm Weight
mg/m' ppm g
Urea 57-13-6 — 96-98
Urea reaction products with 68611-64-3 — <3
formaldehyde
Imidodicarbonic diamide(biuret) 108-19-0 — -1
ACGIH TLV notations:
— No assigned TLV
(C)-Ceiling-the concentration not to be exceeded at any time (R)-measured as the Respirable fraction of the aerosol
(I)-measured as the Inhalable fraction of the aerosol (T)-measured as the Thoracic fraction of the aerosol
I Continued on Next Page
I
IUrea, Granular 46-0-0 Page Number:2
TOXICOLOGICAL DATA ON TFI Product Testing Program Results-Urea 46-0-0:^ I
INGREDIENTS
As formulated above:
Acute oral toxicity: 14,300 mg/kg rat; 11,500 mg/kg mouse; 510 mg/kg cattle
Siorl
Chronic oral toxicity, NOAEL:6,750 mg/kg mouse;2,250 mg/kg rat
Ecotoxicity:
Acute toxicity to fish, Barillius barna, LC., 96hr: >9,100 mg/L
Acute toxicity to invertibrates, Daphnia, EC50(24hr)>10,000 mg/L
Acute toxicity to birds,pigeon, LDLo= 16,000 mg/kg subcutaneous
Toxicity to algae, Scenedesmus quadricauda, cell multiplication inhibition, TT(192 hr)>10,000 mg/L
Section Ill. Hazards Identification.
POTENTIAL ACUTE HEALTH Not considered to be toxic for humans under normal conditions of use. However, in keeping
EFFECTS withood industrial hygiene ygiene practises, exposure to any chemical should be kept to a
minimum. This product may cause irritation to the eyes and skin due to mechanical action.
POTENTIAL CHRONIC CARCINOGENIC EFFECTS: NONE by ACGIH, EPA, IARC, OSHA.
HEALTH EFFECTS MUTAGENIC EFFECTS: NONE by ACGIH, EPA, IARC, OSHA.
TERATOGENIC EFFECTS: NONE by ACGIH, EPA, IARC, OSHA.
There is no known effect from chronic exposure to this product. Urea is approved as a food
and cosmetic additive, is an ingredient in clinical preparations, and is a normal human
metabolite found in urine.
Section IV. First Aid Measures
EYE CONTACT May cause eye irritation by mechanical action. Immediately flush eyes with running water for
at least 15 minutes, keeping eyelids open. Obtain medical attention if irritation persists.
MINOR SKIN CONTACT May cause skin irritation due to drying(salt effect). Wash contaminated skin with soap and
water. Cover dry or irritated skin with a good quality skin lotion. If irritation persists, seek
r./ medical attention.
EXTENSIVE SKIN CONTACT No additional information.
MINOR INHALATION Repeated or prolonged inhalation of dust may lead to respiratory irritation. Allow the person to
rest in a well ventilated area. Obtain medical attention if irritation persists.
SEVERE INHALATION No additional information.
SLIGHT INGESTION Do not induce vomiting. Low toxicity. May cause digestive tract irritation,with accompanying
nausea,vomiting and diarrhea. If spontaneous vomiting does occur, lower the head so that
the vomit will not reenter the mouth and throat.
If tolerated,give no more than 1 cup of milk or water for adults or 1/2 cup for children to rinse
the mouth and throat,dilute the stomach contents, and minimize irritation. Obtain medical
attention if irritation persists.
EXTENSIVE INGESTION No additional information.
Section V. Fire and Explosion Data I
THE PRODUCT IS Non-flammable.
AUTO-IGNITION Not applicable.
TEMPERATURE
FLASH POINT Not applicable.
FLAMMABILITY LIMITS Not applicable.
IContinued on Next Page
I
IUrea, Granular 46-0-0 Page Number:3
PRODUCTS OF Material will not burn. Undergoes thermal decomposition at elevated temperatures to produce
COMBUSTION solid cyanuric acid and release toxic and combustible gases(ammonia,carbon dioxide, and
oxides of nitrogen).
FIRE HAZARD IN THE Not applicable.
PRESENCE OF VARIOUS
SUBSTANCES
EXPLOSION HAZARD IN THE May be explosive on contact with halogens such as chlorine. Non-explosive from open flames
PRESENCE OF VARIOUS and sparks, shocks, heat, oxidizing materials, combustible materials, organic materials,
SUBSTANCES metals, acids,alkalis, or moisture.
FIRE FIGHTING MEDIA AND Non-flammable. Material will not burn. Undergoes thermal decomposition at elevated
INSTRUCTIONS temperatures to release toxic and combustible gases(ammonia, carbon dioxide, and oxides
of nitrogen). If fumes or gases are present,fire fighters should wear self-contained breathing
apparatus. Use extinguishing media suitable for surrounding materials.
SPECIAL REMARKS ON Flammable/toxic gases will form at elevated temperatures by thermal decomposition. When
FIRE HAZARDS exposed to heat, ammonia is released.
SPECIAL REMARKS ON May be explosive when mixed with hypochlorites due to the formation of nitrogen trichloride
EXPLOSION HAZARDS which explodes spontaneously in air.
lottSection VI.Accidental Release Measures
MALL SPILL Use appropriate tools to put the spilled solid in a suitable container for intended use or
disposal.
RGE SPILL Prevent additional discharge of material, if possible to do so without hazard. Prevent spills
from entering sewers,watercourses,wells, etc. Product will promote algae growth which
may degrade water quality and taste. Notify downstream water users. Recover and place
material in suitable containers for recycle, reuse, or disposal.
Section VII.Handling and Storage
PRECAUTIONS If user operations generate dust,fume or mist, use ventilation to keep exposure to airborne
contaminants below the exposure limit. Keep out of reach of children.
STORAGE Store in a dry, cool and well ventilated area. Keep away from incompatible materials such as
reducing agents. Do not blend or store in contact with ammonium nitrate. Dry urea and dry
ammonium nitrate will react together to produce a slurry.
Section VIII. Exposure Controls/Personal Protection
ENGINEERING CONTROLS Use process enclosures, local exhaust ventilation, or other engineering controls to keep
airborne levels below recommended exposure limits. If user operations generate dust, use
ventilation to keep exposure to airborne contaminants below the exposure limit.
PERSONAL PROTECTION The selection of personal protective equipment varies, depending upon conditions of use.
Under well controlled conditions where contact with the substance is limited and exposures are
below the occupational exposure limit, normal work clothing may suffice. Where skin and eye
contact may occur as a result of brief periodic exposures, wear long sleeved clothing or
coveralls and safety glasses with side shields.
Wear appropriate respirator when ventilation is inadequate. A filtering facepiece dust mask is
adequate for most applications. A NIOSH approved full facepiece or half mask dust respirator
with N-100 or P-100 filters should be used under conditions where airborne concentrations
may exceed occupational exposure limits. For U.S facilities,a respiratory protection program
that meets OSHA 29 CFR 1910.134 requirements must be followed whenever workplace
conditions warrant a respirator's use.
PERSONAL PROTECTION IN No additional recommendations.
CASE OF LARGE RELEASE
EXPOSURE LIMITS AIHA Workplace Environmental Exposure Limits: 10 mg/m3 TWA for Urea as inhalable dust.
OSHA PEL: 15 mg/m3 for Particulates Not Otherwise Regulated.
Federal, State or Provincial exposure limits may vary by jurisdiction. Consult local authorities
for acceptable exposure limits in your area.
IContinued on Next Page
IUrea, Granular 46-0-0 Page Number:4
Section IX. Physical and Chemical Properties
PHYSICAL STATE AND Granular solid.
APPEARANCE
MOLECULAR WEIGHT 60.06 COLOR White.
pH(10%SOLN/WATER) 8 ODOR Odorless to slightly ammoniacal.
BOILING POINT Decomposes at 135°C ODOR 17 PPM as ammonia.
THRESHOLD
MELTING POINT 132.7°C(270.9°F) TASTE Saline.
CRITICAL TEMPERATURE Not applicable. VOLATILITY Not available.
SPECIFIC GRAVITY g/cc 0.74(Water= 1) SOLUBILITY Easily soluble in hot water. Soluble
in cold water. Partially soluble in
methanol,diethyl ether. Insoluble in
n-octanol.
BULK DENSITY Loose: DISPERSION See solubility in water, methanol,
kg/m3; Ibs/ft3 —721-770 kg/m3; —45-481bs/ft3 PROPERTIES diethyl ether.
Tapped:
-800-809 kg/m3; —49-51 lbs/ft3
VAPOR PRESSURE 0.08 kPa WATER/OIL DIST. Soluble in water.
COEFF.
VAPOR DENSITY Not available.
Section X. Stability and Reactivity Data
STABILITY The product is stable.
INSTABILITY Not available.
TEMPERATURE
Orimei CONDITIONS OF No additional remark.
INSTABILITY
INCOMPATABILITY WITH Reactive with halogens. Slightly reactive with oxidizing agents, reducing agents,acids,alkalis,
VARIOUS SUBSTANCES moisture. Non-reactive with combustible materials, organic materials, most metals.
CORROSIVITY Corrosive to mild steel. Slightly corrosive to aluminum,zinc, or copper. Non-corrosive to
glass, 304 or 316 stainless steel.
SPECIAL REMARKS ON Absorbs moisture from the air. Hygroscopic; keep container tightly closed.
REACTIVITY
SPECIAL REMARKS ON Avoid contact with moisture. Slow hydrolysis
CORROSIVITYma Y produce acids corrosive to metals. Contact
your sales representative or a metallurgical specialist to ensure compatability with your
equipment.
Section Xl. Toxicological Information
SIGNIFICANT ROUTES OF Ingestion. Inhalation.
EXPOSURE
TOXICITY TO ANIMALS See Section II. Under controlled feeding conditions, urea is used as a nutritional supplement
in cattle and other animals. The toxic dose in cattle given urea for the first time is considered
to be 0.45 g/kg or a total of 100-200 g. Mature bulls can digest as much as 400 g a day
without ill effect. As little as 50 g may cause adverse effects in cattle not accustomed to it.
Animal Antidote and Emergency Treatment:
In animals,the cold water-acetic acid treatment may work. The adult cow is given 19-38
liters cold water and 3.8 liters of 5% acetic acid (vinegar) orally. This treatment limits
absorption of ammonia from the rumen by diluting the rumen contents and slowing the rate of
hydrolysis of urea by decreasing rumen pH and temperature. The treatment also promotes
urine flow that, if maintained by fluid therapy, may assure recovery from urea toxicity.
Gaseous or fluid bloat should be relieved before pumping water into the rumen. Consult your
veterinarian immediately.
Continued on Next Page
IUrea, Granular 46-0-0 Page Number:5
SPECIAL REMARKS ON Very low toxicity for humans or animals under normal conditions of careful, responsible use.
TOXICITY TO ANIMALS Urea is used in small quantities as a feed suppliment for livestock. Urea ingestion may be
harmful to wildlife, livestock and birds at body burdens of several thousands of mg/kg if
ingested without adeqate mixing. Clean up all spilled material,especially where bulk fertilizer
loading of equipment occurs to prevent animal overexposure. If used for the manufacture of
feeds, mix thoroughly by making a preblend with one of the ingredients, then adding and
mixing the preblend with all other ingredients. Equivalent protein from Urea should not exceed
one-third of the protein in the mixture.
OTHER EFFECTS ON Our data base contains no additional remark on the toxicity of this product
HUMANS
SPECIAL REMARKS ON No effects.
CHRONIC EFFECTS ON
HUMANS
SPECIAL REMARKS ON May cause irritation of the mucous membranes and upper respiratory tract.
OTHER EFFECTS ON
HUMANS
Section XII. Ecological Information
ECOTOXICITY Will slowly release ammonia and degrade to nitrate. Ammonia is a toxic hazard to fish.
However, ammonia release is slow making urea much less toxic than ammonium salts.
Aquatic toxicity tests indicate 24 Hr exposure at 16,000 mg/L of urea did not kill Creek
Chubs. Urea is added in small quantities as a feed suppliment for cattle. Urea ingestion may
be harmful to mammals and birds at body burdens of several thousands of mg/kg. Ensure
that livestock and wildlife do not ingest urea unless adequately mixed with feed rations. Non-
persistent. Non-cumulative when applied using normal agricultural practises. The product
itself and its products of degradation are not harmful under normal conditions of careful and
responsible use. U.S. D.O.T.: This material is NOT listed as a Marine pollutant.
BOD and COD Not available.
PRODUCTS OF Ammonia, carbon dioxide and water.
DEGRADATION
TOXICITY OF THE The product itself and its products of degradation are not harmful under normal conditions of
PRODUCTS OF use. Avoid spills or releases to watercourses.
DEGRADATION
SPECIAL REMARKS ON THE Urea will promote algae growth which may degrade water quality and taste. Notify
PRODUCTS OF downstream water users. Will dissolve and disperse in water. Reclaiming material may not
DEGRADATION be viable.
Section XIII.Disposal Considerations
WASTE DISPOSAL OR Recover and place material in a suitable container for intended use or disposal. Ensure
RECYCLING disposal complies with government requirements and local regulations.
Section XIV. Transport Information
DOT/TDG CLASSIFICATION Not controlled under DOT(US)or TDG(Canada).
PIN and Shipping Name Not applicable.
SPECIAL PROVISIONS FOR Not applicable.
TRANSPORT
DOT(U.S.A)(Pictograms)
IContinued on Next Page
IUrea, Granular 46-0-0 Page Number;6
Section XV. Other Regulatory Information and Pictograms
OTHER REGULATIONS CANADIAN ENVIRONMENTAL PROTECTION ACT(CEPA):This product and all its components are
on the Domestic Substances List(DSL)and acceptable for use under the provisions of CEPA.
EINECS:This product is on the European Inventory of Existing Commercial Chemical Substances.
CERCLA/SUPERFUND, 40 CFR 117,302:This product contains no Reportable Quantity (RQ)
Substances.
This product is not considered as a priority pollutant as regulated under the Clean Water Act.
TSCA(Toxic Substance Control Act):This product and all its components are listed on the TSCA
Inventory.
CALIFORNIA PROPOSITION 65:This product contains no chemicals known to the State of California
to cause cancer,birth defects,or other reproductive harm.
This product has been classified in accordance with the hazard criteria of the Controlled Products
Regulations and is not subject to control under WHMIS(Canada),or the Hazcom Standard(US).
OTHER CLASSIFICATIONS HCS(U.S.A.) Not controlled under the HCS(United States). Exempt under
1910.1200(b)(6)(x).
DSCL(EEC) Not controlled under DSCL(Europe).
National Fire Protection Hazards presented under acute emergency Fire Hazard
Association(U.S.A.) conditions only:
44, Reactivity
Health < 7,f 0
Specific Hazard
TDG(Pictograms-
Canada)
J
0
DSCL(Europe)
(Pictograms) 0
Lipi
ADR(Europe)
(Pictograms) . 4
Section XVI. Other Information
REFERENCES -Transportation of Dangerous Goods Act and Clear Language Regulations, current revision.
-Canada Gazette Part II, Vol. 122, No. 2 Registration SOR/88-64 31 December, 1987
Hazardous Products Act"Ingredient Disclosure List".
-Domestic Substances List, Canadian Environmental Protection Act.
-29 CFR Part 1910
-33 CFR Parts 151, 153, 154, 156
-40 CFR Parts 1-799
-46 CFR Part 153
-49 CFR Parts 1-199
-American Conference of Governmental Industrial Hygienists, Threshold Limit Values for
Chemical Substances,200 .
-NFPA 704, National Fire Codes Online, National Fire Protection Association,current edition at
time of MSDS preparation.
-Corrosion Data Survey, Sixth Edition, 1985, National Association of Corrosion Engineers
-CHRIS Hazardous Chemical Data: U.S. Coast Guard, Washington, D.C.;
ftri
•
IContinued on Next Page
IUrea, Granular 46-0-0 Page Number:7
Hazardous Substances Data Bank. National Library of Medicine, Bethesda, Maryland;
IRIS: Integrated Risk Information System. U.S. Environmental Protection Agency,Washington,
D.C.;
NIOSH: Pocket Guide to Chemical Hazards. National Institute for Occupational
Stowe Safety and Health, Cincinnati,Ohio;
OHM/TADS:Oil and Hazardous Materials Technical ssistance ata ystem
U.S. Environmental Protection Agency, Washington, D.C.;
RTECS®: Registry of Toxic Effects of Chemical Substances. National Institute for Occupational
afety and Health, Cincinnati, Ohio;
-The Fertilizer Institute Product Testing Program Results, March 2003
-Veterinary Pharmacology and Therapeutics. 5th ed.Ames, Iowa:
Iowa State University Press, 1982.
OTHER SPECIAL Three year review. References updated.
CONSIDERATIONS
FOR FURTHER SAFETY,HEALTH,OR AGRIUM
ENVIRONMENTAL INFORMATION ON Wholesale Environment,Health and Safety
THIS PRODUCT,CONTACT Telephone(780)998-6906 or Fax(780)998-6677
NOTICE TO READER
The buyer assumes all risk in connection with the use of this material. The buyer assumes all responsibility for
ensuring this material is used in a safe manner in compliance with applicable environmental. health and safety laws.
policies and guidelines. Agrium assumes no responsibility or liability for the information supplied on this sheet.
including any damages or injury caused thereby. Agrium does not warrant the fitness of this material for any
particular use and assumes no responsibility for injury or damage caused directly or indirectly by or related to the use
of the material. The information contained in this sheet is developed from what Agrium believes to be accurate
and reliable sources.and is based on the opinions and facts available on the date of preparation.
Appendix C
Erosion and Sediment Control Plan
Stormwater Management Plan
Pollution Prevention Plan
Submitted by Hamrick Engineering, P.C.
For Brookdale
Hamrick Engineering, P.C.
Storm Water Pollution Prevention Plan(SWPPP)
C-1
BROOKDALE
STORMWATER MANAGEMENT CALCULATIONS
Noi„r
HAMRICK ENGINEERING, P.C.
156 LAUREL HILL ROAD
VERONA, VIRGINIA 24482
DATE: 12-12-17
DESIGN NARRATIVE
S,,,, Project Location, Description & Justification
The subject property is located between the south side of Country Green Road and the
north side of Mountainwood Road. Access to the property is via Country Green Road
and Mountainwood Road. The total acreage of the project is 5.756 acres. The property
is bound by a planned residential development to the west side and a vacant residential
property on the east side.
The proposed site development consists of 96 apartment units contained within four
buildings. The developed site also includes a community building, along with all of the
associated parking and utilities. To facilitate the project, Albemarle County issued a
zoning certification for 96 units on September 26, 2017.
Natural Resources and Existing Conditions
Development of the site has been contemplated for a number of years. The site has
been disturbed by grading operations in the past as evidenced by existing manmade
earthen berms and the age of some of the trees. The ground cover consists of dense
trees, thick underbrush, and grass. The Albemarle County Service Authority has a
sewer main running through the property and water mains in both Country Green Road
and Mountainwood Road. Power lines are also located on the property.
No karst or wetland features are located on the property. In addition no known rare,
threatened or endangered species have been located on the property or downstream of
the property.
Stormwater Management
Quantity
The purpose of the following stormwater calculation is to document the proposed
stormwater management system will reduce the post developed runoff from the on-site
generated 1-year, 2-year, and 10-year, 24 hour storm events below the release rate
established by the Virginia Energy Balance Equation. A stormwater detention basin
was chosen as the BMP to act as the stormwater quantity control device.
Hydrographs 1 and 2 establish the 2-year and 25-year combined runoff from both on-
site and off-site areas directed to the stormwater facility during its function as a
temporary sediment basin. Hydrographs 3 and 4 show the routing results of these
storm events. Hydrograph numbers 5, 6, and 7 represent the on-site pre-developed
runoff for the 1, 2, and 10-year, 24 hour events. Hydrographs 8, 9, 10, and 11
represent the on-site post-developed runoff from the 1, 2, 10, and 100-year, 24 hour
events. Hydrographs 12, 13, and 14 show the routing results for the on-site 1, 2, and
10-year storm events. As shown by the calculations, the peak flow from these
hydrographs is less than the allowable release rate established by the Virginia Energy
Balance Equation. Thus, all State and Albemarle County requirements have been
satisfied.
Flooding
Hydrographs 15 and 16 represent the off-site runoff for the10-year and 100-year, 24
hour storm events. Hydrographs 17 and 18 combine hydrographs 15 and 10 and 16
and 11 to establish the total 10-year and 100-year runoff directed to the stormwater
facility. Hydrographs 19 and 20 routes the total 10-year and 100-year events through
the basin determining the basin size and outfall structures are adequately sized to
control the flooding hydrographs within the basin and that all down stream drainage
components are adequate to pass the flooding events.
Quality
Offsite nutrient credits will be purchased to satisfy the 5.11 pounds of phosphorus per
year that must be removed from the development.
Adequate Downstream System
Runoff from this project is directed to an existing 42-inch storm sewer system under
Mountainwood Road. This existing storm sewer and the existing ditch it discharges into
are both adequate.
Soils
The general project soils are defined under separate cover within the attached
k%wi, Stormwater Pollution Prevention Plan and specifically within the project geotechnical
report.
STORMWATER MANAGEMENT CALCULATIONS
Drainage Area
Total on-site area to detention basin = 5.76 acres
Precipitation Data for 24-hour Storms
1 year = 3.05 inches
2year = 3.69 inches
10yr = 5.58 inches
100year = 9.16 inches
Soil Hydrologic Group
Soils are in the C hydrologic group
Existing Runoff Coefficients
7.76 acres woods & grass combo a CN=72
Proposed Runoff Coefficients
*44100, 0.53 acres forest/open space @ CN=70
2.48 acres in managed turf @ CN=74
2.75 acres roof top & pavement @ CN=98
5.76 acre total
Ccomp = 85
Time of Concentration
Existing Conditions
65 LF sheet flow over woods & grass at C=0.20 w/4.62% slope, TC=13.25 min
1180 LF ditch flow w/ H=63.15', TC=6.0 min
Total TC = 13.25+ 6.0 = 19.25 min (use 19.0 min)
Proposed Conditions
22 LF sheet flow over grass at C=0.20 w/ 12.50% slope, TC=6.80 min
209 LF pipe flow w/ H=18.04', TC = 1 .25 min x 0.20 = 0.25 min
857 LF ditch flow w/ H=36.74', TC = 4.90 min
Total TC = 6.80 + 0.25 +4.90 = 11 .95 min (use 12.0 min)
Allowable Release Rate from the Energy Balance Equation
Hydrographs 5, 6, and 7 calculate the pre-development runoff quantities for the 1-year,
2-year, and 10-year, 24 hour rainfall events. The results are as follows:
1 year = 4.85 cfs = glpre
2year = 7.41 cfs = g2pre
1 Oyear = 16.72 cfs = glopre
The pre-developed RV or Q in inches can be computed as follows:
Q = (P - 0.2S)2/ (P + 0.8S)
Where Q = runoff depth in inches
P = rainfall depth in inches or 3.05" for 1 yr, 3.69" for 2yr & 5.58" for 10yr
S = potential maximum retention after runoff begins in inches
CN = curve number
Where S = 1000/CN - 10 or 1000/72 - 10 = 3.89
Thus:
Q1pre= (3.05 - (0.2 x 3.89))2/ (3.05 + (0.8 x 3.89)) = 0.84 Similarly
Q2pre= 1 .25
Qlopre= 2.65
From the results from the State RRM spreadsheet the RV or Q in inches is given as
Q1post = 1 .63
Q2post = 2.18
Qlopost = 3.91
The energy balance equation which determines the allowable release rate can be
solved as follows:
glpost = (0.80 x (glpre x Q1pre)) /Qlpost = (0.80 x (4.85 x 0.84)) / 1 .63 = 2.00 cfs
Cl2post = (0.80 x (g2pre x Q2re)) / Q2post = (0.80 x (7.41 x 1.25)) / 2.18 = 2.18 cfs
g10post = (0.80 x (g10pre x Q10pre)) / QiOpost = (0.80 x (16.72 x 2.65)) / 3.91 = 9.07 cfs
Routing Results
1 yr post release rate = 1.81 cfs < 2.00 (hydrograph no. 12)
2yr post release rate = 2.09 cfs < 2.18 (hydrograph no. 13)
10yr post release rate = 8.67 cfs < 9.07 (hydrograph no. 14)
The total 10-year event is contained within the pond and exits the facility through the
principal spillway. (See hydrograph 19) The total 100-year event is contained within the
S✓ pond and exits the facility through both the principal and emergency spillway. (See
hydrograph 20)
lydrograph Summary Report Page 1
Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph
No. type flow interval peak period hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft)
1 SCS Runoff 27.8 6 726 112,705 2 ---- 2-yr construction
2 SCS Runoff 62.0 6 726 255,873 25 ---- 25-yr construction
3 Reservoir 25.9 6 732 112,705 2 1 460.15 57,687 2-yr construction
4 Reservoir 61.4 6 732 255,872 25 2 460.64 62,588 25-yr construction
5 SCS Runoff 4.8 6 726 16,426 1 ---- 1yr Pre
6 SCS Runoff 7.4 6 726 24,444 2 ---- 2yr Pre
7 SCS Runoff 16.7 6 720 52,013 10 ---- 10yr Pre
8 SCS Runoff 10.4 6 720 31,958 1 ---- lyr Post
9 SCS Runoff 13.9 6 720 42,787 2 ---- 2yr Post
10 SCS Runoff 24.8 6 720 76,600 10 ---- 10yr Post
11 SCS Runoff 45.4 6 720 143,819 100 ---- 100yr Post
12 Reservoir 1.8 6 744 31,958 1 8 453.60 12,564 1yr Route
13 Reservoir 2.1 6 750 42,787 2 9 454.68 17,803 2yr Route
14 Reservoir 8.7 6 738 76,600 10 10 456.58 28,948 10yr Route
15 SCS Runoff 36.5 6 726 147,762 10 ---- 10-yr offsite
16 SCS Runoff 70.5 6 726 288,673 100 ---- 100-yr offsite
1" Combine 59.0 6 726 224,362 10 10+15 Total 10yr
18Combine 111.1 6 726 432,491 100 11 +16 Total 100yr
19 Reservoir 44.4 6 732 224,362 10 17 459.51 51,959 Total 10yr
20 Reservoir 102.6 6 726 432,491 100 18 461.01 66,326 Total 100yr
Pr' file: BROOKDALE.GPW IDF file: Alebmarle.IDF Run date: 12-14-2017
—fir'
Hydrograph Report
Page 1
English
Hyd. No. 1
2-yr construction
Hydrograph type = SCS Runoff Peak discharge = 27.81 cfs
Storm frequency = 2 yrs Time interval = 6 min
Drainage area = 13.19 ac Curve number = 87
Basin Slope = 4.8 % Hydraulic length = 2396 ft
Tc method = LAG Time of conc. (Tc) = 23.1 min
Total precip. = 3.69 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=112,705 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 22.38
12.10 27.81 «
12.20 27.16
12.30 22.09
12.40 16.75
...End
Hydrograph Report
Page 1
English
Hyd. No. 2
25-yr construction
Hydrograph type = SCS Runoff Peak discharge = 62.02 cfs
Storm frequency = 25 yrs Time interval = 6 min
Drainage area = 13.19 ac Curve number = 87
Basin Slope = 4.8 % Hydraulic length = 2396 ft
Tc method = LAG Time of conc. (Tc) = 23.1 min
Total precip. = 6.86 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=255,873 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 51.05
12.10 62.02 «
12.20 59.62
12.30 47.96
...End
Hydrograph Report
Page 1
English
Hyd. No. 3
2-yr construction rt
Hydrograph type = Reservoir Peak discharge = 25.93 cfs
Storm frequency = 2 yrs Time interval = 6 min
Inflow hyd. No. = 1 Reservoir name = POND SB
Max. Elevation = 460.15 ft Max. Storage = 57,687 cuft
Storage Indication method used.
Total Volume=112,705 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.20 27.16 460.15 72.72 1.80 24.14 25.93 «
12.30 22.09 460.13 72.63 1.79 22.82 24.61
12.40 16.75 460.03 72.27 1.77 17.76 19.53
...End
Reservoir Report
Page 1
Reservoir No. 1 - POND SB English
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sgft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 0.0 0.0 Crest Len ft = 15.7 20.0 0.0 0.0
Span in = 30.0 6.0 0.0 0.0 Crest El.ft = 459.51 460.51 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 3.00 0.00 0.00
Invert El.ft = 449.43 456.28 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00
Length ft = 43.0 0.3 0.0 0.0 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .000 .000
Orif. Coeff. = 0.60 0.60 0.00 0.00
Multi-Stage = Yes No No Tailwater Elevation = 0.00 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.00 --- --- 0.00 0.00 --- --- 0.00
2.60 6,202 452.00 27.15 0.00 --- --- 0.00 0.00 --- --- 0.00
4.60 14,164 454.00 43.06 0.00 --- --- 0.00 0.00 --- --- 0.00
6.60 24,926 456.00 54.51 0.00 --- --- 0.00 0.00 --- --- 0.00
8.60 38,840 458.00 63.94 1.15 --- --- 0.00 0.00 --- --- 1.15
10.60 56,191 460.00 72.15 1.76 --- --- 16.15 0.00 --- --- 17.92
11.60 66,205 461.00 75.92 0.00 --- --- 85.66 20.58 --- --- 96.50
12.33 74,222 461.76 78.66 0.00 --- --- 158.96 83.85 --- --- 162.52
Hydrograph Report
Page 1
English
Hyd. No. 4
X 25-yr construction rt
Hydrograph type = Reservoir Peak discharge = 61.37 cfs
Storm frequency = 25 yrs Time interval = 6 min
Inflow hyd. No. = 2 Reservoir name = POND SB
Max. Elevation = 460.64 ft Max. Storage = 62,588 cuft
Storage Indication method used.
Total Volume=255,872 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.00 51.05 460.43 73.79 1.87 41.53 43.40
12.10 62.02 « 460.62 74.50 1.91 54.98 2.24 59.13
12.20 59.62 460.64 74.58 1.92 56.53 2.92 61.37 «
12.30 47.96 460.54 74.20 1.89 49.22 0.64 51.75
12.40 35.90 460.39 73.63 1.86 38.71 40.57
...End
Sim
Reservoir Report
Page 1
Reservoir No. 1 - POND SB English
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sgft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 0.0 0.0 Crest Len ft = 15.7 20.0 0.0 0.0
Span in = 30.0 6.0 0.0 0.0 Crest El.ft = 459.51 460.51 0.00 0.00
i. No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 3.00 0.00 0.00
NIWInvert El.ft = 449.43 456.28 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00
Length ft = 43.0 0.3 0.0 0.0 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .000 .000
Orif. Coeff. = 0.60 0.60 0.00 0.00
Multi-Stage = Yes No No Tailwater Elevation = 0.00 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.00 --- --- 0.00 0.00 --- --- 0.00
2.60 6,202 452.00 27.15 0.00 --- --- 0.00 0.00 --- --- 0.00
4.60 14,164 454.00 43.06 0.00 --- --- 0.00 0.00 --- --- 0.00
6.60 24,926 456.00 54.51 0.00 --- --- 0.00 0.00 --- --- 0.00
8.60 38,840 458.00 63.94 1.15 --- --- 0.00 0.00 --- --- 1.15
10.60 56,191 460.00 72.15 1.76 --- --- 16.15 0.00 --- --- 17.92
11.60 66,205 461.00 75.92 0.00 --- --- 85.66 20.58 --- --- 96.50
12.33 74,222 461.76 78.66 0.00 --- --- 158.96 83.85 --- --- 162.52
Hydrograph Report
Page 1
English
Hyd. No. 5
1 yr Pre
Hydrograph type = SCS Runoff Peak discharge = 4.85 cfs
Storm frequency = 1 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 72
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 19 min
Total precip. = 3.05 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=16,426 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 4.66
12.10 4.85 «
12.20 3.34
...End
fir✓
Hydrograph Report
Page 1
English
Hyd. No. 6
2yr Pre
Hydrograph type = SCS Runoff Peak discharge = 7.41 cfs
Storm frequency = 2 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 72
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 19 min
Total precip. = 3.69 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=24,444 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 7.39
12.10 7.41 «
12.20 4.98
...End
Hydrograph Report
Page 1
English
Hyd. No. 7
Ntioe10yr Pre
Hydrograph type = SCS Runoff Peak discharge = 16.72 cfs
Storm frequency = 10 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 72
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 19 min
Total precip. = 5.58 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=52,013 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.90 10.78
12.00 16.72 «
12.10 15.94
12.20 10.38
...End
Hydrograph Report
Page 1
English
Hyd. No. 8
1 yr Post
Hydrograph type = SCS Runoff Peak discharge = 10.37 cfs
Storm frequency = 1 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 85
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 12 min
Total precip. = 3.05 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=31,958 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.90 6.86
12.00 10.37«
12.10 9.75
12.20 6.28
.End
Hydrograph Report
Page 1
English
Hyd. No. 9
2yr Post
Hydrograph type = SCS Runoff Peak discharge = 13.93 cfs
Storm frequency = 2 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 85
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 12 min
Total precip. = 3.69 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=42,787 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.90 9.41
12.00 13.93 «
12.10 12.93
...End
%err'
r✓
Hydrograph Report
Page 1
English
Hyd. No. 10
ikkipe 10yr Post
Hydrograph type = SCS Runoff Peak discharge = 24.76 cfs
Storm frequency = 10 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 85
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 12 min
Total precip. = 5.58 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=76,600 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.90 17.28
12.00 24.76 «
12.10 22.52
...End
�IrO
Sitar'
Hydrograph Report
Page 1
English
Hyd. No. 11
100yr Post
Hydrograph type = SCS Runoff Peak discharge = 45.39 cfs
Storm frequency = 100 yrs Time interval = 6 min
Drainage area = 5.76 ac Curve number = 85
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 12 min
Total precip. = 9.16 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=143,819 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
11.90 32.47
12.00 45.39 «
12.10 40.66
...End
Hydrograph Report Page 1
English
Hyd. No. 12
1 yr Route
Hydrograph type = Reservoir Peak discharge = 1 .81 cfs
Storm frequency = 1 yrs Time interval = 6 min
Inflow hyd. No. = 8 Reservoir name = POND 1
Max. Elevation = 453.60 ft Max. Storage = 12,564 cuft
Storage Indication method used. Total Volume=31,958 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.00 10.37« 451.86 25.81 1.34 1.34
12.10 9.75 452.68 33.39 1.58 1.58
12.20 6.28 453.25 37.90 1.73 1.73
12.30 3.31 453.53 39.86 1.80 1.80
12.40 1.89 453.60 40.37 1.81 1.81 «
12.50 1.62 453.59 40.33 1.81 1.81
12.60 1.36 453.56 40.13 1.81 1.81
12.70 1.17 453.52 39.79 1.79 1.79
12.80 1.05 453.46 39.36 1.78 1.78
12.90 0.97 453.39 38.88 1.76 1.76
13.00 0.91 453.31 38.34 1.74 1.74
13.10 0.85 453.24 37.77 1.73 1.73
13.20 0.80 453.15 37.17 1.71 1.71
13.30 0.75 453.07 36.54 1.68 1.68
13.40 0.72 452.99 35.89 1.66 1.66
13.50 0.68 452.90 35.21 1.64 1.64
13.60 0.65 452.81 34.51 1.62 1.62
13.70 0.62 452.73 33.79 1.59 1.59
13.80 0.59 452.64 33.05 1.57 1.57
13.90 0.56 452.55 32.29 1.54 1.54
14.00 0.54 452.46 31.51 1.52 1.52
14.10 0.51 452.37 30.72 1.49 1.49
14.20 0.49 452.28 29.89 1.47 1.47
14.30 0.48 452.19 29.08 1.44 1.44
14.40 0.47 452.11 28.22 1.42 1.42
14.50 0.46 452.02 27.38 1.39 1.39
14.60 0.45 451.91 26.36 1.36 1.36
14.70 0.44 451.80 25.28 1.32 1.32
14.80 0.44 451.69 23.95 1.28 1.28
14.90 0.43 451.58 22.60 1.25 1.25
15.00 0.42 451.47 21.03 1.21 1.21
15.10 0.41 451.37 19.50 1.18 1.18
15.20 0.40 451.27 17.97 1.14 1.14
15.30 0.39 451.18 16.53 1.11 1.11
...End
Reservoir Report
Page 1
Reservoir No. 2 - POND 1 English
Sri Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 10.0 30.0 Crest Len ft = 15.7 25.0 0.0 0.0
Span in = 30.0 6.0 10.0 30.0 Crest El.ft = 459.51 460.51 0.00 0.00
No. Barrels = 1 1 2 1 Weir Coeff. = 3.00 3.00 3.00 0.00
Invert El.ft = 449.43 449.43 454.70 456.60 Eqn. Exp. = 1.50 1.50 1.50 0.00
Length ft = 43.0 0.3 0.3 0.3 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = Yes Yes Yes Tailwater Elevation = 3.24 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 0.00 0.00 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.53 0.00 0.00 0.00 0.00 --- --- 0.53
2.60 6,202 452.00 27.15 1.38 0.00 0.00 0.00 0.00 --- --- 1.38
4.60 14,164 454.00 43.06 1.91 0.00 0.00 0.00 0.00 --- --- 1.91
6.60 24,926 456.00 54.51 2.24 4.86 0.00 0.00 0.00 --- --- 7.10
8.60 38,840 458.00 63.94 2.43 8.92 11.85 0.00 0.00 --- --- 23.20
10.60 56,191 460.00 72.15 1.92 10.65 34.65 16.15 0.00 --- --- 63.38
11.60 66,205 461.00 75.92 3.04 16.87 75.92 85.66 25.72 --- --- 101.64
12.33 74,222 461.76 78.66 3.15 17.48 78.66 158.96 104.82 --- --- 183.48
Hydrograph Report
Page 1
English
Hyd. No. 13
Sii,2yr Route
Hydrograph type = Reservoir Peak discharge = 2.09 cfs
Storm frequency = 2 yrs Time interval = 6 min
Inflow hyd. No. = 9 Reservoir name = POND 1
Max. Elevation = 454.68 ft Max. Storage = 17,803 cuft
Storage Indication method used. Total Volume=42,787 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.00 13.93 « 452.54 32.22 1.54 1.54
12.10 12.93 453.60 40.40 1.81 1.81
12.20 8.26 454.29 44.89 1.97 1.97
12.30 4.31 454.57 46.64 2.03 2.03
12.40 2.45 454.66 47.17 2.05 0.03 2.08
12.50 2.09 454.68 47.24 2.05 0.04 2.09 «
12.60 1.76 454.67 47.18 2.05 0.03 2.08
12.70 1.51 454.64 47.01 2.04 0.02 2.06
12.80 1.35 454.60 46.76 2.03 2.03
12.90 1.25 454.55 46.47 2.02 2.02
13.00 1.17 454.49 46.14 2.01 2.01
""`13.10 1.09 454.43 45.79 2.00 2.00
13.20 1.02 454.37 45.40 1.99 199
13.30 0.97 454.31 44.99 1.97 1.97
13.40 0.92 454.24 44.57 1.96 1.96
13.50 0.87 454.17 44.12 1.94 1.94
13.60 0.83 454.09 43.66 1.93 1.93
13.70 0.79 454.02 43.18 1.91 1.91
13.80 0.75 453.92 42.56 1.89 1.89
13.90 0.72 453.82 41.88 1.86 1.86
14.00 0.69 453.72 41.18 1.84 1.84
14.10 0.66 453.61 40.47 1.82 1.82
14.20 0.63 453.51 39.73 1.79 1.79
14.30 0.61 453.40 39.00 1.77 1.77
14.40 0.60 453.30 38.24 1.74 1.74
14.50 0.59 453.20 37.49 1.72 1.72
14.60 0.58 453.10 36.72 1.69 1.69
14.70 0.57 453.00 35.96 1.66 1.66
14.80 0.56 452.90 35.18 1.64 1.64
14.90 0.55 452.80 34.41 1.61 1.61
15.00 0.53 452.70 33.61 1.59 1.59
15.10 0.52 452.61 32.83 1.56 1.56
15.20 0.51 452.52 32.01 1.54 1.54
15.30 0.50 452.42 31.21 1.51 1.51
15.40 0.49 452.33 30.38 1.48 1.48
15.50 0.48 452.24 29.55 1.46 1.46
Sari Continues on next page...
2yr Route Page 2
Hydrograph Discharge Table
rime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.60 0.46 452.16 28.70 1.43 1.43
15.70 0.45 452.07 27.84 1.41 1.41
15.80 0.44 451.98 26.94 1.38 1.38
15.90 0.43 451.86 25.82 1.34 1.34
16.00 0.42 451.74 24.59 1.30 1.30
16.10 0.41 451.63 23.25 1.26 1.26
...End
%kiwi
Iliorse
..End
r✓'
Reservoir Report
Page 1
Reservoir No. 2 - POND 1 English
Star,Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert/ Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 10.0 30.0 Crest Len ft = 15.7 25.0 0.0 0.0
Span in = 30.0 6.0 10.0 30.0 Crest El.ft = 459.51 460.51 0.00 0.00
No. Barrels = 1 1 2 1 Weir Coeff. = 3.00 3.00 3.00 0.00
141600'Invert El.ft = 449.43 449.43 454.70 456.60 Eqn. Exp. = 1.50 1.50 1.50 0.00
Length ft = 43.0 0.3 0.3 0.3 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = Yes Yes Yes Tailwater Elevation = 3.24 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 0.00 0.00 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.53 0.00 0.00 0.00 0.00 --- --- 0.53
2.60 6,202 452.00 27.15 1.38 0.00 0.00 0.00 0.00 --- --- 1.88
4.60 14,164 454.00 43.06 1.91 0.00 0.00 0.00 0.00 --- --- 1.91
6.60 24,926 456.00 54.51 2.24 4.86 0.00 0.00 0.00 --- --- 7.10
8.60 38,840 458.00 63.94 2.43 8.92 11.85 0.00 0.00 --- --- 23.20
10.60 56,191 460.00 72.15 1.92 10.65 34.65 16.15 0.00 --- --- 63.38
11.60 66,205 461.00 75.92 3.04 16.87 75.92 85.66 25.72 --- --- 101.64
12.33 74,222 461.76 78.66 3.15 17.48 78.66 158.96 104.82 --- --- 183.48
rrr
Hydrograph Report
Page 1
English
Hyd. No. 14
Sabi
10yr Route
Hydrograph type = Reservoir Peak discharge = 8.67 cfs
Storm frequency = 10 yrs Time interval = 6 min
Inflow hyd. No. = 10 Reservoir name = POND 1
Max. Elevation = 456.58 ft Max. Storage = 28,948 cuft
Storage Indication method used. Total Volume=76,600 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.10 22.52 455.86 53.80 2.22 4.04 6.26
12.20 14.19 456.46 56.84 2.30 6.09 0.00 8.39
12.30 7.28 456.58 57.39 2.32 6.35 0.00 8.67 <<
12.40 4.10 456.43 56.68 2.30 6.02 0.00 8.32
12.50 3.49 456.21 55.59 2.26 5.50 7.76
12.60 2.93 455.99 54.48 2.24 4.83 7.07
12.70 2.51 455.74 53.18 2.20 3.67 5.86
12.80 2.24 455.52 52.00 2.17 3.33 5.50
...End
Sire
Sim
Reservoir Report
Page 1
English
Reservoir No. 2 - POND 1
NlkisiPond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 10.0 30.0 Crest Len ft = 15.7 25.0 0.0 0.0
Span in = 30.0 6.0 10.0 30.0 Crest El.ft = 459.51 460.51 0.00 0.00
Vo. Barrels = 1 1 2 1 Weir Coeff. = 3.00 3.00 3.00 0.00
Invert El.ft = 449.43 449.43 454.70 456.60 Eqn. Exp. = 1.50 1.50 1.50 0.00
Length ft = 43.0 0.3 0.3 0.3 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = Yes Yes Yes Tailwater Elevation = 3.24 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 0.00 0.00 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.53 0.00 0.00 0.00 0.00 --- --- 0.53
2.60 6,202 452.00 27.15 1.38 0.00 0.00 0.00 0.00 --- --- 1.38
4.60 14,164 454.00 43.06 1.91 0.00 0.00 0.00 0.00 --- --- 1.91
6.60 24,926 456.00 54.51 2.24 4.86 0.00 0.00 0.00 --- --- 7.10
8.60 38,840 458.00 63.94 2.43 8.92 11.85 0.00 0.00 --- --- 23.20
10.60 56,191 460.00 72.15 1.92 10.65 34.65 16.15 0.00 --- --- 63.38
11.60 66,205 461.00 75.92 3.04 16.87 75.92 85.66 25.72 --- --- 101.64
12.33 74,222 461.76 78.66 3.15 17.48 78.66 158.96 104.82 --- --- 183.48
Hydrograph Report
Page 1
English
Hyd. No. 15
*arisoi10-yr offsite
Hydrograph type = SCS Runoff Peak discharge = 36.46 cfs
Storm frequency = 10 yrs Time interval = 6 min
Drainage area = 11.62 ac Curve number = 81
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 21 min
Total precip. = 5.58 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume=147,762 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 29.29
12.10 36.46 «
12.20 35.65
12.30 29.02
12.40 22.04
...End
Hydrograph Report
Page 1
English
Hyd. No. 16
100-yr offsite
Hydrograph type = SCS Runoff Peak discharge = 70.46 cfs
Storm frequency = 100 yrs Time interval = 6 min
Drainage area = 11.62 ac Curve number = 81
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 21 min
Total precip. = 9.16 in Distribution = Type Il
Storm duration = 24 hrs Shape factor = 484
Total Volume=288,673 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.00 57.73
12.10 70.46 «
12.20 67.95
12.30 54.79
...End
Hydrograph Report
Page 1
English
Hyd. No. 17
SiseTotal 10yr
Hydrograph type = Combine Peak discharge = 58.98 cfs
Storm frequency = 10 yrs Time interval = 6 min
1st inflow hyd. No. = 10 2nd inflow hyd. No. = 15
Total Volume=224,362 cuft
Hydrograph Discharge Table
Time 1st Inflow + 2nd Inflow = Outflow
(hrs) cfs cfs cfs
11.90 17.28 18.70 35.98
12.00 24.76 « 29.29 54.05
12.10 22.52 36.46 « 58.98 «
12.20 14.19 35.65 49.83
12.30 7.28 29.02 36.30
...End
Hydrograph Report
Page 1
English
Hyd. No. 18
Total 100yr
Hydrograph type = Combine Peak discharge = 111.12 cfs
Storm frequency = 100 yrs Time interval = 6 min
1st inflow hyd. No. = 11 2nd inflow hyd. No. = 16
Total Volume=432,491 cuft
Hydrograph Discharge Table
Time 1st Inflow + 2nd Inflow = Outflow
(hrs) cfs cfs cfs
11.90 32.47 38.00 70.48
12.00 45.39 « 57.73 103.13
12.10 40.66 70.46 « 111.12 «
12.20 25.33 67.95 93.28
12.30 12.83 54.79 67.62
...End
Hydrograph Report
Page 1
English
Hyd. No. 19
ishiloe Total 10yr
Hydrograph type = Reservoir Peak discharge = 44.44 cfs
Storm frequency = 10 yrs Time interval = 6 min
Inflow hyd. No. = 17 Reservoir name = POND 1
Max. Elevation = 459.51 ft Max. Storage = 51,959 cuft
Storage Indication method used.
Total Volume=224,362 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.10 58.98 « 458.96 68.00 2.33 10.29 25.06 37.68
12.20 49.83 459.51 70.23 2.26 11.01 30.46 0.71 44.44«
12.30 36.30 459.47 70.06 2.27 10.96 30.07 0.44 43.74
12.40 26.13 459.05 68.38 2.32 10.42 26.07 38.80
12.50 18.72 458.53 66.19 2.39 9.70 19.37 31.46
...End
r/
Reservoir Report
Page 1
Reservoir No. 2 - POND 1 English
S.10,Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuff
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 10.0 30.0 Crest Len ft = 15.7 25.0 0.0 0.0
Span in = 30.0 6.0 10.0 30.0 Crest El.ft = 459.51 460.51 0.00 0.00
No. Barrels = 1 1 2 1 Weir Coeff. = 3.00 3.00 3.00 0.00
"Invert El.ft = 449.43 449.43 454.70 456.60 Eqn. Exp. = 1.50 1.50 1.50 0.00
Length ft = 43.0 0.3 0.3 0.3 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = Yes Yes Yes Tailwater Elevation = 3.24 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 0.00 0.00 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.53 0.00 0.00 0.00 0.00 --- --- 0.53
2.60 6,202 452.00 27.15 1.38 0.00 0.00 0.00 0.00 --- --- 1.38
4.60 14,164 454.00 43.06 1.91 0.00 0.00 0.00 0.00 --- --- 1.91
6.60 24,926 456.00 54.51 2.24 4.86 0.00 0.00 0.00 --- --- 7.10
8.60 38,840 458.00 63.94 2.43 8.92 11.85 0.00 0.00 --- --- 23.20
10.60 56,191 460.00 72.15 1.92 10.65 34.65 16.15 0.00 --- --- 63.38
11.60 66,205 461.00 75.92 3.04 16.87 75.92 85.66 25.72 --- --- 101.64
12.33 74,222 461.76 78.66 3.15 17.48 78.66 158.96 104.82 --- --- 183.48
err
Hydrograph Report
Page 1
English
Hyd. No. 20
kriodTotal 100yr
Hydrograph type = Reservoir Peak discharge = 102.58 cfs
Storm frequency = 100 yrs Time interval = 6 min
Inflow hyd. No. = 18 Reservoir name = POND 1
Max. Elevation = 461.01 ft Max. Storage = 66,326 cuft
Storage Indication method used. Total Volume=432,491 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.00 103.13 460.24 73.07 1.24 6.92 31.12 29.39 68.67
12.10 111.12« 461.01 75.96 3.04 16.88 75.96 86.63 26.62 102.58 «
12.20 93.28 461.01 75.94 3.04 16.88 75.94 86.17 26.20 102.14
12.30 67.62 460.65 74.61 2.98 16.58 74.61 57.26 4.06 78.67
12.40 48.29 460.13 72.65 1.36 7.57 34.05 23.08 66.05
...End
Reservoir Report
Page 1
Reservoir No. 2 - POND 1 English
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuft
0.00 449.43 200 0 0
0.60 450.00 2,200 684 684
2.60 452.00 3,318 5,518 6,202
4.60 454.00 4,644 7,962 14,164
6.60 456.00 6,118 10,762 24,926
8.60 458.00 7,796 13,914 38,840
10.60 460.00 9,555 17,351 56,191
11.60 461.00 10,473 10,014 66,205
12.33 461.76 11,491 8,017 74,222
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 30.0 6.0 10.0 30.0 Crest Len ft = 15.7 25.0 0.0 0.0
Span in = 30.0 6.0 10.0 30.0 Crest El.ft = 459.51 460.51 0.00 0.00
No. Barrels = 1 1 2 1 Weir Coeff. = 3.00 3.00 3.00 0.00
11"'"Invert El.ft = 449.43 449.43 454.70 456.60 Eqn. Exp. = 1.50 1.50 1.50 0.00
Length ft = 43.0 0.3 0.3 0.3 Multi-Stage = Yes No No No
Slope% = 4.07 0.00 0.00 0.00
N-Value = .010 .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = Yes Yes Yes Tailwater Elevation = 3.24 ft
Note:All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 449.43 0.00 0.00 0.00 0.00 0.00 0.00 --- --- 0.00
0.60 684 450.00 2.31 0.53 0.00 0.00 0.00 0.00 --- --- 0.53
2.60 6,202 452.00 27.15 1.38 0.00 0.00 0.00 0.00 --- --- 1.38
4.60 14,164 454.00 43.06 1.91 0.00 0.00 0.00 0.00 --- --- 1.91
6.60 24,926 456.00 54.51 2.24 4.86 0.00 0.00 0.00 --- --- 7.10
8.60 38,840 458.00 63.94 2.43 8.92 11.85 0.00 0.00 --- --- 23.20
10.60 56,191 460.00 72.15 1.92 10.65 34.65 16.15 0.00 --- --- 63.38
11.60 66,205 461.00 75.92 3.04 16.87 75.92 85.66 25.72 --- --- 101.64
12.33 74,222 461.76 78.66 3.15 17.48 78.66 158.96 104.82 --- --- 183.48
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BROOKDALE
TEMPORARY SEDIMENT BASIN CALCULATIONS
HAMRICK ENGINEERING, P. C.
156 LAUREL HILL ROAD
VERONA, VIRGINIA 24482
DATE: 12-12-2017
Temporary Sediment Basin Design
•
Area = 13.19 acres, (8.64 off-site and 4.55 on-site)
Use a composite runoff curve value of 87 representing 4.55 acres of bare dirt at CN=93
and 8.64 in apartments at CN=84.
Thus Q2 = 27.81 (hydrograph # 1)
025 = 62.02 (hydrograph # 2)
Model outlet structure with 6" orifice invert at 456.28 and assume beginning basin water
surface elevation is at invert elevation. Top of structure is 459.51, which begins weir
flow. Pipe outfall is 43 L. F. of 30" at 4.07% slope.
Per the attached storage elevation curve and routing calculations the basin, as
designed, meets or exceeds all required criteria.
1992 3.14
TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET
(with or without an emergency spillway)
Project //3/- 01--c/4 le
Basin # ani / Location AZr'7'4 eves f Goy-&'e - O7' s<Te
Total area draining to basin: /3, 17 acres.
Basin Volume Design
Wet Storage:
1. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres).
67 cu. yds. x /3,// acres = 883.73 cu. yds. = Z 3, t'60, ?/ G.lc
2. Available basin volume = 1,83.n cu. yds. at elevation ¢�",z?. (From
storage - elevation curve)
3. Excavate l ooy cu. yds. to obtain required volume*.
* Elevation corresponding to required volume = invert of the dewatering
orifice.
4. Available volume before cleanout required.
33 cu. yds. x /317 acres = ¢3S;z7 cu. yds. _ //, ?SZ, zq
5. Elevation corresponding to cleanout level = 4c), 77.
(From Storage - Elevation Curve)
6. Distance from invert of the dewatering orifice to cleanout level = Z. 5I ft.
(Min. = 1.0 ft.)
Dry Storage:
7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres).
67 cu. yds. x /3,/1 acres = 883. 7? cu. yds. = z 3, g6o.7/ C.,f'
III - 112
1992
4?, WI.14 c.i 3.14
8. Total available basin volume at crest of riser* = 4 76?, cu. yds. at
fir. elevation 4 S9,57. (From Storage - Elevation Curve)
* Minimum = 134 cu. yds./acre of total drainage area.
9. Diameter of dewatering orifice = (o in.
10. Diameter of flexible tubing = g in.(diameter of dewatering orifice
plus 2 inches).
Preliminary Design Elevations
11. Crest of Riser = 4 5-9. 6/
Top of Dam =
Design High Water = 40. 6¢
Upstream Toe of Dam = 44-9. ¢3 ~Now., Basin Shape
12. Length of Flow L = /e94.. L s
Effective Width We 30, 1/ - 3. S/
If > 2, baffles are not required
If < 2, baffles are required
Runoff
13. Q2 = 2.7, cfs (From Chapter 5)( rt.( i-r® rA On I\
62 , D
14. Q25 = cfs (From Chapter 5) C h yd- ra 0.1 2.)
Principal Spillway Design
15. With emergency spillway, required spillway capacity Qp = Q2 = 21 g cfs.
(riser and barrel)
Without emergency spillway,required spillway capacity Qp = Q25 = cfs.
(riser and barrel)
III - 113
1992 3.14
16. With emergency spillway:
fire
Assumed available head (h) = ft. (Using Q2)
h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation
Without emergency spillway:
CI�
Assumed available head (h) = ft. (Using Q25)
h = Design High Water Elevation - Crest of Riser Elevation
17. Riser diameter (Dr) = in. Actual head (h) = ft.
(From Plate 3.14-8.) ktr,
Note: Avoid orifice flow conditions.
18. Barrel length (1) = ft.
Head (H) on barrel through embankment = ft.
(From Plate 3.14-7).
19. Barrel diameter = in. •,
(From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]).
20. Trash rack and anti-vortex device
Diameter = inches.
Height = inches.
\t")
(From Table 3.14-D).
Emergency Spillway Design
21. Required spillway capacity Qe = Q25 - Qp = cfs.
22. Bottom width (b) = ft.; the slope of the exit channel (s) =
ft./foot; and the minimum length of the exit channel (x) =
ft.
Sor (From Table 3.14-C).
III - 114
1992 3.14
Anti-Seep Collar Design
23. Depth of water at principal spillway crest (Y) = ft. Q
Slope of upstream face of embankment (Z) = :1. 4
Slope of principal spillway barrel (Sb) = % Q► $13
Length of barrel in saturated zone (L5) = ft. a
24. Number of collars required = dimensions = o
(from Plate 3.14-12).
Final Design Elevations a
25. Top of Dam = O
Design High Water = 4.66,64-
Emergency Spillway Crest = 41--C. 57
Principal Spillway Crest = 469- 57
f
Dewatering Orifice Invert = 4.56)- g
Cleanout Elevation = 463. 77
Elevation of Upstream Toe of Dam
or Excavated Bottom of "Wet Storage 44-1.43
Area" (if excavation was performed) =
•
III - 115
Stage (ft)
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BROOKDALE
STORM SEWER CALCULATIONS
HAMRICK ENGINEERING, P.C.
156 LAUREL HILL ROAD
VERONA, VIRGINIA 24482 .
DATE: 12-12-17
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Appendix D
Permit Registration Statement
Permit Coverage Letter
and
*41.1„0, Delegation of Authority Form
Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
D-1
Registration Statement
General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
(Please Type or Print All Information)
1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item #12 must be
signed by the appropriate person associated with this operator.)
Name: Brookdale Partners, LP, a Virginia Limited Partnership
Contact: William N. Park
Mailing Address: 1821 Avon Street Suite 200
City: Charlottesville State: VA Zip: 22902 phone: 434-979-2900
Email address(if available): wparkepinnacleconstructionva.com
Indicate if DEQ may transmit general permit correspondence electronically: Yes❑ No
2. Existing General Permit Registration Number(for renewals only): N/A
3. Name and Location of the Construction Activity:
Name: Brookdale
Address(if available):
City: State: Zip:
County(if not located within a City): Albemarle County
Latitude(decimal degrees): N 38.006919 Longitude(decimal degrees): W 78.522851
Name and Location of all Off-site Support Activities to be covered under the general permit:
Name:
Address(if available):
City: State: Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
4. Status of the Construction Activity(check only one): Federal❑ State❑ Public❑ Private 0
5. Nature of the Construction Activity(e.g.,commercial,industrial,residential,agricultural,oil and gas,etc.):
Multi-family residential
6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC):
Name: Moores Creek Name:
HUC: JR15 HUC:
7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the MS4 operator:
N/A
8. Estimated Project Start and Completion Date:
Start Date(mm/dd/yyyy): 6/1/18 Completion Date(mm/dd/yyyy): 6/1/20
9. Total Land Area of Development(to the nearest one-hundredth acre): 5.76
Estimated Area to be Disturbed(to the nearest one-hundredth acre): 5.55 •
10. Is the area to be disturbed part of a larger common plan of development or sale? Yes❑ No 0
11. A stormwater pollution prevention plan (SWPPP)must be prepared in accordance with the requirements of the General
VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement.
By signing this Registration Statement the operator is certifying that the SWPPP has been prepared.
12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document
and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and
evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering the inf..-- '.n, the information submitted is to the best of my knowledge and belief true,
accurate, and complete. I am aware at there - e significant penalties for submitting false information including the possibility of
fine and imprisonment for • olations."
Printed Name: Wi Title: Manager of Gen1 Partner
Signature: % Date: it//7/20/7
(Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in
Item#1.)
07/2014
Page 1 of 1
Appendix I — Delegation of Authority Form
Delegation of Authority
I, (name), hereby designate the person or specifically described
position below to be a duly authorized representative for the purpose of overseeing compliance
with environmental requirements, including the Construction General Permit, at the
construction site. The designee is authorized to
sign any reports,stormwater pollution prevention plans and all other documents required by the
permit.
(name of person or position)
(company)
(address)
(city, state, zip)
(phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation
as set forth in (Reference State Permit),and that the
designee above meets the definition of a"duly authorized representative"as set forth in
(Reference State Permit).
Some
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 gathered and evaluated the information submitted. Based on my inquiry of the person
or persons who manage the system,or those persons directly responsible for gathering the
information,the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations.
Name:
Company:
Title:
Signature:
Date:
Appendix E
VPDES Storm Water Construction Permit
Hamrick Engineering,P.C.
Storm Water Pollution Prevention Plan(SWPPP)
E-1
x -r
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
General Permit No.: VAR10
Effective Date: July 1, 2014
Expiration Date: June 30, 2019
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION
ACTIVITIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT
In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia
Stormwater Management Act and regulations adopted pursuant thereto, operators of construction
activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of
Virginia, except those specifically named in State Water Control Board regulations that prohibit such
discharges.
The authorized discharge shall be in accordance with this cover page, Part I - Discharge Authorization
and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions
Applicable to All VPDES Permits as set forth herein.
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PART I
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
1. During the period beginning with the date of coverage under this general permit and lasting until the
general permit's expiration date, the operator is authorized to discharge stormwater from construction
activities.
2. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or
asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal
areas, borrow areas) located on-site or off-site provided that:
a. The support activity is directly related to the construction activity that is required to have general
permit coverage for discharges of stormwater from construction activities;
b. The support activity is not a commercial operation, nor does it serve multiple unrelated
construction activities by different operators;
c. The support activity does not operate beyond the completion of the last construction activity it
supports;
d. The support activity is identified in the registration statement at the time of general permit
coverage;
e. Appropriate control measures are identified in a stormwater pollution prevention plan and
implemented to address the discharges from the support activity areas; and
f. All applicable state,federal, and local approvals are obtained for the support activity.
B. Limitations on coverage.
1. Post-construction discharges. This general permit does not authorize stormwater discharges that
originate from the site after construction activities have been completed and the site, including any
support activity sites covered under the general permit registration, has undergone final stabilization.
Post-construction industrial stormwater discharges may need to be covered by a separate VPDES
permit.
2. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are
mixed with sources of nonstormwater, other than those discharges that are identified in Part I E
(Authorized nonstormwater discharges)and are in compliance with this general permit.
3. Discharges covered by another state permit. This general permit does not authorize discharges of
stormwater from construction activities that have been covered under an individual permit or required
to obtain coverage under an alternative general permit.
4. Impaired waters and TMDL limitation. Discharges of stormwater from construction activities to surface
waters identified as impaired in the 2012 § 305(b)/303(d) Water Quality Assessment Integrated
Report or for which a TMDL wasteload allocation has been established and approved prior to the
term of this general permit for (i) sediment or a sediment-related parameter (i.e., total suspended
solids or turbidity)or(ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this
general permit unless the operator develops, implements, and maintains a SWPPP that minimizes
the pollutants of concern and, when applicable, is consistent with the assumptions and requirements
of the approved TMDL wasteload allocations. In addition, the operator shall implement the following
items:
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a. The impaired water(s), approved TMDL(s), and pollutant(s)of concern, when applicable, shall be
identified in the SWPPP;
b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days
after final grade is reached on any portion of the site;
c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved
nutrient management plan and shall not be applied during rainfall events; and
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as
follows:
(1) Inspections shall be conducted at a frequency of(i) at least once every four business days or
(ii) at least once every five business days and no later than 48 hours following a measurable
storm event. In the event that a measurable storm event occurs when there are more than 48
hours between business days, the inspection shall be conducted on the next business day;
and
(2) Representative inspections used by utility line installation, pipeline construction, or other
similar linear construction activities shall inspect all outfalls discharging to surface waters
identified as impaired or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit.
5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously
covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A
3 c are not eligible for coverage under this general permit unless the operator implements the
following:
a. The exceptional water(s) shall be identified in the SWPPP;
b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days
after final grade is reached on any portion of the site;
c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved
nutrient management plan and shall not be applied during rainfall events; and
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as
follows:
(1) Inspections shall be conducted at a frequency of(i) at least once every four business days or
(ii) at least once every five business days and no later than 48 hours following a measurable
storm event. In the event that a measurable storm event occurs when there are more than 48
hours between business days, the inspection shall be conducted on the next business day;
and
(2) Representative inspections used by utility line installation, pipeline construction, or other
similar linear construction activities shall inspect all outfalls discharging to exceptional waters.
6. There shall be no discharge of floating solids or visible foam in other than trace amounts.
C. Commingled discharges. Discharges authorized by this general permit may be commingled with other
sources of stormwater that are not required to be covered under a state permit, so long as the
commingled discharge is in compliance with this general permit. Discharges authorized by a separate
state or VPDES permit may be commingled with discharges authorized by this general permit so long as
all such discharges comply with all applicable state and VPDES permit requirements.
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D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I C, and I E, all discharges
covered by this general permit shall be composed entirely of stormwater associated with construction
activities. All other discharges including the following are prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds,
and other construction materials;
3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance;
4. Oils, toxic substances, or hazardous substances from spills or other releases; and
5. Soaps, solvents, or detergents used in equipment and vehicle washing.
E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction
activities are authorized by this general permit when discharged in compliance with this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been
used and the wash water has been filtered, settled, or similarly treated prior to discharge;
4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge;
Sow., 5. Potable water sources, including uncontaminated waterline flushings;
6. Routine external building wash down where soaps, solvents or detergents have not been used and
the wash water has been filtered, settled, or similarly treated prior to discharge;
7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or
where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or
detergents have not been used; and where the wash water has been filtered, settled, or similarly
treated prior to discharge;
8. Uncontaminated air conditioning or compressor condensate;
9. Uncontaminated ground water or spring water;
10. Foundation or footing drains where flows are not contaminated with process materials such as
solvents;
11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have
been filtered, settled, or similarly treated prior to discharge; and
12. Landscape irrigation.
F. Termination of general permit coverage.
1. The operator of the construction activity shall submit a notice of termination in accordance with
9VAC25-880-60 to the VSMP authority after one or more of the following conditions have been met:
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a. Necessary permanent control measures included in the SWPPP for the site are in place and
functioning effectively and final stabilization has been achieved on all portions of the site for which
the operator is responsible. When applicable, long term responsibility and maintenance
requirements shall be recorded in the local land records prior to the submission of a notice of
termination;
b. Another operator has assumed control over all areas of the site that have not been finally
stabilized and obtained coverage for the ongoing discharge;
c. Coverage under an alternative VPDES or state permit has been obtained; or
d. For residential construction only, temporary soil stabilization has been completed and the
residence has been transferred to the homeowner.
2. The notice of termination should be submitted no later than 30 days after one of the above conditions
in subdivision 1 of this subsection is met. Authorization to discharge terminates at midnight on the
date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through
1 d of this subsection. Termination of authorizations to discharge for the conditions set forth in
subdivision 1 a of this subsection shall be effective upon notification from the department that the
provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of the notice
of termination, whichever occurs first.
3. The notice of termination shall be signed in accordance with Part Ill K of this general permit.
G.Water quality protection.
1. The operator must select, install, implement and maintain control measures as identified in the
SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that
the operator's discharge does not cause or contribute to an excursion above any applicable water
quality standard.
2. If it is determined by the department that the operator's discharges are causing, have reasonable
potential to cause, or are contributing to an excursion above any applicable water quality standard,
the department, in consultation with the VSMP authority, may take appropriate enforcement action
and require the operator to:
a. Modify or implement additional control measures in accordance with Part II B to adequately
address the identified water quality concerns;
b. Submit valid and verifiable data and information that are representative of ambient conditions and
indicate that the receiving water is attaining water quality standards; or
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter must include a signed certification consistent with Part
III K.
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PART II
NIlisle STORMWATER POLLUTION PREVENTION PLAN
A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a
registration statement and implemented for the construction activity, including any support activity,
covered by this general permit. SWPPPs shall be prepared in accordance with good engineering
practices. Construction activities that are part of a larger common plan of development or sale and disturb
less than one acre may utilize a SWPPP template provided by the department and need not provide a
separate stormwater management plan if one has been prepared and implemented for the larger
common plan of development or sale.
The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans
such as a spill prevention control and countermeasure (SPCC) plan developed for the site under§ 311 of
the federal Clean Water Act or best management practices (BMP) programs otherwise required for the
facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II A. All
plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan
incorporated by reference does not contain all of the required elements of the SWPPP, the operator must
develop the missing elements and include them in the SWPPP.
Any operator that was authorized to discharge under the general permit issued in 2009, and that intends
to continue coverage under this general permit, shall update its stormwater pollution prevention plan to
comply with the requirements of this general permit no later than 60 days after the date of coverage under
this general permit.
A. Stormwater pollution prevention plan contents. The SWPPP shall include the following items:
1. General information.
a. A signed copy of the registration statement, if required, for coverage under the general VPDES
permit for discharges of stormwater from construction activities;
b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of
stormwater from construction activities (i.e., notice of coverage letter);
c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction
activities;
d. A narrative description of the nature of the construction activity, including the function of the
project(e.g., low density residential, shopping mall, highway, etc.);
e. A legible site plan identifying:
(1) Directions of stormwater flow and approximate slopes anticipated after major grading
activities;
(2) Limits of land disturbance including steep slopes and natural buffers around surface waters
that will not be disturbed;
(3) Locations of major structural and nonstructural control measures, including sediment basins
and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or
similarly treat sediment, that will be installed between disturbed areas and the undisturbed
vegetated areas in order to increase sediment removal and maximize stormwater infiltration;
(4) Locations of surface waters;
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(5) Locations where concentrated stormwater is discharged;
(6) Locations of support activities, when applicable and when required by the VSMP authority,
including but not limited to (i) areas where equipment and vehicle washing, wheel wash
water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels,
fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling
and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on
the construction site; and (vi)construction waste storage; and
(7) When applicable, the location of the on-site rain gauge or the methodology established in
consultation with the VSMP authority used to identify measurable storm events for inspection
purposes.
2. Erosion and sediment control plan.
a. An erosion and sediment control plan approved by the VESCP authority as authorized under the
Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as
defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan
prepared in accordance with annual standards and specifications approved by the department.
Any operator proposing a new stormwater discharge from construction activities that is not
required to obtain erosion and sediment control plan approval from a VESCP authority or does
not adopt department-approved annual standards and specifications shall submit the erosion and
sediment control plan to the department for review and approval.
b. All erosion and sediment control plans shall include a statement describing the maintenance
responsibilities required for the erosion and sediment controls used.
c. A properly implemented approved erosion and sediment control plan, "agreement in lieu of a
Skrr?' plan," or erosion and sediment control plan prepared in accordance with department-approved
annual standards and specifications, adequately:
(1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion;
(2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to
minimize erosion at outlets and to minimize downstream channel and stream bank erosion;
(3) Minimizes the amount of soil exposed during the construction activity;
(4) Minimizes the disturbance of steep slopes;
(5) Minimizes sediment discharges from the site in a manner that addresses (i) the amount,
frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater
runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the
site;
(6) Provides and maintains natural buffers around surface waters, directs stormwater to
vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless
infeasible;
(7) Minimizes soil compaction and, unless infeasible, preserves topsoil;
(8) Ensures that stabilization of disturbed areas will be initiated immediately whenever any
clearing, grading, excavating, or other land-disturbing activities have permanently ceased on
any portion of the site, or temporarily ceased on any portion of the site and will not resume for
a period exceeding 14 days; and
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(9) Utilizes outlet structures that withdraw stormwater from the surface (i.e., above the
Strie permanent pool or wet storage water surface elevation), unless infeasible, when discharging
from sediment basins or sediment traps.
3. Stormwater management plan.
a. New construction activities. A stormwater management plan approved by the VSMP authority as
authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25-
870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10
from the VSMP authority, or a stormwater management plan prepared in accordance with annual
standards and specifications approved by the department. Any operator proposing a new
stormwater discharge from construction activities that is not required to obtain stormwater
management plan approval from a VSMP authority or does not adopt department-approved
annual standards and specifications shall submit the stormwater management plan to the
department for review and approval.
b. Existing construction activities. Any operator that was authorized to discharge under the general
permit issued in 2009, and that intends to continue coverage under this general permit, shall
ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the
VSMP Regulation, including but not limited to the water quality and quantity requirements. The
SWPPP shall include a description of, and all necessary calculations supporting, all post-
construction stormwater management measures that will be installed prior to the completion of
the construction process to control pollutants in stormwater discharges after construction
operations have been completed. Structural measures should be placed on upland soils to the
degree possible. Such measures must be designed and installed in accordance with applicable
VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits
must be obtained.
4. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant-generating
activities that may reasonably be expected to affect the quality of stormwater discharges from the
construction activity, including any support activity. The pollution prevention plan shall:
a. Identify the potential pollutant-generating activities and the pollutant that is expected to be
exposed to stormwater;
b. Describe the location where the potential pollutant-generating activities will occur, or if identified
on the site plan, reference the site plan;
c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or
will be commingled with stormwater discharges from the construction activity, including any
applicable support activity;
d. Identify the person responsible for implementing the pollution prevention practice or practices for
each pollutant-generating activity(if other than the person listed as the qualified personnel);
e. Describe the pollution prevention practices and procedures that will be implemented to:
(1) Prevent and respond to leaks, spills, and other releases including (i) procedures for
expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii)
procedures for reporting leaks, spills, and other releases in accordance with Part III G;
(2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and
maintenance activities (e.g., providing secondary containment such as spill berms, decks,
spill containment pallets, providing cover where appropriate, and having spill kits readily
available);
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(3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction
%✓ materials, including the clean-up of stucco, paint, form release oils, and curing compounds
(e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with
stormwater; (ii) collection and proper disposal in a manner to prevent contact with
stormwater; and (iii) a similarly effective means designed to prevent discharge of these
pollutants);
(4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water,
and other types of washing (e.g., locating activities away from surface waters and stormwater
inlets or conveyance and directing wash waters to sediment basins or traps, using filtration
devices such as filter bags or sand filters, or using similarly effective controls);
(5) Direct concrete wash water into a leak-proof container or leak-proof settling basin. The
container or basin shall be designed so that no overflows can occur due to inadequate sizing
or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner
consistent with the handling of other construction wastes. Liquid concrete wastes shall be
removed and disposed of in a manner consistent with the handling of other construction wash
waters and shall not be discharged to surface waters;
(6) Minimize the discharge of pollutants from storage, handling, and disposal of construction
products, materials, and wastes including (i) building products such as asphalt sealants,
copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides,
herbicides, insecticides, fertilizers, and landscape materials; and (iii) construction and
domestic wastes such as packaging materials, scrap construction materials, masonry
products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or
building materials;
(7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes,
Soar+ and sanitary wastes; and
(8) Address any other discharge from the potential pollutant-generating activities not addressed
above; and
f. Describe procedures for providing pollution prevention awareness of all applicable wastes,
including any wash water, disposal practices, and applicable disposal locations of such wastes, to
personnel in order to comply with the conditions of this general permit. The operator shall
implement the procedures described in the SWPPP.
5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL
wasteload allocation established and approved prior to the term of this general permit, and
exceptional waters. The SWPPP shall:
a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and exceptional waters
identified in 9VAC25-260-30 A 3 c, when applicable;
b. Provide clear direction that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven
days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events; and
(3) A modified inspection schedule shall be implemented in accordance with Part I B 4 or Part I B
5.
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6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel
conducting inspections required by this general permit.
7. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part
III K, to sign inspection reports or modify the SWPPP.
8. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K.
B. SWPPP amendments, modification, and updates.
1. The operator shall amend the SWPPP whenever there is a change in the design, construction,
operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters
and that has not been previously addressed in the SWPPP.
2. The SWPPP must be amended if, during inspections or investigations by the operator's qualified
personnel, or by local, state, or federal officials, it is determined that the existing control measures are
ineffective in minimizing pollutants in discharges from the construction activity. Revisions to the
SWPPP shall include additional or modified control measures designed and implemented to correct
problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary
for the control measure, revisions to the SWPPP shall be completed no later than seven calendar
days following approval. Implementation of these additional or modified control measures must be
accomplished as described in Part II G.
3. The SWPPP must clearly identify the contractor(s) that will implement and maintain each control
measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that
will implement and maintain a control measure.
4. The operator shall update the SWPPP no later than seven days following any modification to its
implementation. All modifications or updates to the SWPPP shall be noted and shall include the
following items:
a. A record of dates when:
(1) Major grading activities occur;
(2) Construction activities temporarily or permanently cease on a portion of the site; and
(3) Stabilization measures are initiated;
b. Documentation of replaced or modified controls where periodic inspections or other information
have indicated that the controls have been used inappropriately or incorrectly and where modified
as soon as possible;
c. Areas that have reached final stabilization and where no further SWPPP or inspection
requirements apply;
d. All properties that are no longer under the legal control of the operator and the dates on which the
operator no longer had legal control over each property;
e. The date of any prohibited discharges, the discharge volume released, and what actions were
taken to minimize the impact of the release;
f. Measures taken to prevent the reoccurrence of any prohibited discharge; and
g. Measures taken to address any evidence identified as a result of an inspection required under
Part II F.
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5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K.
C. Public Notification. Upon commencement of land disturbance, the operator shall post conspicuously a
copy of the notice of coverage letter near the main entrance of the construction activity. For linear
projects, the operator shall post the notice of coverage letter at a publicly accessible location near an
active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall
maintain the posted information until termination of general permit coverage as specified in Part I F.
D. SWPPP availability.
1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the
SWPPP available at a central location on-site for use by those identified as having responsibilities
under the SWPPP whenever they are on the construction site.
2. The operator shall make the SWPPP and all amendments, modifications, and updates available upon
request to the department, the VSMP authority, the EPA, the VESCP authority, local government
officials, or the operator of a municipal separate storm sewer system receiving discharges from the
construction activity. If an on-site location is unavailable to store the SWPPP when no personnel are
present, notice of the SWPPP's location must be posted near the main entrance of the construction
site.
3. The operator shall make the SWPPP available for public review in an electronic format or in hard
copy. Information for public access to the SWPPP shall be posted and maintained in accordance with
Part II C. If not provided electronically, public access to the SWPPP may be arranged upon request at
a time and at a publicly accessible location convenient to the operator or his designee but shall be no
less than once per month and shall be during normal business hours. Information not required to be
contained within the SWPPP by this general permit is not required to be released.
E. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments,
modifications, and updates from commencement of land disturbance until termination of general permit
coverage as specified in Part I F.
1. All control measures must be properly maintained in effective operating condition in accordance with
good engineering practices and, where applicable, manufacturer specifications. If a site inspection
required by Part II F identifies a control measure that is not operating effectively, corrective action(s)
shall be completed as soon as practicable, but no later than seven days after discovery or a longer
period as established by the VSMP authority, to maintain the continued effectiveness of the control
measures.
2. If site inspections required by Part II F identify an existing control measure that needs to be modified
or if an additional control measure is necessary for any reason, implementation shall be completed
prior to the next anticipated measurable storm event. If implementation prior to the next anticipated
measurable storm event is impracticable, then alternative control measures shall be implemented as
soon as practicable, but no later than seven days after discovery or a longer period as established by
the VSMP authority.
F. SWPPP Inspections.
1. Personnel responsible for on-site and off-site inspections. Inspections required by this general permit
shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator
is responsible for insuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
a. Inspections shall be conducted at a frequency of:
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Shire (1) At least once every five business days; or
(2) At least once every 10 business days and no later than 48 hours following a measurable
storm event. In the event that a measurable storm event occurs when there are more than 48
hours between business days, the inspection shall be conducted no later than the next
business day.
b. Where areas have been temporarily stabilized or land-disturbing activities will be suspended due
to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection
frequency may be reduced to once per month. If weather conditions (such as above freezing
temperatures or rain or snow events) make discharges likely, the operator shall immediately
resume the regular inspection frequency.
c. Representative inspections may be utilized for utility line installation, pipeline construction, or
other similar linear construction activities provided that:
(1) Temporary or permanent soil stabilization has been installed and vehicle access may
compromise the temporary or permanent soil stabilization and potentially cause additional
land disturbance increasing the potential for erosion;
(2) Inspections occur on the same frequency as other construction activities;
(3) Control measures are inspected along the construction site 0.25 miles above and below each
access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature
intersects the construction activity and access does not compromise temporary or permanent
soil stabilization); and
' p (4) Inspection locations are provided in the report required by Part ll F.
3. Inspection requirements.
a. As part of the inspection, the qualified personnel shall:
(1) Record the date and time of the inspection and when applicable the date and rainfall amount
of the last measurable storm event;
(2) Record the information and a description of any discharges occurring at the time of the
inspection;
(3) Record any land-disturbing activities that have occurred outside of the approved erosion and
sediment control plan;
(4) Inspect the following for installation in accordance with the approved erosion and sediment
control plan, identification of any maintenance needs, and evaluation of effectiveness in
minimizing sediment discharge, including whether the control has been inappropriately or
incorrectly used:
(a) All perimeter erosion and sediment controls, such as silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping
measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization;
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(d) Cut and fill slopes;
(e) Sediment basins and traps, sediment barriers, and other measures installed to control
sediment discharge from stormwater;
(f) Temporary or permanent channel, flume, or other slope drain structures installed to
convey concentrated runoff down cut and fill slopes;
(g) Storm inlets that have been made operational to ensure that sediment laden stormwater
does not enter without first being filtered or similarly treated; and
(h) Construction vehicle access routes that intersect or access paved roads for minimizing
sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days
for initiation of stabilization activities;
(6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days
for completion of stabilization activities within seven days of reaching grade or stopping work;
(7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu
of a plan," or erosion and sediment control plan prepared in accordance with department-
approved annual standards and specifications has not been properly implemented. This
includes but is not limited to:
(a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that
have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof;
(b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to
remove sediments prior to discharge;
(c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins
that discharge to surface waters. Inlets and catch basins with failing sediments controls
due to improper installation, lack of maintenance, or inadequate design are considered
unprotected;
(d) Sediment deposition on any property (including public and private streets) outside of the
construction activity covered by this general permit;
(e) Required stabilization has not been initiated or completed on portions of the site;
(f) Sediment basins without adequate wet or dry storage volume or sediment basins that
allow the discharge of stormwater from below the surface of the wet storage portion of
the basin;
(g) Sediment traps without adequate wet or dry storage or sediment traps that allow the
discharge of stormwater from below the surface of the wet storage portion of the trap;
and
(h) Land disturbance outside of the approved area to be disturbed;
(8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper
implementation, maintenance and effectiveness of the procedures and practices;
(9) Identify any pollutant generating activities not identified in the pollution prevention plan; and
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Page 13 of 23
(10) Identify and document the presence of any evidence of the discharge of pollutants prohibited
by this general permit.
4. Inspection report. Each inspection report shall include the following items:
a. The date and time of the inspection and when applicable, the date and rainfall amount of the last
measurable storm event;
b. Summarized findings of the inspection;
c. The location(s)of prohibited discharges;
d. The location(s)of control measures that require maintenance;
e. The location(s) of control measures that failed to operate as designed or proved inadequate or
inappropriate for a particular location;
f. The location(s)where any evidence identified under Part II F 3 a (7)exists;
g. The location(s) where any additional control measure is needed that did not exist at the time of
inspection;
h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as
a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that have not been
implemented; and
Sorel j. The date and signature of the qualified personnel and the operator or its duly authorized
representative.
The inspection report and any actions taken in accordance with Part II must be retained by the operator
as part of the SWPPP for at least three years from the date that general permit coverage expires or is
terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection
report does not identify any incidents of noncompliance, the report shall contain a certification that the
construction activity is in compliance with the SWPPP and this general permit. The report shall be signed
in accordance with Part III K of this general permit.
G. Corrective actions.
1. The operator shall implement the corrective action(s) identified as a result of an inspection as soon as
practicable but no later than seven days after discovery or a longer period as approved by the VSMP
authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP
authority, or the department) is necessary, additional control measures shall be implemented to
minimize pollutants in stormwater discharges until such approvals can be obtained.
2. The operator may be required to remove accumulated sediment deposits located outside of the
construction activity covered by this general permit as soon as practicable in order to minimize
environmental impacts. The operator shall notify the VSMP authority and the department as well as
obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the
removal of sediments accumulated in surface waters including wetlands.
r./
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PART III
CONDITIONS APPLICABLE TO ALL VPDES PERMITS
NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor
stormwater discharges or control measures, the operator must comply with the requirements of
subsections A, B, and C, as appropriate.
A. Monitoring.
1. Samples and measurements taken for the purpose of monitoring shall be representative of the
monitoring activity.
2. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or
alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures
have been specified in this general permit. Analyses performed according to test procedures
approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under
regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46).
3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and
analytical instrumentation at intervals that will ensure accuracy of measurements.
B. Records.
1. Monitoring records and reports shall include:
a. The date, exact place, and time of sampling or Sirsoo✓ b. The individual(s)who performed the sampling or measurements;
c. The date(s)and time(s) analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
2. The operator shall retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring instrumentation,
copies of all reports required by this general permit, and records of all data used to complete the
registration statement for this general permit, for a period of at least three years from the date of the
sample, measurement, report or request for coverage. This period of retention shall be extended
automatically during the course of any unresolved litigation regarding the regulated activity or
regarding control standards applicable to the operator, or as requested by the board.
C. Reporting monitoring results.
1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in
accordance with this general permit, unless another reporting schedule is specified elsewhere in this
general permit.
2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided,
approved or specified by the department; or in any format provided that the date, location, parameter,
rr° method, and result of the monitoring activity are included.
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3. If the operator monitors any pollutant specifically addressed by this general permit more frequently
than required by this general permit using test procedures approved under 40 CFR Part 136 or using
other test procedures approved by the U.S. Environmental Protection Agency or using procedures
specified in this general permit, the results of this monitoring shall be included in the calculation and
reporting of the data submitted in the DMR or reporting form specified by the department.
4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic
mean unless otherwise specified in this general permit.
D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which
the board may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this general permit or to determine compliance with this general permit. The board,
department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans,
specifications, and other pertinent information as may be necessary to determine the effect of the wastes
from his discharge on the quality of surface waters, or such other information as may be necessary to
accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall
also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required
to be kept by this general permit.
E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports
on, interim and final requirements contained in any compliance schedule of this general permit shall be
submitted no later than 14 days following each schedule date.
F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in
compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater
discharge from a construction activity.
G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of
sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous
substance or oil in an amount equal to or in excess of a reportable quantity established under either 40
CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code of Virginia that occurs
during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge
that may reasonably be expected to enter surface waters, shall notify the Department of Environmental
Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24
hours after said discovery. A written report of the unauthorized discharge shall be submitted to the
department and the VSMP authority within five days of discovery of the discharge. The written report shall
contain:
1. A description of the nature and location of the discharge;
2. The cause of the discharge;
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be; and
8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or
any future discharges not authorized by this general permit.
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Discharges reportable to the department and the VSMP authority under the immediate reporting
requirements of other regulations are exempted from this requirement.
H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a
"bypass" or "upset," as defined herein, should occur from a facility and the discharge enters or could be
expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours,
the department and the VSMP authority by telephone after the discovery of the discharge. This
notification shall provide all available details of the incident, including any adverse effects on aquatic life
and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to
the department and the VSMP authority within five days of discovery of the discharge in accordance with
Part III 12. Unusual and extraordinary discharges include but are not limited to any discharge resulting
from:
1. Unusual spillage of materials resulting directly or indirectly from processing operations;
2. Breakdown of processing or accessory equipment;
3. Failure or taking out of service of some or all of the facilities; and
4. Flooding or other acts of nature.
I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect
surface waters or may endanger public health.
1. An oral report to the department and the VSMP authority shall be provided within 24 hours from the
time the operator becomes aware of the circumstances. The following shall be included as
information that shall be reported within 24 hours under this subdivision:
r./ a. Any unanticipated bypass; and
b. Any upset that causes a discharge to surface waters.
2. A written report shall be submitted within five days and shall contain:
a. A description of the noncompliance and its cause;
b. The period of noncompliance, including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time it is expected to continue; and
c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
The department may waive the written report on a case-by-case basis for reports of noncompliance
under Part III I if the oral report has been received within 24 hours and no adverse impact on surface
waters has been reported.
3. The operator shall report all instances of noncompliance not reported under Part III 11 or 2 in writing
as part of the SWPPP. The reports shall contain the information listed in Part III 12.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours,
leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the
Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-
8892.
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4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect
information in any report, including a registration statement, to the department or the VSMP authority,
the operator shall promptly submit such facts or correct information.
J. Notice of planned changes.
1. The operator shall give notice to the department and the VSMP authority as soon as possible of any
planned physical alterations or additions to the permitted facility or activity. Notice is required only
when:
a. The operator plans an alteration or addition to any building, structure, facility, or installation that
may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870-
420;
b. The operator plans an alteration or addition that would significantly change the nature or increase
the quantity of pollutants discharged. This notification applies to pollutants that are not subject to
effluent limitations in this general permit; or
2. The operator shall give advance notice to the department and VSMP authority of any planned
changes in the permitted facility or activity, which may result in noncompliance with state permit
requirements.
K. Signatory requirements.
1. Registration statement. All registration statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a
responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the
fir./ corporation in charge of a principal business function, or any other person who performs similar
policy-making or decision-making functions for the corporation; or(ii) the manager of one or more
manufacturing, production, or operating facilities, provided the manager is authorized to make
management decisions that govern the operation of the regulated facility including having the
explicit or implicit duty of making major capital investment recommendations, and initiating and
directing other comprehensive measures to assure long-term compliance with environmental laws
and regulations; the manager can ensure that the necessary systems are established or actions
taken to gather complete and accurate information for state permit application requirements; and
where authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or
ranking elected official. For purposes of this chapter, a principal executive officer of a public
agency includes: (i) the chief executive officer of the agency or (ii) a senior executive officer
having responsibility for the overall operations of a principal geographic unit of the agency.
2. Reports, etc. All reports required by this general permit, including SWPPPs, and other information
requested by the board or the department shall be signed by a person described in Part Ill K 1 or by a
duly authorized representative of that person. A person is a duly authorized representative only if:
a. The authorization is made in writing by a person described in Part Ill K 1;
b. The authorization specifies either an individual or a position having responsibility for the overall
operation of the regulated facility or activity such as the position of plant manager, operator of a
Shrive well or a well field, superintendent, position of equivalent responsibility, or an individual or position
having overall responsibility for environmental matters for the operator. (A duly authorized
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representative may thus be either a named individual or any individual occupying a named
position); and
c. The signed and dated written authorization is included in the SWPPP. A copy must be provided to
the department and VSMP authority, if requested.
3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a
different individual or position has responsibility for the overall operation of the construction activity, a
new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority
as the administering entity for the board prior to or together with any reports or information to be
signed by an authorized representative.
4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following
certification:
"I certify under penalty of law that I have read and understand this document and that this document
and all attachments were prepared in accordance with a system designed to assure that qualified
personnel properly gathered and evaluated the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations."
L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit
noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water
Act, except that noncompliance with certain provisions of this general permit may constitute a violation of
the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds
for enforcement action; for state permit termination, revocation and reissuance, or modification; or denial
of a state permit renewal application.
The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean
Water Act for toxic pollutants within the time provided in the regulations that establish these standards or
prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been
modified to incorporate the requirement.
M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the
expiration date of this general permit, the operator shall submit a new registration statement at least 90
days before the expiration date of the existing general permit, unless permission for a later date has been
granted by the board. The board shall not grant permission for registration statements to be submitted
later than the expiration date of the existing general permit.
N. Effect of a state permit. This general permit does not convey any property rights in either real or
personal property or any exclusive privileges, nor does it authorize any injury to private property or
invasion of personal rights, or any infringement of federal, state or local law or regulations.
O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal
action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant
to any other state law or regulation or under authority preserved by§ 510 of the Clean Water Act. Except
as provided in general permit conditions on "bypassing" (Part III U) and "upset" (Part III V), nothing in this
general permit shall be construed to relieve the operator from civil and criminal penalties for
noncompliance.
P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the
institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to
which the operator is or may be subject under§§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water
Control Law or§ 311 of the Clean Water Act.
General Permit No.: VAR10
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Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all
facilities and systems of treatment and control (and related appurtenances), which are installed or used
by the operator to achieve compliance with the conditions of this general permit. Proper operation and
maintenance also includes effective plant performance, adequate funding, adequate staffing, and
adequate laboratory and process controls, including appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by
the operator only when the operation is necessary to achieve compliance with the conditions of this
general permit.
R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or
management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such
materials from entering surface waters and in compliance with all applicable state and federal laws and
regulations.
S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of
this general permit that has a reasonable likelihood of adversely affecting human health or the
environment.
T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an
enforcement action that it would have been necessary to halt or reduce the permitted activity in order to
maintain compliance with the conditions of this general permit.
U. Bypass.
1. "Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any
portion of a treatment facility. The operator may allow any bypass to occur that does not cause
effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient
operation. These bypasses are not subject to the provisions of Part Ill U 2 and 3.
2. Notice.
a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall
submit prior notice to the department, if possible at least 10 days before the date of the bypass.
b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in
Part III I.
3. Prohibition of bypass.
a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take
enforcement action against an operator for bypass unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage.
Severe property damage means substantial physical damage to property, damage to the
treatment facilities that causes them to become inoperable, or substantial and permanent
loss of natural resources that can reasonably be expected to occur in the absence of a
bypass. Severe property damage does not mean economic loss caused by delays in
production;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment
facilities, retention of untreated wastes, or maintenance during normal periods of equipment
downtime. This condition is not satisfied if adequate back-up equipment should have been
installed in the exercise of reasonable engineering judgment to prevent a bypass that
occurred during normal periods of equipment downtime or preventive maintenance; and
Slow' (3) The operator submitted notices as required under Part III U 2.
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b. The department may approve an anticipated bypass, after considering its adverse effects, if the
department determines that it will meet the three conditions listed in Part III U 3 a.
V. Upset.
1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is
unintentional and temporary noncompliance with technology-based state permit effluent limitations
because of factors beyond the reasonable control of the operator. An upset does not include
noncompliance to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation.
2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology-
based state permit effluent limitations if the requirements of Part III V 4 are met. A determination
made during administrative review of claims that noncompliance was caused by upset, and before an
action for noncompliance, is not a final administrative action subject to judicial review.
3. An upset does not include noncompliance to the extent caused by operational error, improperly
designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or
careless or improper operation.
4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through
properly signed, contemporaneous operating logs or other relevant evidence that:
a. An upset occurred and that the operator can identify the cause(s)of the upset;
b. The permitted facility was at the time being properly operated;
c. The operator submitted notice of the upset as required in Part III I; and
d. The operator complied with any remedial measures required under Part III S.
5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the
burden of proof.
W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP
authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon
presentation of credentials and other documents as may be required by law to:
1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or
where records must be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that must be kept under the conditions of
this general permit;
3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this general permit; and
4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as
otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any
substances or parameters at any location.
For purposes of this section, the time for inspection shall be deemed reasonable during regular business
hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection
unreasonable during an emergency.
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X. State permit actions. State permits may be modified, revoked and reissued, or terminated for cause.
41rooe" The filing of a request by the operator for a state permit modification, revocation and reissuance, or
termination, or a notification of planned changes or anticipated noncompliance does not stay any state
permit condition.
Y. Transfer of state permits.
1. State permits are not transferable to any person except after notice to the department. Except as
provided in Part Ill Y 2, a state permit may be transferred by the operator to a new operator only if the
state permit has been modified or revoked and reissued, or a minor modification made, to identify the
new operator and incorporate such other requirements as may be necessary under the Virginia
Stormwater Management Act and the Clean Water Act.
2. As an alternative to transfers under Part Ill Y 1, this state permit may be automatically transferred to a
new operator if:
a. The current operator notifies the department at least 30 days in advance of the proposed transfer
of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators containing a
specific date for transfer of state permit responsibility, coverage, and liability between them; and
c. The department does not notify the existing operator and the proposed new operator of its intent
to modify or revoke and reissue the state permit. If this notice is not received, the transfer is
effective on the date specified in the agreement mentioned in Part III Y 2 b.
3. For ongoing construction activity involving a change of operator, the new operator shall accept and
maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over
operations at the site.
Z. Severability. The provisions of this general permit are severable, and if any provision of this general
permit or the application of any provision of this state permit to any circumstance, is held invalid, the
application of such provision to other circumstances and the remainder of this general permit shall not be
affected thereby.
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DEFINITIONS
"Business day" means Monday through Friday excluding state holidays.
"Commencement of land disturbance" means the initial disturbance of soils associated with clearing,
grading, or excavating activities or other construction activities (e.g., stockpiling of fill material).
"Construction site" means the land where any land-disturbing activity is physically located or conducted,
including any adjacent land used or preserved in connection with the land-disturbing activity.
"Final stabilization" means that one of the following situations has occurred:
1. All soil disturbing activities at the site have been completed and a permanent vegetative cover has
been established on denuded areas not otherwise permanently stabilized. Permanent vegetation
shall not be considered established until a ground cover is achieved that is uniform (e.g., evenly
distributed), mature enough to survive, and will inhibit erosion.
2. For individual lots in residential construction, final stabilization can occur by either:
a. The homebuilder completing final stabilization as specified in subdivision 1 of this definition; or
b. The homebuilder establishing temporary soil stabilization, including perimeter controls for an
individual lot prior to occupation of the home by the homeowner, and informing the homeowner of
the need for, and benefits of, final stabilization.
3. For construction projects on land used for agricultural purposes, final stabilization may be
accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed
that were not previously used for agricultural activities, such as buffer strips immediately adjacent to
surface waters, and areas that are not being returned to their preconstruction agricultural use must
meet the final stabilization criteria specified in subdivision 1 or 2 of this definition.
"Immediately" means as soon as practicable, but no later than the end of the next business day, following
the day when the land-disturbing activities have temporarily or permanently ceased. In the context of this
general permit, "immediately" is used to define the deadline for initiating stabilization measures.
"Impaired waters" means surface waters identified as impaired on the 2012 § 305(b)/303(d)Water Quality
Assessment Integrated Report.
"Infeasible" means not technologically possible or not economically practicable and achievable in light of
best industry practices.
"Initiation of stabilization activities" means:
1. Prepping the soil for vegetative or nonvegetative stabilization;
2. Applying mulch or other nonvegetative product to the exposed area;
3. Seeding or planting the exposed area;
4. Starting any of the above activities on a portion of the area to be stabilized, but not on the entire area;
or
5. Finalizing arrangements to have the stabilization product fully installed in compliance with the
applicable deadline for completing stabilization.
This list is not exhaustive.
General Permit No.: VAR10
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"Measurable storm event" means a rainfall event producing 0.25 inches of rain or greater over 24 hours.
"Stabilized" means land that has been treated to withstand normal exposure to natural forces without
incurring erosion damage.