HomeMy WebLinkAboutApplication APPLICANT 11/19/2021City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
Revised 1/7/14 Ia_ 1 of 11
Site Plan Review Pre -Submittal: ❑ iMajor Site Plan Modification Pre -Submittal:
Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name: Matt Hannigan Phone: (541)416-5238
Company: Les Schwab Tire Centers of Oregon Email:'" fthaw.t.hassgar l@s.hwab.coml
Address: P.O. Box 5350, Bend, OR 97708
Applicant's Rep.: Suzannah Stanley
Phone: 971-346-3808
Company: Mackenzie
Email: sstanley@mcknze.com
Address: 1515 SE Water Avenue #100, Portland, OR 97214
Property Owner: Matt Hannigan
Phone: (541)416-5238
Company: Les Schwab Tire Centers of Oregon
Er llt matlhew.thannlgan@leaschwab.mm
Address: P.O. Box 5350, Bend, OR 97708
ASSESSOR'S MAP NO: 1762313
TAX LOT NO S g=.'g o,28o11664500,04606,04700,04701,
Property Address: 3294 Main Street, Springfield, OR 97478
Size of Property: 157,532 Acres ❑ Square Feet
Proposed No. of
Proposed Name of Project: Les Schwab Springfield Main Street Store Remodel
Description of If you are filling in this form by hand, please attach your proposal description to this application.
The proposed project is a within -the -walls remodel, also infilling most of the existing canopy area. Iixterior work limited to
Proposal: refresh of materials entry en hancement, and driveway and sidewalk work alona 33rd.
Existing Use: Les Schwab Tire Store
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): NIA sf
Si natures: Please sign and Drint Mour name and date in the aDDroDriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next Dace.
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
I PROJECT NUMBER:
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Owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre -Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner: ,,/� n ` I
,VI • '�G�nn—
� Date: November 11, 2021
Signature
Submittal
Owner:
Matt Hannigan
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre -Submittal Meeting, I affnn the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.176 pertaining to a
complete application.
Signature
Print
Date:
Revised 1/7/14 Ia 2 of 11
Site Plan Review Application Process
1. Applicant Submits a Site Plan Review Application for Pre -Submittal
• The application must conform to the Site Plan Review Submittal Requirements
Checklist on pages 4-7 of this application packet.
• A pre -submittal meeting to discuss completeness is mandatory, and pre -submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
• Planning Division staff strives to conduct pre -submittal meetings within five to seven
working days of receiving an application.
2. Applicant and the City Conduct the Pre -Submittal Meeting
• The applicant, owner, and design team are strongly encouraged to attend the pre -
submittal meeting.
• The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
The Planner provides the applicant with a Pre -Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 160 days submit a complete application to the City.
3. Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision
• A complete application must conform to the Site Plan Review Submittal Requirements
Checklist on pages 4-7 of this application packet.
• A Type II decision, made after public notice, but without a public hearing, unless
appealed, is issued within 120 days of submittal of a complete application.
• Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition,
the applicant must post one sign, provided by the City, on the subject property.
• There is a 14 -day public comment period, starting on the date notice is mailed.
• Applications are distributed to the Development Review Committee, and their
comments are incorporated into a decision that addresses all applicable approval
criteria and/or development standards, as well as any written comments from those
given notice.
• Applications may be approved, approved with conditions, or denied.
• At the applicant's request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
• The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
• The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Planning Commission or Hearings Official.
Revised 1/7/14 Ia 3 of 11
Site Plan Review Submittal Requirements Checklist
NOTE:
• ALL of the following items MUST be submitted for BOTH Pre -Submittal and Submittal.
• If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
® Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development & Public
Works Department. Any applicable application, technology, and postage fees are collected
at the pre -submittal and submittal stages.
® Site Plan Review Application Form
® Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known. Density - if applicable, list the size of property
(acres), maximum allowable density and the density proposed.
® Copy of the Deed
® Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the
required neighboring property notification packet.
va State or Federal Permits Required - The applicant must demonstrate that an
application has been submitted for any required federal or state permit and provide a copy
of the application upon request.
® Completed Attached Scoping Sheet
® Four (4) Copies of the Following Plan Sets for Pre -Submittal OR
Four (4) Copies of the Following Plan Sets for Submittal:
® All of the following plans must include the scale appropriate to the area involved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
® All plan sets must be folded to 61/2" by 11" and bound by rubber bands.
Please Note:
• These plans must provide enough information to enable the City to
determine that the proposed development is feasible, but are not
necessarily required to be detailed construction level documents.
• The City's Engineering Design Standards Manual, while not land use
criteria, may be used in whole or n part, by the City Engineer to determine
the feasibility of a proposed plan.
• Nothing herein should be interpreted as implying any requirement in
contradiction of Oregon Statute or Oregon Administrative Regulation.
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a. Site Assessment of Existing Conditions
® Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
® Vicinity Map
® The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
® The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development & Public Works Department
® The 100 -year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
® The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development & Public Works Department
® Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 '/3 feet above the ground (stands of more than five (5) trees may be
shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock
outcroppings
b. Site Plan
® Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
® Proposed buildings: location, dimensions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings; measured setbacks shall be prepared by an Oregon
licensed Surveyor when minimum setbacks are shown.
® Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
® Location, dimensions, and number of typical, compact and ADA parking spaces;
including aisles, wheel bumpers, directional signs, and striping. ADA routes from public
rights-of-way whall be designated including at grade connections
® Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
® Observance of solar access requirements as specified in the applicable zoning district
® On-site loading areas and vehicular and pedestrian circulation
® Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
® Location, type, and number of bicycle parking spaces
® Note location of existing and planned Lane Transit District facilities (within '/3 mile)
Revised 1/7/14 Ia 5 of 11
® Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
�a Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a defined sequence
addressing street connectivity between the various phases and accommodating the
logical extension of other required public improvements, including but to limited to,
sanitary sewer, stormwater management, water and electricity. The applicant must
clearly indicate which phases are proposed for approval under the current Site Plan
application and which are deferred to future review procedures.
c. Existing Improvement and Public Utilities Plan
® Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
® Location and width of all existing easements
® Location, widths (of paving and right-of-way), and names of all existing streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed development,
including jurisdictional status other than City. Indicate connection points for roof
drainage.
® Location and type of existing street lighting
® Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, waterline backflow preventers and similar
public facilities
® Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
® Location and size of existing utilities on and adjacent to the site including sanitary
sewer mains, stormwater management systems, water mains, power, gas, telephone,
and cable TV. Indicate the proposed connection points. Detail must be proportionate
to the complexity of the proposed project.
® Show existing and proposed spot elevations or contours, and direction of drainage
patterns.
d. Proposed Grading, Paving, & Utilities Plan
® Prepared by an Oregon licensed Civil Engineer, except where noted below
® The approximate size and location of storm water management systems components
® Location, widths (of paving and right-of-way), and names of proposed streets, alleys,
dedications or other rights -of -ways within or adjacent to the proposed development
® Location and width of all proposed easements
® Location and type of proposed street lighting
® Information on existing slopes over 5% shall be prepared by an Oregon licensed
surveyor and be drawn with one foot contour interval lines; land with a slope over 10
percent shall be shown with 5 foot contour interval lines
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e. Landscape Plan
® Prepared by an Architect, Landscape Architect, or other Landscape Professional
approved by the Director
® Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
3 Where applicable, screening in accordance with SDC 4.4-110
® Location of existing and proposed street trees
f. Architectural Plans
® Where abutting residentially zoned properties, exterior elevations of all proposed
structures over 140 square feet for the development site, including height, shall be
shown
g. On -Site Lighting Plan
® Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
® Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
Additional Materials That May be Deferred at the discretion of the applicant until
Final Site Plan or Building Permit Submittal:
❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size and spacing
❑ Where plants are proposed as part of the stormwater management system, a planting
plan shall be provided.
❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above
ground utilities.
❑ Photometric test report for each light source.
❑ An applicant may submit conceptual floor plans in order to have staff address
Resolution of potential nuisance conflicts
Additional Materials That May be Required by the Director:
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE -DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
® Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
❑ A developer may be required to prepare a Traffic Impact Study (TIS) to identify
potential traffic impacts from proposed development and needed mitigation
measures.
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❑ Where a multi -family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
❑ Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if
the Soils Survey indicates the proposed development area has unstable soils and/or
a high water table, or if required by the City Engineer
❑ Where the development area is within an overlay district, address the additional
standards of the overlay district on plans and narratives
❑ Where physical aspects of a proposed development, including but not limited to
scale, odor noise, glare or vibration, will impact less intensive surrounding uses,
the Director may request submittal of conceptual floor plans or other information
necessary to determine compliance with applicable standards.
❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
❑ A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
❑ The applicant must demonstrate that an application has been submitted for any
required federal or state permit and provide a copy of the application upon request
❑ Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
❑ An Annexation shall be submitted prior to submission of application, as specified
In SDC 5.7-100, where a development is proposed outside of the city limits but
within the City's urban service area and can be served by sanitary sewer
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MAC KENZIE.
MAJOR SITE PLAN
REVIEW
MODIFICATION
APPLICATION
To
City of Springfield
For
Les Schwab #027
Dated
November 17, 2021
Project Number
2210232.00
MACKBNLB
Snce 19f
Rverfasl Center 11515 SB Wata Avenue, Suite IM, Porllan , OR 97214
M 111 RO Box 14310, Pm1laM, OR97293 I T.Yx3.224.95 1�.meb .com
M.
TABLE OF CONTENTS
I. PROJECTSUMMARY.............................................................................................1
II. INTRODUCTION................................................................................................... 2
Descriptionof Request...............................................................................................
2
Site& Surrounding Land Use.......................................................................................
2
Description of Proposed Development........................................................................
3
III. SPRINGFIELD DEVELOPMENT CODE APPROVAL CRITERIA.........................................4
Chapter 3 Land Use Districts.......................................................................................
4
Section 3.2-300 Commercial Zoning Districts..................................................................................4
Section 3.3-200 Drinking Water Protection Overlay District...........................................................5
Chapter 4 Development Standards..............................................................................
6
Section 4.2-100 Infrastructure Standards—Transportation............................................................
6
Section 4.3-100 Infrastructure Standards—Utilities......................................................................
13
Section 4.4-100 Landscaping, Screening and Fence Standards.....................................................
14
Section 4.5100 On -Site Lighting Standards..................................................................................
16
Section 4.6-100 Vehicle Parking, Loading and Bicycle Parking Standards .....................................
17
Section 4.7-100 Specific Development Standards.........................................................................
17
Section 4.8-100 Temporary Use Standards...................................................................................
18
Chapter 5 The Development Review Process and Applications ...................................
18
Section 5.17-100 Site Plan Review.................................................................................................
18
IV. CONLCUSION.....................................................................................................
28
EXHIBITS
A. Application Form
1. Site Plan Review Major Modification Application Form
2. DWP Overlay District Development Application Form
B. Deed
C. Plans
D. Stormwater Management System Scope of Work
E. Preliminary Title Report
F. Hazardous Materials Handling, Storage and Emergency Spill Response Training Plan
G. Setback Waiver
H. Photometric Study
M.
I. PROJECT SUMMARY
Applicant:
Les Schwab Tire Centers of Oregon
PO Box 5350
Bend, OR 97708
Owner:
Same as applicant
Site Address:
3294 Main Street
Springfield, OR 97478
Assessor Site Acreage:
1702313104200 (0.66 AC)
1702313104201 (0.01 AC)
1702313104500 (0.29 AC)
1702313104600 (1.09 AC)
1702313104700 (0.54 AC)
1702313104701 (0.39 AC)
1702313104800 (0.32 AC)
1702313104900 (0.32 AC)
Total: (3.62 AC)
Zoning:
Community Commercial District (CC)
Overlay Zones:
Drinking Water Protection (DWP) Overlay District
Neighborhood Refinement Plan:
Mid -Springfield Refinement Plan
Comprehensive Plan:
Commercial (Eugene -Springfield Metropolitan Area General Plan)
Adjacent Zoning:
Community Commercial District (CC)
Existing Structures:
The site contains three existing buildings at 3294 Main Street: the
existing tire center (8,620 SF), the alignment center (8,720 SF), and
the truck shop (7,460)
Request:
This application requests Major Site Plan Modification and Drinking
Water Protection approval for the modernization of the
approximately 8,620 SF existing building including partial renovation
for interior and exterior work.
Project Contact:
Suzannah Stanley
Mackenzie
1515 SE Water Avenue, 11100
Portland, OR 97214
sstanley@mcknze.com
971-346-3808
1
M.
II. INTRODUCTION
Description of Request
The purpose of the project is to refresh the existing store. The existing store previously received site plan
review approval under case file number DRC2004-00033. The site abuts residential zoning to the north;
therefore, a Type II Major Modification to that Site Plan Review is required.
Site & Surrounding Land Use
The subject site is located at the northwest corner of the intersection of Main Street and 33rd Street in
Springfield, Oregon. The address is 3294 Main Street, Springfield, OR 97478. The site includes eight tax
lots: tax map 17023131, tax lots 4200, 4201, 4500, 4600, 4700, 4701, 4800, and 4900. Each lot is developed
and relatively flat.
No changes are proposed to the existing pylon sign (approximately 25' high), which will remain as an
existing nonconforming sign in conformance with SMC 8.232 (a setback waiver was approved for the sign
on August 4, 1969, under Reception No. 75965; see Exhibit G). Other existing signs may be relocated, and
a newwall sign is proposed on the existingtire center (see elevations on A201 in Exhibit Q. Sign permitting
will be conducted separately from this application.
The subject site currently contains three buildings with canopies totaling approximately 24,800 SF. The
distribution of uses on the property is presented in Table 11.1 below:
TABLE 11.1 EXISTING BUILDINGS
Building Use Area
Existing Tire Center
Customer service
8,620 SF
Existing Alignment Center
Tire Shop
8,720 SF
Existing Truck Shop
Warehouse
7,460 SF
TOTAL
24,800 SF
The total existing paved area is approximately 86,568 SF. The total landscaping and open space area is
46,164 SF. There are 77 parking spaces including three accessible spaces.
The subject site has frontages on Main Street and 33rd Street. Access to the site is provided via 32nd
Street, a public right-of-way that was improved and dedicated with a prior project. The City has indicated
that improvements to 32nd Street will not be required with this proposal. The Springfield Transportation
System Plan (TSP) lists Main Street as a minor arterial and 33rd Street as a local road/alley. Main Street is
a 5 -lane road with bike lanes in both directions. Pedestrian amenities on Main Street include sidewalks,
curb cuts, cross walks, and a bus shelter. The 11 -bus line stops on Main Street in front of the tire center.
33rd Street does not include vehicle lane striping or pedestrian amenities.
This site is located within the Community Commercial District (CC) with a Drinking Water Protection (DW P)
Overlay (10 to 20 -year Time of Travel Zone). The Comprehensive Plan designation for the site is
Commercial (Eugene -Springfield Metropolitan Area General Plan).
M.
Description of Proposed Development
The proposed project is a within -the -walls remodel, also infilling most of the existing canopy area. Exterior
work is limited to refresh of materials, an entry enhancement, driveway, sidewalk work consisting of
upgraded sidewalk, landscaping, and grading improvements along 33rd Street. Other than a 10' deep
landscape area that will be added between the building and right-of-way, no changes are proposed to the
landscaping. The tire wash station will be moved from outside the building to inside. No changes are
proposed to other paved areas, access points, trash areas, signs, utility connections, or. stormwater.
The floor plan included with this application in Exhibit C, sheet A002, shows proposed building area by
use. As shown, there is 2,915 SF of proposed warehouse/storage use, 2,666 SF of service space, 1,906 SF
of showroom space, and 385 SF of office space.
M.
III. SPRINGFIELD DEVELOPMENT CODE APPROVAL CRITERIA
Applicable standards of the Springfield Development Code (SMC) are addressed below, to demonstrate
the project's compliance with applicable approval criteria.
Chapter 3 Land Use Districts
Section 3.2-300 Commercial Zoning Districts
3.1-310 Schedule of Use Categories
The fallowing uses are permitted in the districts as indicated, subject to the provisions, additional
restrictions and exceptions specified in this Cade. Uses not specifically listed may be approved as specified
in Section 5.11-100.
"P"= PERMITTED USE subject to the standards of this Code.
SITE PLAN REVIEW SHALL BE REQUIRED unless exemored elsewhere in this Code.
Automotive, Marine and Mobile/Manufactured Hames
Sales, Service, Storage and Repair (Section 4.7-115)
Response: The project is an expansion of the existing Les Schwab tire store, which includes sales, service,
storage, and repair of tires and accessories. The operation is a permitted use (P) in the subject CC zone
(Automotive sales and services: tires). The applicable provisions, additional restrictions, and exceptions
specified in this Code are addressed in the responses provided in this narrative. This standard is met.
3.1-315 Base Zane Development Standards
The fallowing base zone commercial development standards are established.
TABLE ADAPTED FROM SMC 3.2-315 BASE ZONE DEVELOPMENT STANDARDS
0&.n.d.,d Community Commercial District Proposal
Minimum Area
The site is made up of several
tax lots ranging from .01 to
6,000 SF
1.09 acres, totaling approx.
3.62 AC (157,532 SF), no
changes proposed
Minimum Street Frontage
50'
500+', no changes proposed
All Panhandle Lots/Parrels
40'
N/A
Minimum Street Frontage
Maximum Lot/Parcel
lot/parcel coverage limited only by
Coverage
standards in other Sections of this
15.7%, no changes proposed
Cade.
M.
Minimum Landscaping
Minimum requirements defined by
standards in other Sections of this
29.3%
Code.
Maximum Parking, loading
Lot/parcel coverage limited only by
and vehicular circulation
standards in other Sections of this
55%, no changes proposed
area coverage
Code.
Landscaped Setbacks
Building Setback
Approx. 9' (in conformance
with the dimensional standards
in place at the time of site plan
10'
approval received under
DRC2004-00033) (east side of
the tire center), no changes
proposed
Parking, driveway, and
5
12' (abutting Main Street to
outdoor storage setback
south), no changes proposed
Maximum Building Height
When abutting an LDR or
No Maximum, except as specified
MDR District to the north
below
Defined by the Maximum Shade
Point Height requirement of
Section3.1-115A.1.b., or up to 50
Approx. 15', no changes
feet south of a northern lot/parcel
proposed
line a plane extending south with an
angle of 23 degrees and originating
from the top of a 16 foot
hypothetical fence located on the
northern lot/parcel line.
Response: As shown in the attached plans (see Exhibit C, sheet C1.10), the proposed design comp ies with
the applicable standards as presented in the table above, though no changes are proposed which would
affect compliance except landscaping. The landscaped area is currently approximately 29.3% but will
increase to 29.9% with the proposal. These standards are met and exceeded.
Section 3.3-200 Drinking Water Protection Overlay District
3.3-235 Standards far Hazardous Materials within Time of Travel Zones
Applications shall comply with thefollowing standards. Where thefollowing standards are more restrictive
than the standards of the Springfield Fire Code, thefollowing standards apply:...
D. Ten to Twenty Year TOTZStandards. The storage, handling, treatment, use, production orkeeping
on premises of more than 10 gallons of hazardous materials that pose a risk to groundwater in
aggregate quantities is allowed only upon compliance with containment and safety standards
specified by the most recent Fire Code adopted by the City.
Response: According to the Drinking Water Protection Area Map published by the City, the subject site is
located within a 10 to 20 -year TOTZ. A DWP application for this project will be submitted concurrently.
Exhibit A.2 contains information demonstrating compliance with the DWP standards.
M.
Chapter 4 Development Standards
Section 4.2-100Infrastructure Standards—Transportation
4.1-105 Public Streets
A. General Provisions.
1. All public streets and alleys must be improved as specified in this Code and must be
dedicated through the approval of a subdivision plat orby acceptance of a deed approved
by the City.
Response: No new streets or alleys are proposed, and no lots will be created through platting or
deed revisions. The site is developed and uses the existing street system. This standard does not
apply. 33rd does not meet current standards, and as shown in the attached plans (see Exhibit C,
sheet C1.10), improvements will be constructed to the northern extent of the area of work. The
improvements are proportional and are related to the remodeling scope of the project.
1. Functional Classification of Streets. The City's street system consists of streets that are
classified as Major and Minor Arterial streets, Major and Minor Collector streets, Local
streets and Alleys, consistent with the Springfield Transportation System Plan (Figure 1)
and the Federally Designated Roadway Functional Classification map, contained in the
Regional Transportation Plan. Local Streets include all streets not classified as Arterial or
Collector streets.
Response: Street classification is recognized.
3. New connections to arterials and state highways must be consistent with any designated
access management category.
Response: The proposed application does not include any new connections. This standard does
not apply.
B. An applicant may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic
impacts from proposed development and needed mitigation measures. A TIS is required if any of
the fallowing criteria are met:
1. Peak Hour Threshold. If change in land use orintensification of an existing use generates
100 or more trips during any peak hour as determined by procedures contained in the
most recent edition of the Institute of Transportation Engineers Trip Generation Manual,
a TIS shall be performed by a registered professional engineer.
1. Average Daily Traffic Threshold. If a change in land use orintensification of an existing use
generates 1,000 or more trips per day as determined by procedures contained in the most
recent edition of the Institute of Transportation Engineers Trip Generation Manual, a TIS
shall be performed by a registered professional engineer.
3. Variance and Known Issues Threshold. The Director may determine that a TIS is necessary
to support a request for a Variance from the transportation provisions of this code or
where traffic safety, street capacity, future planned facility, or multimodal concerns may
be associated with the proposed development.
4. The nature and extent of the TIS scope shall be determined by the Director based upon a
trip distribution and assignment prepared by the Applicant. At a minimum, locations
impacted by more than 10 trips during the identified peak hour shall be included in the
trip distribution and assignment.
M.
5. The Director may modify TIS requirements consistent with applicable local and regional
transportation system plans and the intent of this Code when existing conditions make
their strict application impractical or inconsistent with accepted site planning or
transportation planning principles.
Response: This project does not meet the above criteria as this application is not for a change in land use
and no intensification of the existing use will occur as the proposed changes are focused on modernization
and aesthetics. Therefore, a TIS is not required; this standard does not apply.
C. Minimum street curb -to -curb widths and minimum street right -of --way widths are as specified in
Table 4.1-1, unless otherwise indicated in the Springfield Transportation System Plan, an
applicable Refinement Plan, Plan District, Master Plan, Conceptual Development Plan, or the
adopted bicycle and pedestrian plan, where necessary to achieve rightrof-way and street
alignment, or as needed to meet site-specific engineering standards, including but not limited to
requirementsformu/ti-way boulevard and/ormodem roundabout designs. Example street layouts
meeting minimum street standards are provided in Figures 4.1-B through 4.2-V for illustrative
purposes only. These Figures are intended to demonstrate potential street configurations that
' Additional right-of-way may be required to accommodate a center turn lane where significant volumes of left -
turn traffic occur.
Response: The subject site is adjacent to Main Street, 33rd Street, and 32nd Street. No new streets or
alleys are proposed. The site is developed and uses the existing street system. This standard does not
apply.
D. Street Network Standards—General Criteria
Response: No new streets are proposed. This standard does not apply
E Street Network Standards—Needed Housing. The development of needed housing, as defined in
ORS 197.303, must meet thefollowing street networkstandards, unless the applicant elects review
under the general criteria in Section 4.1-105D....
Response: No new streets are proposed. This standard does not apply.
F. Medians.
Response: No new streets are proposed. This standard does not apply.
G. Additional Right -of --Way and Street Improvements.
1. Whenever an existing street of inadequate width is abutting or within a development area
requiring Development Approval, dedication of additional rightrof-way is required.
Whenever street dedication results in rightrof-way that does not connect with the City
street system, a deed restriction shall be recorded with the Lane County Deeds and
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Records stating that the property shall not be built upon until a fully improved street is
constructed to serve the property, and connect with the City street system.
Response: No existing streets of inadequate width are abutting the site. According to the
Transportation System Plan (TSP), Main Street is classified as a Major Arterial with minimum 100'
right-of-way and 76' curb -to -curb width; because sufficient right-of-way and curb -to -curb width
appear to be available, no additional right-of-way dedication is required or proposed. According
to the TSP, 33rd Street is classified as a Local Street, less than 15% slope, with minimum 50' right-
of-way and minimum 36' curb -to -curb width; because sufficient right-of-way and curb -to -curb
width appear to be available, no additional right-of-way dedication is required or proposed.
According to the TSP and further clarification provided by City engineering in the Development
Issues Meeting of September 23, 2021 32nd Street is classified as both a Minor Arterial and a
Collector, with 60' to 70' minimum right-of-way and minimum 36' to 48' curb -to -curb width;
because sufficient right-of-way and curb -to -curb width appear to be available, no additional right-
of-way dedication is required or proposed. This standard does not apply.
1. Whenever a proposed land division or development will increase traffic on the City street
system and the development site has unimproved street frontage, that street frontage
shall be fully improved to City specifications in accordance with the fallowing criteria:...
Response: This proposal is not for a land division and the proposed remodel is not expected to
increase traffic. This standard does not apply.
3. An approved performance bond or suitable substitute in a sufficient amount to ensure the
completion of all required improvements, including the installation of sidewalks and
accessways is required prior to occupancy or Final Plat approval when necessary to ensure
compliance with a development agreement.
Response: This provision is understood.
4. Partial -width streets shall be permitted only if both of the following approval criteria are
met:...
Response: No partial -width streets are proposed. This standard does not apply.
5. If the developer bears the full cost of dedicating the necessary right -of --way far and/or
constructing partial -width street improvements, the developer may retain a reserve strip
subject to the fallowing terms and conditions:...
Response: No reserve strip is proposed.
H. Where a development would result in the need to improve a railroad crossing, or an approach to
a railroad crossing, the developer must bear the cost for the permitting and improvements. When
other property owners are benefited, other equitable means of cost distribution may be approved
by the City.
Response: No rail crossings are required. This standard does not apply.
Traffic Control Devices.
1. All traffic control signs, pavement markings, street name signs, and other traffic control
devices must be in conformance with the U.S. Department of Transportation's Manual of
Uniform Traffic Control Devices for Streets and Highways (including Oregon supplements),
the City's Engineering Design Standards and Procedures Manual, and the Development &
Public Works Standard Construction Specifications and this Code.
1. Unless otherwise approved by the Public Works Director.
M.
The developer is responsible far providing and installing all traffic control devices
and street name signs as necessary to support the proposed development.
b. Where a proposed street intersection will result in an immediate needfar a traffic
signal, the developer shall bear the cast for the improvements. When other
property owners are benefited, other equitable means of cast distribution may be
approved by the City.
Response: No changes are proposed to proposed traffic control signs, pavement markings, or street name
signs. These standards do not apply.
J. Bus turn out lanes must be consistent with current standards in the City's Engineering Design
Standards and Procedures Manual.
Response: No changes to bus turn -out lanes are required. This standard does not apply.
K. Street names are assigned as specified in the Springfield Municipal Cade.
Response: No new street names are proposed. This standard does not apply.
M. Special Street Setbacks.
Response: No special street setbacks are required or proposed. This standard does not apply.
4.2-120 Site Access and Driveways
Response: The proposed development has direct access to public streets, including Main Street, 33rd
Street, and 32nd Street, along the frontage of the property. No changes are proposed to driveways. These
standards do not apply to this remodel project.
4.2-125 Intersections
Response: The existing intersection of Main Street and 32nd Street adjacent to the subject site is directly
opposed and laid out at right angles. No changes are proposed to intersections. These standards do not
apply.
4.1-130 Vision Clearance
A. All lots or parcels must maintain a Vision Clearance Area to provide adequate sight distance for
approaching traffic. Vision clearance areas must be shown on Site Plans for applicable land use
applications.
B. No screens, plantings, or other physical obstructions are permitted between 174 and 8 feet above
the established height of the curb in the Vision Clearance Area.
EXCEPTION: Items associated with utilities or publicly -owned structures far example, poles, and
signs, and existing street trees—may be permitted.
C. The Vision Clearance Area must be in the shape of a triangle. Two sides of the triangle must be
property lines or a property line and edge of driveway far a distance specified in this Subsection.
Where the property lines ordriveway edge have rounded corners, they are measured byextending
them in a straight line to a paint of intersection. The third side of the triangle is a line across the
corner of the lot or parcel joining the non -intersecting ends of the other 1 sides. The fallowing
measurements establish the Vision Clearance Area:
Type of Intersection
Measurement Along Each Property Line
Any Street
20 feet
An Alley
15 eet
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Any Driveway I 10 fee[
Response: As indicated in the development plans included with this application in Exhibit C (see sheet
C1.10), the subject site is located on a corner lot, and a clear area is maintained at the access to Main
Street. A clear area is also maintained on the southeastern corner of the property at the intersection of
Main Street and 33rd Street. Sidewalk upgrades are proposed along the driveway on 33rd and no new
encroachments into vision clearance triangles are proposed. No screen or other physical obstruction is
proposed. These standards are met.
4.1-135 Sidewalks
A. Sidewalks and planter strips abutting public streets shall be located wholly within the public street
right -of --way, unless otherwise approved by the Director.
Response: As shown in the attached plans (see Exhibit C, sheet C1.10), the existing and proposed
sidewalks and planter strips abutting Main Street and 33rd Street, public streets, are located wholly within
the public street right-of-way. This standard is met.
B. Sidewalks shallbe designed, constructed,replaced orrepaired as specified in the City's Engineering
Design Standards and Procedures Manual, the Development & Public Warks Standard
Construction Specifications and the Springfield Municipal Cade.
Response: As shown in the attached plans (see Exhibit C, sheet C1.10), the proposed sidewalks and
sidewalk improvements are as specified in the applicable criteria, consistent with existing sidewalk design.
These standards are met.
C. Concrete sidewalks must be provided according to Section 4.1-105.C, Table 4.1-1, and the
fallowing criteria:
1. Sidewalks must conform to the existing or planned street grades.
1. Sidewalks must conform to currentADA standards.
3. Sidewalks must be separated from the curb by the planting strip, except when necessary
for connectivity, safety, or to comply with street design requirements, and subject to
approval by the Director.
4. New sidewalk width and type must be consistent with existing sidewalk design in the some
black, but must physically transition to comply with current sidewalk standards as
determined by the Director. When replacing damaged sidewalk, new sidewalk must be
located in the some position as the existing sidewalk.
5. Facilities including, but not limited to, mail boxes, water meters, valves, junction boxes,
manholes, utility poles, trees, benches, fire hydrants, signs, and bus stops must not be
located within the sidewalk, and must be removed or relocated prior to the construction
or reconstruction of the sidewalk, unless otherwise approved by the City Engineer. If
facilities remain, there must be at least 5 feet of unobstructed width on arterial class
streets and 4 feet on all other streets.
Response: As shown in the attached plans (see Exhibit C, sheet C1.10), the proposed sidewalks and
sidewalk improvements are as specified in the applicable criteria, consistent with the existing sidewalk
design along Main Street. No obstructing facilities are located within the sidewalk. These standards are
met.
D. Planter strips are required as part of sidewalk construction.Planter strips must be at least 4.5jeet
wide (as measured from the back of curb to the edge of the sidewalk) and long enough to allow
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the street tree to survive. Planter strips must have approved landscaping consisting of street trees
and ground cover allowed per the City's Engineering Design Standards and Procedures Manual.
Tree wells set in concrete or sidewalk areas must be a minimum of 4 feet by 4 feet. Concrete,
asphalt or other impermeable pavement are not allowed to substitute for landscaping within
planterstrips.
Response: As shown in the attached plans (see Exhibit C, sheet U.10), planter strips will be provided along
the new sidewalk on 33rd. They measure at 1T by 8. This standard is met.
EXCEPTION: Planter strips less than 4.5 feet wide may be permitted when necessary for connectivity,
safety, or to comply with street design requirements, subject to approval by the Director.
E Maintenance of sidewalks is the continuing obligation of the abutting property owner.
Response: This standard is understood.
4.1-140 Street Trees
Street trees are those trees required within the public right -of --way. The primary purpose of street trees is
to create a streetscope that benefits from the aesthetic and environmental qualities of an extensive tree
canopy along the public street system. Street trees are attractive amenities that improve the appearance
of the community, provide shade and visualinterest and enhance the pedestrian environment. Street trees
also improve air quality, reduce stormwater runoff, and moderate the micro -climate impacts of heat
absorbed by paved surfaces. Street trees may be located within a planter strip or within individual tree
wells in a sidewalk, round -about, or median.
EXCEPTION: In order to meet street tree requirements where there is no planter strip and street trees
cannot be planted within the public fight -of -way, trees shall be planted in the required front yard orstreet
side yard setback of private property as specified in the applicable zoning district.
A. New Street Trees. New street trees shall be at least 1 inches in caliper. New street trees shall be
selected from the City Street Tree List and installed as specified in the City's Engineering Design
Standards and Procedures Manual. The Director shall determine which species are permitted or
prohibited street trees.
Response: As shown in the attached plans (see Exhibit C, sheet L1.10), three new street trees are planted
on 33rd. The three existing street trees adjacent to Main Street will be retained. These standards are met.
B. Existing Street Trees
1. Street Tree Retention Standards. Existing trees may meet the requirementfor street trees
(i.e., trees on the City Street Tree List specified in the City's Engineering and Design
Standards and Procedures Manual with a minimum caliper of 1 inches) if excavation or
filling far proposed development is minimized within the dripline of the tree. Sidewalks of
variable width, elevation, and direction may be used to save existing trees, subject to
approval by the Director.
Existing street trees shall be retained as specified in the Engineering Design Standards and
Procedures Manual, unless approvedfor removal as a condition of Development Approval
or in conjunction with a street construction project.
1. Street Tree Removal Standards.
a. City rem oval of existing street trees within the public rightrof-way is exemptfrom
the Vee felling regulations specified in Section 5.19-100.
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b. Existing street trees on private property cannot be removed without prior
authorization by the Director. Removal of 5 or more street trees on private
property is subject to the tree felling standards specified in Section 5.19-100.
C. Existing street trees on private property must not be removed to accommodate
additional or expanded driveways.
3. Street Tree Replacement Standards. Where possible, any street tree proposed to be
removed shall be replaced with a tree at least 1 inches in caliper.
a. It is the responsibility of the City to plant any replacement tree within the public
right -of --way.
b. It is the responsibility of the property owner to plant any replacement street tree
on private property, either as a condition of a Tree Felling Permit or when the
property owner removes a street tree on private property without the City's
authorization. Any replacement street tree shall meet the standards specified in
Subsection A, above.
C. Whenever the property ownerremoves a street tree within the publicright-of--way
without the City's authorization, that person is responsible for reimbursing the
City for the full value of the removed tree, to include replanting and watering
during the 1 -year tree establishment period.
Response: As shown in the attached plans (see Exhibit C, sheet L1.10), the existing street trees adjacent
to the site will be retained. No street trees will be removed. These standards do not apply.
C. Street Tree Maintenance Responsibility.
1. Maintenance of street trees in the public fightrof-way shall be performed by the City.
1. Maintenance of street trees on private property shall be performed by the property owner.
3. Removal of street trees on private or public property does not constitute maintenance.
Any removal of street trees on private property is subject to prior approval by the City as
specified in Section 4.1-1408.1.b. above.
Response: The property owner/applicant understands that maintenance of street trees in the public right-
of-way will be performed by the City and that maintenance of street trees on private property will be
performed by the property owner.
4.1-145 Street lighting
Response: No changes are proposed to street lighting. This standard does not apply.
4.2-150 Multi -Use Paths
A. Development abutting an existing or proposed multi -use path identified in the Springfield
Transportation System Plan (including the Conceptual Street Map), City -adopted bicycle and
pedestrian plan, or the adopted Willamalane Park and Recreation District Comprehensive Plan
must include provisions far the extension of the multi -use path through the development area by
the dedication of public easements or rights -of --way. The developer bears the cast of multi -use
path improvements...
Response: No multi -use paths are abutting the development. This section does not apply.
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4.1-160Accessways
A. Accessways allow pedestrians and bicyclists convenient linkages to adjacent streets, residential
areas, neighborhood activity centers, industrial or commercial centers, transit facilities, parks,
schools, open space, or trails and paths where no public street access exists. Accessways may also
be used as a secondary emergency access. Accessways must be dedicated as public right -o¢ -way
during the development review process...
Response: The site has access to public streets. No accessways or dedicated easements are proposed.
This section does not apply.
Section 4.3-100Infrastructure Standards—Utilities
4.3-105 Sanitary Sewers
Response: The site contains existing development with connection to the sanitary sewer system. No new
development requiring additional connection is proposed. These standards do not apply to the remodel.
4.3-1105tormwater Management
A. Stormwater Management Regulations. By implementing the policies set forth in the currently
approved Stormwater Management Plan, provide far the effective management of stormwater
and drainage from the City into the groundwater and watercourses within the City and its
urbanizing area, minimize demand on the Citys stormwater management system, and alleviate
future costs of treating the discharge; promote water quality, • preserve groundwater and the
vegetation and rivers it supports, reduce peak storm flaws; minimize public and private losses due
to flood conditions, and minimize stormwater discharge impacts on water quality and quantity
and stream flow patterns, including peak and base flows in intermittent and perennial streams,
within the McKenzie River and Willamette River watersheds.
Response: The proposed site modifications do not create any new impervious area; upgrades to the
existing stormwater system are not required. This section does not apply to the proposed project.
4.3-115 Water Quality Protection
Response: The site does not contain any WQLWs. This section does not apply.
4.3-117 Natural Resource Protection Areas
Response: The site does not contain any natural resource protection areas. This section does not apply.
4.3-120 Utility Provider Coordination
A. All utility providers shall be responsible far coordinating utility installations with the City and the
developer through the Development Review Committee or by separate written correspondence.
B. The developer shall be responsible for the design, installation and cost of utility lines and facilities
to the satisfaction of the utility provider.
Response: The developer understands their responsibility for the design, installation, and cost of utility
lines and facilities to the satisfaction of the utility provider. These standards are met.
4.3-115 Underground Placement of Utilities
Response: No changes are proposed to utility systems. This standard does not apply.
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4.3-130 Water Service and Fire Protection
Response: As shown in the attached plans (see Exhibit C, sheet C1.30), the subject development area is
provided with a water system having sufficiently sized mains and lesser lines to furnish an adequate water
supply to the development with sufficient access for maintenance, and fire hydrants and mains are
provided. No changes are proposed. These standards do not apply to this project.
4.3-140 Public Easements
Response: No new utility easements are required or proposed. These standards do not apply.
Section 4.4-100 Landscaping, Screening and Fence Standards
4.4-105 Landscaping
B. Three types of landscaping may be required:
1. Landscaping standards for private property as specified in this Section and other Sections
of this Cade.
1. Street trees in the public right -of --way as specified in Section 4.1-140.
3. Curbside planter strips in the public rightrof-way as specified in Section 4.1-135.
Response: Specific standards related to these types of landscaping are addressed below.
C. Materials and installation costs of planting and irrigation other than what is required by the
Minimum Development Standards (Section 5.15-100) shall not be required to exceed 10 percent
of the value of the new development, including parking facilities. The Director shall determine the
location, quantity and quality of required landscaping as specified in this Cade.
Response: The Minimum Development Standards do not apply to this application. The applicant is not
requesting relief from providing any of the required landscaping. This standard does not apply.
D. Unless otherwise specified in this Cade, the fallowing areas of a /at/parcel shall be landscaped:
1. All required setback areas and any additional planting areas as specified in the
appropriate zoning district.
1. Parking lot planting areas required in this Section.
Response: No changes are proposed to the existing landscaped areas. ld of landscaped setback area is
being added on the corner adjacent to the tire center building being modified.
E At least 65 percent of each required planting area shall be covered with living plant materials
within 5 years of the date of installation. The living plant materials shall be distributed throughout
the required planting area. The planting acceptable per 1,000 square feet of required planting
area is as follows:
1. As a minimum, 2 trees not less than 6 feet in height that are at least 2 inches in caliper (at
the time of planting, not including root ball), and
1. Ten shrubs, 5 gallons orlarger.
3. Lawn and/or groundcaver may be substituted jar trees or shrubbery, unless required jar
screening when there are adequate provisionsfar ongoing maintenance.
EXCEPTION: These standards do not apply to single-family and duplex dwellings on
individual lotslparcels in the LDR District.
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Response: As shown in the attached landscaping plans (see Exhibit C, sheet L1.10), no changes are
proposed to the existing landscaped areas. 10' of landscaped setback area is being added on the corner
adjacent to the tire center building being modified. These standards are met.
F. Parking lot planting areas shall include 1 canopy tree at least 1 inches in caliper that meets City
street tree standards as may be permitted by the City's Engineering Design Standards and
Procedures Manual and at least 4 shrubs, 5 -gallon or larger, for each 100 square feet of planting
area. Shrubbery that abuts public right -of --way or that is placed in the interior of any parking lot
shall generally not exceed 2-1/1 feet in height at maturity. Parking lot planting areas shall include:
1. Parking and driveway setback areas specified in the applicable zoning district and
2. 5 percent of the interior of a parking lot, exclusive of any required parking setbacks, if 24
or more parking spaces are located between the street side of a building and an arterial
or collector street, and are visible from any street.
3. See also Section 3.1-140D.8.c. for multifamily design standards.
Response: As shown in the attached plans (see Exhibit C, sheet U.10), the parking and driveway setback
areas are landscaped for compliance with the applicable standards in the existing plantings as part of the
previous approval received on the site. No new parking lot planting areas are proposed. No parking spaces
are located between the street side of a building and an arterial or collector street (Main Street and 33rd
Street); therefore, the interior parking lot landscaping requirement does not apply to the proposed
development. These standards do not apply.
G. Allnew required planting areas shallbe provided with a permanent underground irrigation system
unless where planted with native species or plant communities, or as may be exempted by the
Director.
Response: The irrigation system will meet this standard and is proposed to be submitted concurrently
with the building permit. This standard is met.
H. Landscaped setbacks abutting required screening on the some property may be exempted by the
Director from planting requirements if the area is not visible from any public rightrof-way or
adjacent property.
Response: No setbacks on the property meet this exemption.
Planting Installation Standards.
1. The applicant shall provide methods for the protection of existing plant material, which
will remain through the construction process. The plants to be saved and the method of
protection shall be noted on the Planting Plan.
1. Existing trees to be retained on private property shall not have construction occur within
the drip line, unless a landscape architect certifies that affected trees will have at least a
90 percent chance of survival over a 5 -year period. Trees to be saved shall be kept free
from trunk abrasion.
3. The Planting Plan may be required to include specifications for topsoil, including depth
and organic matter requirements, to ensure the health and vitality of required planting.
Where planting areas have been excavated, the Planting Plan shall provide for the
replacement of topsoil. All waste material shall be removed from required planting areas
prior to the application of topsoil.
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Inspection may be made by the Director prior to planting to verify proper rough
grade and installation of irrigation systems.
b. Plant materials and soil preparation may be inspected prior to or in conjunction
with the occupancy inspection to ensure that placement, quantity, size and variety
conform to the approved Planting Plan and the requirements of this Section.
Nursery tags identifying variety and species shall remain on plant specimens until
the Final Building Inspection by the Building Official or the issuance of a Certificate
of Occupancy.
Response: As indicated in the landscaping plans, the applicant provides methods for the protection of
existing plant material, as noted on the compliant planting plan. No planting areas will be excavated for
the planting areas. These standards are met.
4.4-110 Screening
A. Unless otherwise specified in this Code, screening shall be required:
1. Where commercial and industrial districts abut residential districts and no approved
screening exists;
1. For outdoor mechanical devices and minor and major publicfacilities;
3. For outdoor storage yards and areas in non-residential districts abutting residential
districts along their common property line,
4. For trash receptacles;
5. For automobile wrecking and salvage yards, and
6. For multifamily developments.
Response: The site abuts a residential district, but no changes are proposed to any of these areas.
4.4-115 Fences
Response: No new fences are proposed. This section does not apply.
Section 4.5-100 On -Site Lighting Standards
4.5-110 Illumination and Height
A. On-site lighting shall be the minimum illumination necessary for a given application including
parking areas and vehicle sales areas. All exterior light fixtures shall be shielded or recessed so
that direct glare and reflection are contained within the boundaries of the property, and directed
downward and awayfrom abutting properties, public rights -of --way,• and riparian, wetlands and
other protected areas identified in this Code on the some property.
B. Height.
1. The height of a free standing exterior light fixture shall not exceed 25 feet or the height of
the principal permitted structure, whichever is less. In this case, height is measured as the
vertical distance between the paved surface and the bottom of the light fixture.
1. EXCEPTIONS.
The Director may allow an increase to the standard in Subsection B.1., above when
a determination is made that personal security is an issue, special security needs
exist, or where vandalism or crime are possible. The Director may consider specific
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site characteristics, level of vehicle and pedestrian conflict, special security needs,
and history or likelihood of crimes in making the determination. Any approved
increase shall be the minimum necessary to achieve the desired result.
The height of a free standing exterior light fixture within 50 feet of any residential
district and riparian, wetlands and othersimilarlyprotected areas shall not exceed
12 feet.
C. The height restriction in Subsection B.1., above shall not apply to lighting used to
illuminate outdoor performance areas, sport and recreation facilities, and
playfields, unless these light fixtures are located within 50 feet of a residential
district.
Response: As indicated in the lighting plan included with this application (Exhibit H) the proposed on-site
lighting is the minimum illumination necessary for the application including parking areas. All exterior light
fixtures are shielded and/or recessed so that direct glare and reflection are contained with the boundaries
of the property and are directed downward and away from abutting properties and public rights-of-way,
designed for compliance with the applicable standards regarding height. These standards are met.
Section 4.6-100 Vehicle Parking, Loading and Bicycle Parking Standards
4.6-110 Vehicle Parking—General
Response: No changes to floor area or number of parking spaces are proposed. This section does not
apply.
4.6-135 Loading Areas—Facility Design and Improvements
Response: No new loading areas are required or proposed. This section does not apply.
4.6-145 Bicycle Parking—Facility Design through 4.6-155 Bicycle Parking—Number of Spaces Required
Response: No changes to floor area or the number of bicycle parking spaces are proposed. This section
does not apply.
Section 4.7-100 Specific Development Standards
4.7-115 Auto, Manufactured Dwelling, RV, Boat, Motorcycle and Truck Saes, Service and Rentals
C. All activities associated with motor vehicle repair and service, with the exception of maintenance
activities including the pumping gas or changing tires, shall take place within a building
constructed to ensure that noise or odors do not disturb the normal operation or tranquility of
neighboring residential, commercial, campus industrial or public land uses. Storage of motor
vehicles to be repaired shall be screened by a sight -obscuring fence. Service stations in the NC
District shall be limited to 1 pumps. A 5 -foot wide landscape strip shall be installed along the street
frontage of all service stations.
Response: The existing and proposed use is a tire service shop. The proposed remodel will enclose the
current service canopies as well as relocate the current outdoor tire wash station inside the building.
These improvements will ensure that any associate noise or odors do not disturb the neighboring land
uses. This standard is met.
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Section 4.8-100 Temporary Use Standards
4.8-110 Manufactured Dwelling as a Construction Office
A manufactured dwelling, provided it meets City and State construction and safety standards for the
proposed use, may be usedfor a temporary construction office in any zoning district until the construction
is complete.
Response: As shown in the attached plans (see Exhibit C sheet C1.10), a manufactured dwelling that meets
City and State construction and safety standards for the construction office use is proposed as a temporary
construction office in the subject commercial zoning district until construction on the proposed
development is complete. This standard is met.
Additionally, a customer showroom trailer will be placed within the parking row to the west of the existing
tire center during the remodel of the retail space.
Chapter 5 The Development Review Process and Applications
Section 5.17-100 Site Plan Review
5.17-105 Purpose and Applicability
B. Site Plan Review is requiredfar.
1. Multifamily residential, commercial, public and semi-public, and industrial development
or uses, including construction of impervious surfaces far parking lots and storage areas,
including:
a. New development on vacant sites and redevelopment as a result of demolition
and removal of existing buildings and impervious surfaces on a formerly occupied
site, except where a proposed development qualifies as an MDS Application in
accordance with SDC Section 5.15.
b. Additions or expansions that exceed either 50 percent of the existing building
grass floor area or 5,000 square feet or more of new building grass floor area
and/or impervious surface area, except where a proposed development qualifies
as an MDSApplicadan in accordance with SDCSection 5.15.
C. Additions, expansions and changes of use, regardless of size or intervening use,
that:
L Contain or are within 150 feet of the tap of bank (as measured from the
property line of the subject property) of any Water Quality Limited
Watercourses (WQLW) identified on the WQLW Map on file in the
Development Services Department;
ii. Contain or are within 100 feet of the tap of bank (as measured from the
property line of the subject property) of any direct tributaries of WQLW
identified on the WQLW Map on file in the Development Services
Department;
iii. Are located within the City's urbanizable area, outside of the city limits
or
18
M.
iv. Are located within 50 feet of residentially zoned or designated land (as
measured from the property line of the subject property).
V. EXCEPTIONS:
(a) The Director may determine that a Type II Site Plan Review does
not apply to certain changes of use required under Subsections
I1.c.i. through iv., above if a finding is made that the change of
use will not have an adverse impact on water quality and/or
residential uses. In this case, the change of use may be reviewed
under Minimum Development Standards procedures specified in
Section 5.5-100 or a Minor Site Plan Modification as specified in
Section 5.17-145.
(b) Developed or partially developed industrial properties 5 acres or
greater in size that have never obtained Final Site Plan Review
approval prior to the adoption of this Code may obtain Final Site
Plan Equivalent Map approval as specified in Section 5.17-135.
This approval is necessary to allow the property owner to use the
Site Plan Modification process specified in Section 5.17-145 for
future additions or expansions.
Discretionary Uses, where applicable.
Development within the area of adopted DevelopmentArea Plans and Conceptual
Development Plans.
Any uses listed in the applicable zoning, overlay or plan district, which specifically
require Site Plan Review.
g. Certain wireless telecommunications systems facilities. See Section 4.3-145 for
siting standards and review process far applicable underlying zoning district.
Response: The proposed remodel is subject to Site Plan Review due to the project's location adjacent to
the single-family residential zone to the north. These standards apply.
C. No development permit will be issued by the City prior to approval of the Preliminary Site Plan
application
Response: This standard is understood and will be met.
5.17-110 Review
A. Pre -Application Options. Although voluntary, prospective applicants are generally encouraged to
request a Development Issues Meeting (informal process) or Pre -Application Report (formal
process) as specified in Section 5.1-110.
Response: The applicant requested a Development Issues Meeting, which was conducted on September
23, 2021. This standard is met.
B. Site Plans are reviewed under Type II procedure, unless otherwise specified elsewhere in this Code.
Response: The subject site plan is reviewed under the Major Site Plan Review Modification process, a
Type II procedure. This standard applies.
5.17-115 Phased Development
Response: No phased development is proposed. This standard does not apply.
19
M.
5.17-110 Submittal Requirements
All Site Plan applications shall be prepared by an Oregon licensed Architect, Landscape Architect Civil
Engineer or Surveyor as determined by the Director. A Site Plan shall contain all the elements deemed
necessary by the Director to demonstrate that provisions of this Code are being fulfilled and may include,
but not be limited to, thefallowing:
A. General Requirements. A Site Plan shall be drawn in ink on quality paper and shall contain the
following information:
1. The scale (appropriate to the area involved and sufficient to show detail of the plan and
related data, for example: 1" = 30; 1" = 50' or 1" = 100), north arrow, and date of
preparation;
1. The street address and assessor's map and tax lot number,•
3. The dimensions (in feet) and size (either square feet or acres) of the development area,
4. Proposed and existing buildings: location, dimensions, size (grass floor area), conceptual
floor plan, setbacks from property lines, distance between buildings and height,
5. The location and height of proposed or existing fences, walls, outdoor equipment and
storage, trash receptacles and signs,
6. Proposed number of employees andfuture expansion plans,
7. Area and percentage of the site proposed far buildings, structures, driveways, sidewalks,
patios and other impervious surfaces. This information is necessary to allow staff to
determine the Site Plan Review fee;
8. Observance of solar access requirements as specified in the appropriate zoning district
9. Exterior elevations of all buildings and structures proposed for the development site,
10. Area and dimensions of all property to be conveyed, dedicated or reserved for common
open spaces, recreational areas and other similar public and semi-public uses.
B. A Site Assessment of the entire development area prepared by an Oregon licensed Landscape
Architect or Engineer and drawn to scale with existing contours at 1 foot intervals and percent of
slope that precisely maps and delineates the areas described below. Proposed modifications to
physical features shall be clearly indicated. The Director may waive portions of this requirement if
there is a finding that the proposed development will not have an adverse impact on physical
features or water quality, either on the site or adjacent to the site. Adjacent properties include
those within the distances specified in Section 5.17-105. Information required for adjacent
properties may be generalized to show the connections to physical features. A Site Assessment
shall contain thefollowing information:
1. The name,location,dimensions, direction off/ow and top of bank of all watercourses that
are shown on the Water quality Limited Watercourse Map on file in the Development
Services Department;
1. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision,
3. The Time of Travel Zones, as specified in Section 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
20
M.
4. Physical features including, but not limited to significant clusters of trees and shrubs,
watercourses shown on the Water quality Limited Watercourse Map and their riparian
areas, wetlands and rock outcroppings; and
5. Soil types and water table information as mapped and specified in the Soils Survey of Lane
County.
6. Natural resource protection areas as specified in Section 4.3-117.
G An Access, Circulation and Parking Plan complying with the provisions of this Code and containing
the fallowing information:
1. The location, dimensions and number of typical, compact and disabled parking spaces;
including aisles, landscaped areas, wheel bumpers, directional signs and striping;
1. On-site vehicular and pedestrian circulation;
3. Access to streets, alleys and properties to be served, including the location and dimensions
of existing and proposed driveways and driveways proposed to be closed;
4. Exterior lighting as specified in Subsection H. below,
5. The location, type and number of bicycle spaces,
6. The amount of gross floor area applicable to the parking requirement far the proposed
use,
7. The location of off-street loading areas,
8. Existing and proposed transit facilities,•
9. A copy of a Right -of --way Approach Permit application, where the property has frontage
on an Oregon Department of Transportation (ODOT) facility,• and
10. A Traffic Impact Study prepared by a Traffic Engineer as specified in Section 4.2-105A.4.
D. ALandscape Plan, drawn by a Landscape Architect orotherprofessional approved by the Director,
complying with the provisions of this Code that contains the fallowing information.
1. Screening as specified in Section 4.4-110,
1. The use of plantings in erosion centro/ and stormwater treatment facilities, if any,•
3. A permanent irrigation system, unless specifically exempted as specified in Section 4.4-
100,
4. Street trees as specified in Section 4.1-140,
5. A specifications list far all materials to be used shall accompany the Planting Plan. Plant
sizes shall be listed at the time of installation, and shown on the Planting Plan at mature
size; and
6. A description of planting methods as specified in Section 4.4-100.
E An Improvements Plan complying with the standards of Sections 4.1-100,4.1-100 and 4.3-100 that
contains thefollowing information:
1. The name and location of all existing and proposed public and private streets within or on
the boundary of the proposed development site including the right -of --way and paving
dimensions, and the ownership and maintenance status, if applicable;
21
M.
1. Location of existing and required traffic can "I devices, fire hydrants, streetlights, power
poles, transformers, neighborhood mailbox units and similar public facilities,•
3. The location, width and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways and trails, and
4. The location and size of existing and proposed utilities and necessary easements and
dedications on and adjacent to the site including sanitary sewer mains, stormwater
management systems, water mains, power, gas, telephone, and cable TV. Indicate the
proposed connection points.
F. A Grading, Paving and Storm water Management Plan drawn to scale with existing contours at 1 -
foot intervals and percent of slope that precisely maps and addresses the information described
below. In areas where the percent of slope is 10 percent or more, contours may be shown at 5 -
foot intervals. This plan shall show the stormwater management system for the entire
development area. For Site Plans with more than 5,000 square feet of new paving area, an Oregon
licensed Civil Engineershall prepare the plan. Where plants are proposed as partofthe stormwater
management system, an Oregon licensed Landscape Architect may be required. The plan shall
include thefollowing components:
1. Roof drainage patterns and dischargelocations,
1. Pervious and impervious area drainage patterns,
3. The size and location of stormwater management systems components, including but not
limited to: drain lines, catch basins, dry wells and/or detention ponds, stormwater quality
measures, • and natural drainageways to be retained,•
4. Existing and proposed elevations, site grades and contours and
5. A stormwater management system plan with supporting calculations and documentation
as required in Section 4.3-110 shall be submitted supporting the proposed system. The
plan, calculations and documentation shall be consistent with the Engineering Design
Standards and Procedures Manual to allow staff to determine that the proposed
stormwater management system will accomplish its purposes.
G. A Phased Development Plan, where applicable, that indicates any proposed phases for
development including the boundaries and sequencing of each phase as specified in Section 5.17-
115. Phasing shall progress in a sequence that promotes street connectivity between the various
phases and accommodates other required public improvements, including but not limited to,
sanitary sewer, stormwater management, water and electricity.
H. An On-site Lighting Plan showing the location, orientation, and maximum height of all proposed
exterior light fixtures both free standing and attached. The lighting plan shall also detail the type
and extent of shielding, including cut-off angles and the type of illumination, the wattage,
luminous area, and a photometric test reportfar each light source.
1. Additional information and/or applications required at the time of Site Plan Review applications
submittal shall include thefollowing items, where applicable:
1. A brief narrative explaining the purpose of the proposed development and the existing use
of the property.
1. If the applicant is not the property owner, written permission from the property owner is
required as specified in Subsection 5.4-1058.1.
22
M.
3. A Vicinity Map drawn to scale showing bus stops, streets, driveways, pedestrian
connections, fire hydrants and other transportation/fire access issues within 100 feet of
the proposed development area.
4. How the proposal addresses the standards of the applicable overlay district, where
applicable.
5. How the proposal addresses Discretionary Use criteria, where applicable.
6. A Tree Felling Permit as specified in Section 5.19-100.
7. An Annexation application, as specified in Section 5.7-100, where a development is
proposed outside of the city limits but within the Citys urban service area and can be
serviced by sanitary sewer.
8. A wetland delineation approved by the Department of State Lands shall be submitted
concurrently, where there is a wetland on the property.
9. Evidence that any required Federal or State permit has been appliedfor or approved shall
be submitted concurrently.
10. A Geotechnical Report prepared by an Engineer shall be submitted concurrently, if the
required Site Assessment specified in Section 5.17-110 indicates the proposed
development area has unstable soils and/or a high water table as specified in the Soils
Survey of Lane County.
Response: As demonstrated in the Exhibits included with this application, a compliant site assessment;
access, circulation, and parking plan; landscape plan; improvements plan; grading, paving, and
stormwater management plan; on-site lighting plan; and this narrative are included with this site plan
application. These standards are met.
5.17-115 Criteria
The Director shall approve or approve with conditions: a Type 11 Site Plan Review application upon
determining that approval criteria in Subsections A. through E, below have been satisfied. If conditions
cannot be attached to satisfy the approval criteria, the Director shall deny the application.
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan
diagram, Plan District map, and Conceptual Development Plan.
Response: The subject CC zoning is consistent with the Metro Plan diagram/Eugene-Springfield
Metropolitan Area General Plan designation of commercial and with the applicable Mid -Springfield
Refinement Plan diagram. These standards are met.
B. Capacity requirements of public and private facilities, including, but not limited to, water and
electricity; • sanitary sewer and stormwater management facilities and streets and traffic safety
controls shall not be exceeded and the public improvements shall be available to serve the site at
the time of development unless otherwise provided for by this Code and other applicable
regulations. The Public Works Director or a utility provider shall determine capacity issues.
Response: As demonstrated in the responses provided in this narrative and as shown in the attached plans
in Exhibit C, capacity requirements of public and private facilities and streets and traffic safety controls
will not be exceeded, and the public improvements will be available to serve the site at the time of
development. Because the remodel is limited to the existing tire center and will not intensify the
development, it is appropriate to limit the new frontage improvements to the northern extent of the
building and driveway. These standards are met.
23
M.
C. The proposed development shall comply with all applicable public and private design and
construction standards contained in this Code and other applicable regulations.
Response: As demonstrated in the responses provided in this narrative and as shown in the attached plans
in Exhibit C, the proposed development complies with all applicable public and private design and
construction standards contained in this Code and other applicable regulations. These standards are met.
D. Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle
and pedestrian safety to avoid congestion, provide connectivity within the development area and
to adjacent residential areas, transit stops, neighborhood activity centers, and commercial,
industrial and public areas, minimize driveways on arterial and collector streets as specified in this
Code or other applicable regulations and comply with the ODOT access management standards
for State highways.
Response: No changes are proposed to the parking areas or ingress/egress locations. Improvements are
proposed to the driveway from 33rd Street to the site. These standards are met.
E Physical features, including, but not limited to: steep slopes with unstable soil or geologic
conditions, • areas with susceptibility of flooding, significant clusters of trees and shrubs,
watercourses shown on the WQLW Map and their associated riparian areas, other riparian areas
and wetlands specified in Section 4.3-117,• rock outcroppings; open spacer and areas of historic
and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760,
358.905-955 and 390.135-140, shall be protected as specified in this Code or in State or Federal
law.
Response: No regulated physical features are known to exist on the subject site at the time of this
application. If any objects of historic and/or archaeological significance are discovered on site during
construction or other activity, then activity will cease until a qualified professional can assess the
discovery. These standards are met.
5.17-130 Conditions
To the extent necessary to satisfy the approval criteria of Section 5.17-115, comply with all applicable
provisions of this Code and to mitigate identified negative impacts to surrounding properties, the Director
may impose approval conditions. Conditions imposed to satisfy the Site Plan application approval criteria
shall not be used to exclude 'heeded housing" as defined in OAR 660-08-015. All conditions shall be
satisfied prior to Final Site Plan approval. Approval conditions may include, but are not limited to:...
Response: This provision is understood and the owner plans to comply with any applicable conditions.
5.17-135 Final Site Plan/Final Site Plan Equivalent Map
A. Final Site Plan, Generally. Within 90 days of an affirmative decision by the Approval Authority, a
complete Final Site Plan shall be submitted to the Development Services Department. The Final
Site Plan submittal shall incorporate all approval conditions listed in the staff report. The Final Site
Plan shall become null and void if construction has not begun within 1 years of the signing of the
Development Agreement required in Section 5.17-140.
Response: A Final Site Plan application will be submitted following approval of this application. This
standard will be met.
5.17-140 Development Agreement
A. To complete the Site Plan Review Process, a Development Agreement shall be prepared by the
Director to be signed by the applicant The purpose of the Development Agreement is to ensure
that the terms and conditions of Site Plan Review approval are understood and binding upon both
24
M.
the applicant and the City. The Development Agreement and the Final Site Plan approval are valid
for 1 years from the date the document is signed. If construction does not begin within this time
line, both the Final Site Plan and the Development Agreement shall became null and void.
However, 1 extension, not to exceed 1 year may be granted by the Director upon receipt of a
written request by the applicant, including an explanation of the delay. Work under progress shall
not be subject to Final Site Plan or Development Agreement expiration.
EXCEPTION: No Development Agreement shall be required for a Final Site Plan Equivalent Map
application that is approved as specified in Section 5.17-135.
B. A Building Permit may be issued by the Building Official only after the Development Agreement
has been signed by the applicant.
C. No building or structure shall be occupied until all improvements are made as specified in this
Section, unless otherwise permitted in Section 5.17-150.
D. Upon satisfactory completion of site development, as determined by a Final Site Inspection (prior
to the final building inspection), the City shall authorize the provision of public facilities and
services and issue a Certificate of Occupancy.
Response: A Development Agreement will be prepared and signed following approval of the Final Site
Plan. This standard will be met.
5.17-145 Modifications
A. The Site Plan Modification process establishes procedures to allow certain adjustments to an
approved Site Plan, either after Preliminary Approval or after Final Approval. This process shall
assure that any proposed Major Site Plan Modification continues to comply with the approval
criteria specified in Section 5.17-115.
B. The Site Plan Modification process shall only apply to Site Plan applications approved after June 5,
1986.
1. The Site Plan Modification process shall not apply to any proposed development that
qualifies as an MDS application.
1. Where there is a change of use on a property that received Site Plan Review approval, the
Director may perform a site visit prior to a Site Plan Modification application submittal. If
the property is currently in compliance with all criteria of approval specified in Section
5.17-115, no Site Plan Modification application will be required.
C. The Director shall determine whether the Site Plan Modification will be processed under the Type
I or Type II review process as follows:
1. A Minor Site Plan Modification application is evaluated under the Type I review process.
The application is reviewed based upon a particular standard as specified in this Code that
does not involve a Type II or Type III Variance, e.g., a modification in the location or type
of required landscaping or an insignificant change in the number and/or layout of parking
spaces.
1. A Major Site Plan Modification application is evaluated under the Type II review process.
The application is reviewed based upon a particular criterion as specified in Section 5.17-
115, e.g., a revision of the stormwater management plan, a substantial increase in the
size of the building or when commercial or industrial development abuts property zoned
residential. The Type II review process shall also be applied when:
The modification involves any items listed in Subsection 5.17-105,
25
M.
A Federal or State agency issues a permit that substantially alters an approved
Site Plan; or
Pad sites in shopping centers or future phases shown on an approved Final Site
Plan have not been constructed within the time line specified in Section 5.17-135.
D. The criteria of approval far a Site Plan Modification application shall be in compliance with the
applicable standard and/or criteria of approval specified in Section 5.17-115.
E. The Director may require approval conditions as specified in Section 5.17-130.
F. A Final Site Plan and Development Agreement is required as specified in Sections 5.17-135 and
5.17-140.
Response: As described above, the subject site previously received site plan review approval under case
file number DRC2004-00033. The City has indicated that Major Site Plan Review Modification approval
will be required. The proposed development is designed for compliance with the applicable standard
and/or approval criteria. A Final Site Plan and Development Agreement are understood as required, and
these items will be submitted following approval of this modification application. These standards are
met.
5.17-150 Security and Assurances
All required improvements shall be installed prior to the issuance of a Certificate of Occupancy or Final
Building Inspection for the development unless specified in Section 5.15-100 or improvements may be
deferred far goad muse by the Director if security as specified in Subsection C., below is approved to the
satisfaction of the City Attorney.
A. A Temporary Certificate of Occupancy may be issued prior to complete installation and approval
of improvements, if security is filed with the City.
B. Required security shall equal 110 percent of the cast of the design, materials and labor, as
determined by the Director. Required security may consist of cash, certified check, time certificate
or deposit, or lending agency certification to the City that funds are being held until completion.
C. If the installation of improvements is not completed within the period stipulated by the Director,
or if the improvements have been improperly installed, the security may be used by the City to
complete the installation, or the security may be held by the City and other enforcement powers
employed to prevent final occupancy until the improvements are completed.
D. Upon completion of the improvements as certified by the Director, any portion of the remaining
security deposited with the City, including any accrued interest, shall be returned.
Response: These standards are understood and will be met.
5.17-155 Maintaining the Use
Once a Certificate of Occupancy has been granted or a Final Building Inspection has taken place:
A. The building and site shall be maintained as specified in this Cade in order to continue the use.
B. It shall be the continuing obligation of the property owner to maintain the planting required by
Section 4.4-100 in an attractive manner free of weeds and other invading vegetation. Plantings in
the vision clearance area shall be trimmed to meet the 1-1/1 foot height standard as specified in
Section 4.1-130.
26
M.
G Parking lots shall be maintained by the property owner or tenant in a condition free of litter and
dust, and deteriorated pavement conditions shall be improved to maintain conformance with
these standards.
D. Undeveloped land within a development area shall be maintained free of trash and stored
materials in a mowed and attractive manner. Undeveloped land shall not be usedfor parking.
Response: These standards are understood and will be met.
27
M.
Iv. CONLCUSION
The findings presented above have demonstrated that the proposed site plan is designed for compliance
with the applicable standards and should be approved. The proposal meets the applicable standards for
Major Site Plan Review Modification.
28
Mackerm e
Portland, OR
us
Tel 503224-9580
F. 503228-1285
Veto mclume.c.
MACKENZIE.
DESIGN DRIVEN I CLIENT FOCUSED
2210232.00 LS 027 Springfield OR DD SD
Document Issue Sheet
Issue No: 6
Date: 17 Nov 2021 Issue Notes: Major Site Plan Review Modification & DWP
Application 11-17-21
Issued By: Suzannah Stanley
Documents
Document Title Document Details
Revision
File Type
Issue Reason
OORPT-City of
1.1)
pdf
For your approval
Springfield -Major Mod
Civil &gin.
By Download
1
Narrative -2111111117
Traffic &giner
By Download
1
Exhibit AA, Site Plan
1.5
pdf
For your approval
Review Major
Modification
Application Form
Exhibit A.2, CWP
14
pdf
For your approval
Overlay District
Development
Application Form
Exhibit B. Deed
1.0
pdf
For your approval
Exhibit C. Ran.
10
pdf
For your approval
Exhibit D.&.water
10
pdf
For your approval
Management System
Scope of Mil,
Exhibit E. Tile Report
1.1
pdf
For your approval
Exhibit F. Hazardous 2D21 updated CWP & Hoz Mat Report from LS
1.0
pdf
For your approval
Materials Handling,
Storage and
Emergency Spill
Response Training
Plan
Exhibit O. Setback
1.0
pdf
For your approval
Waiver
Exhibit H. Photometric Photometric plan 2D21
1.0
pdf
For your approval
Study
Recipterlts
Recipient Name
Rate
Media
Copies
Angeline McFadden (Mackenzie Portlantl)
By Download
1
Bailey Currier (Mackenzie Portland)
Civil &gin.
By Download
1
Brent Ahrend (Mackenzie Portland)
Traffic &giner
By Download
1
Crew Larson (City of Springfield Springfield)
By Download
1
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Mackenzie
Portland, OR
us
Tel 5032249580
Fax: 50322&1285
Wim: mclmze.c.
MACKENZIE.
DESIGN DRIVEN I CLIENT FOCUSED
2210232.00 LS 027 Springfield OR DD SD
Document Issue Sheet
Janet Jones (Mackenzie Portland)
Julie Bradshaw (Mackenzie Portland)
Matthew Hannigan (Les Schwab Tire Center: Cooky Road)
Suzannah Stanley (Mackenzie Portland)
Implied
By Download
Implied
By Download
By Download
Planner
By Download
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Les Schwab - Springfield
Photometric Simulation for
Site Lighting
Interface EngineeringI N T E R F AC E
ENGINEERING
100 SW Main Street
Suite 1600, Portland, OR 97204
503.382.2676
kristinm@interfaceeng.com
Date: 11/16/2021
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Photometric Simulation for ENGINEERING
100 SW Main Street 110
Site Lighting Suite 1600. Portland. OR 97204
503.382.2676
kristinm@interfaceeng.com
Date :11 /16/2021
Page 2 of 2
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All that serfam real prnaerty situated in the elty of spine field,
are Co.", state of o. ogee,. a toed -follows.
hagmomg o th° southwest col f the'nae C e
Wnatian L,ma Clem No 01.4 wnsihl 177 So oth, Ransage- 2 2
,.it, of Willamette Me"awn thence eoath0 50 west
1567. i feet to an free, pipe oa thenorth rspht of way line of
fhe McXen is H.ghway thence north 09 44 west 240.7 fort
along the north right of way Use of the mexenexe Ehghway to
at, Iron &n marl,b- the tree Islet or begcmung. thence sontmue
orth 09 44 west 243 i feet along the —01 has ofthe Mc%e.aae
Highway to a point marked by an van sin, thence north o° 30.1/2'
ant 236 05 feet to an iron pin thence south C9 44 —31 65 0
feet to ar. iron pin, thence esnth 0° 30-1 Ilwent 56.7 feet to an
s
iron pin; the"— south 89° 44' east 170.7 feet to a letnt on the
,,as, hne of a 60 footroadway; th°nce south 0° 30 t/2 west
179. 35 feet steel the west line of said bo foot roadway to the
point of begin.,, to Lane Coonly, Oregon.
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DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spdrygfialdor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Area helm this b'neJUIed outbyApplica n) __—
(Please return to Clayton MEachern @ City ofSprb4giiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnae�lern@sprirtglleldor.gov
Project Name: LS#027 - Springfield Applieaaf: Contact: Susannah Stanley
Assessors Parcel #: 1702313104600 Date: November_ 2021
Land Use(s): Commercial Phone#: 971-346-3808
Project Size (Acres): 3.62 Fax #:
Approx. Impervious Area:
111,368 sf (2.56 AC) Email: sstanley@mcknze.com
Project Description (Include a copy of Assessor's map):
The proposed project is a within -the -walls remodel, also infilling most of the existing canopy area.
Exterior work will likely be limited to refresh of materials and a potential entry enhancement.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
No modifications to the existing drainage are proposed as part of the scope of this project.
Improvements to right-of-way on 33rd Street will continue to drain via a paved ditch to an
existing catch basin.
Proposed Storrewater Best Management Practices:
None proposed as the project is not modifying the existing drainage or storm system.
(Area below this line rdkd ord by the City andRehvned k the Aaaheand
(At a nunimmte5 all bases checked by the City on the front and backoftids sheet shall be subnutted
or on application to be coaWletefor subnuttal, although other requirements nay, be recess
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
❑ Small Site Study—(use Rational Method for calculations)
❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starling water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on
application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield
Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site
appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickel below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration
media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormrmer Management Manual.
❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stomrmvater Management Manual (Sec2A.1).
❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
drains.
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03A.0
❑
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
❑
❑
Elevations of the HGL and flow lines for both city and private systems where applicable.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
another.
❑
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation.
❑
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study
and plan set. Signature Date
Form Version 5: June 2015
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17023134 - - -
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
SPRINGFIELD
W *
Drinking Water Protection Overlay District Development
Required Project Information
Applicant Name: Matt Hannigan
(Applicant., complete this section)
Phone (541)416-5238
Company:Less°swab Tire cenrereaoreeon
Fax:
Address: P'O'BO%0•Bend.oasnw
Applicant's Re suaannah Stanley
Phone 9714149 BaoB
Company: Mackenzie
Fax:
Address; 1515 SE Water Avenue 11% Portland, OR 97214
Pro ertOwner: Matt Hannigan
Phone (541)416-5238
Company: t -ea Schwab Tire centers a Oregon
Fax:
Address: P.O. Box 10, Bend, OR snoe
ASSESSOR'S MAP NO: 1702313
TAX LOT 04200,04201, 04500, 04600,04700, 04701,
04800,04900
Property Address: 3294 Main Street, Springfield, OR97478
Size of Property: 157.532
Acres ❑ Square Feet
Zoning: Community Commercial District (CC)
Existing Use: Les Schwab Tire Store
Description of If you are filling in this form by hand, please attach your proposal description to this application.
The proposer1project a a withlmthe walls remorel, also Infilling most W the existing campy area. Exterior wok limiterl to refresh of
Proposal: materbls, entry enhancement, and dreerway and sbewak wont alon, 2Bd.
Si natures: Please si n and print your
Required Property Information
Associated Cases:
name and date in the aDDrooriate box on the next pacf.
(City Intake Staff., complete this section)
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
1 Postage Fee: $0
TOTAL FEES: $
PROJECT NUMBER:
Revised 1/15/09 ddk 1 of 5
Signatures
The
euundersigned
lacknowledges that the information in this application is correct and accurate.
'V' • '�G�n�`�� Date: November 11, 2021
Signature
Matt Hannigan
Print
Owner:
m Date: November 11, 2021
Signature
Matt Hannigan
Print
Revised 1/15/09 ddk 2 of 5
Drinking Water Protection Application Process
1. Applicant Submits a Drinking Water Protection Application to the Development &
Public Works Department
The application must conform to the Drinking Water Protection Submittal
Requirements Checklist on pages 4-5 of this application packet.
Planning Division staff screen the submittal at the front counter to determine
whether all required items listed in the Drinking Water Protection Submittal
Requirements Checklist have been submitted.
Applications missing required items will not be accepted for submittal
2. City Staff Conduct Detailed Completeness Check
• Planning Division staff conducts a detailed completeness check within 30 days of
submittal.
• The assigned Planner notifies the applicant in writing regarding the completeness of
the application.
• An application is not be deemed technically complete until all information necessary
to evaluate the proposed development, its impacts, and its compliance with the
provisions of the Springfield Development Code and other applicable codes and
statutes have been provided.
• Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in denial.
3. City Staff Review the Application and Issue a Decision
• This is a Type I decision and thus is made without public notice and without a public
hearing since there are clear and objective approval criteria and/or development
standards that do not require the use of discretion.
• Decisions address all the applicable approval criteria and/or development standards.
• Applications may be approved, approved with conditions, or denied.
• The City mails the applicant and any party of standing a copy of the decision, which
is effective on the day it is mailed.
• The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Hearings Official.
Revised 1/15/09 ddk 3 of 5
DWP Overlay District Development Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
® Submitted Concurrently with Site Plan Review or Minimum Development Standards
applications, where applicable.
® Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development & Public
Works Department. The applicable application, technology, and postage fees are collected
at the time of complete application submittal.
® DWP Overlay District Development Application Form
® Copy of the Deed
® Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
® Narrative explaining the proposal and any additional information that may have a bearing
in determining the action to be taken, including findings demonstrating compliance with
the Standards for Hazardous Materials within Time of Travel Zones (TOTZ) listed in SDC
3.3-235.
NOTE: Before the Director can approve a DWP Overlay District Development request,
information submitted by the applicant must adequately support the request. All of the
Standards for Hazardous Materials within TOTZ must be addressed. Incomplete
applications, as well as insufficient or unclear data, will delay the application review
process and may result in denial. In certain circumstances, it is advisable to hire a
professional planner or land use attorney to prepare the required findings.
® Three (3) Copies of a Plot Plan reduced to 8 1/2' by 11" outlining the applicable TOTZ
boundaries in relationship to the property boundaries
® Three (3) Copies of the Following:
® Use of hazardous materials that pose a risk to groundwater that existed on the
property prior to May 15, 2000, if applicable
® Hazardous Material Inventory Statement and Material Safety Data Sheet for all
materials entered on the Statement. Hazardous material weights shall be converted to
volume measurement for purposes of determining amounts (i.e. 10 pounds shall be
considered equal to one gallon)
® List of chemicals to be monitored through the analysis of groundwater samples and a
monitoring schedule if groundwater monitoring is anticipated to be required
® Detailed description of the activities conducted at the facility that involve the storage,
handling, treatment, use, or production of hazardous materials in aggregate quantities
greater than 500 gallons
® Description of the primary and any secondary containment devices proposed, and, if
applicable, clearly identified as to whether the devices will drain to the sanitary sewer
or stormwater system
Revised 1/15/09 ddk 4 of 5
® Proposed Hazardous Material Management Plan for the facility that indicates
procedures to be followed to prevent, control, collect, and dispose of any unauthorized
release of a hazardous material
® Description of the procedures for inspection and maintenance of containment devices
and emergency equipment
® Description of the plan for disposition of unused hazardous materials or hazardous
material waste products over the maximum allowable amounts, including the type of
transportation and proposed routes
Revised 1/15/09 ddk 5 of 5
Les Schwab Tire Center #27
Springfield, Oregon
Hazardous Materials Handling, Storage and
Emergency Spill Response Training Plan
Updated 10/25/2021
Store # 27
Address: 3294 Main St.
City: Springfield
State: Oregon
Zip Code: 97478
Phone: 541-747-4289
Section 1: Storage and Handling of Hazardous Materials
Section 2: Storage and Handling of Hazardous Wastes
Section 3: Prevention of Discharges to the Storm Water System
and City Sanitation System
Section 4: Spills and Leaks
Section 5: Emergency Equipment
Section 6: Hazardous Waste Contractors
Section 7: First Aid Response
Section 8: Employee Training
Page I 1
Important Drinking Water Protection Points to
Remember
• Approximately 90% of Springfield's drinking water comes from
groundwater, which is pumped from 33 different wells.
• Because we draw our water from the aquifer directly beneath the
city and because the groundwater occurs at very shallow depths (10
to 20 feet), activities within the city boundaries can have a strong
impact on the quality of our drinking water supply. We literally "live
and work atop our drinking water supply."
• Chemicals that leak or spill onto the ground surface, run off from
parking areas, or enter storm drains or surface waters pose a
significant risk to the City's drinking water supply.
• Treatment of chemical -contaminated water is very expensive and is,
in some cases, not even possible. Therefore, the most effective
strategy is to prevent contamination. Currently we enjoy very high
quality water, but we cannot take that quality for granted.
Prevention is the key.
• Springfield's businesses play a crucial role in helping to protect
Springfield's drinking water supply. Les Schwab Tire Center #27 is
located in a very sensitive area: the 10-20 year time -of -travel zone.
This means that chemicals that spill or leak onto the ground at this
site could reach the well in 10-20 years.
• Les Schwab has taken special precautions, such as providing spill kits
in strategic locations, which are designed to prevent groundwater
contamination. However, the physical measures are successful only
when individual employees are aware of the need to prevent
drinking water contamination.
• Educating staff and patrons about the importance of preventing
contamination is an invaluable step in protecting our drinking water
resource. Simple steps individuals can take include immediately
cleaning up and reporting spills, monitoring parking lots for leaking
Page 12
vehicles or equipment, carefully managing pesticide use, not
allowing chemicals to enter drains, properly disposing of chemicals,
keeping all chemicals in secondary containment, and carefully
managing chemical use and storage.
If you have any questions about Springfield's drinking water protection
program, please contact the Drinking Water Source Protection
Coordinator, Springfield Utility Board, 541.744.3745
Additional assistance is available from the Les Schwab EHS Manager,
Scott Knutz at 541-416-5514.
scott.w.knutz[a)lesschwab.com
1. Storage and Handling of Hazardous Materials
Page 13
(a) Hazardous materials should be stored, whenever possible, in their original
containers. These containers are labeled with the contents clearly identified. If
materials are transferred into other containers, the receiving container must be
labeled accordingly
(b) Hazardous materials should be handled in a manner as to minimize the
amount in use at any one time.
(c) Hazardous materials should be stored as to prevent damage from vehicular
traffic.
(d) Compressed (i.e. welding) gases, if used, are stored in an upright position and
properly secured/chained. The shipping bonnet should remain in place until the
cylinder is put in to use. Empty and full containers should be separated and
labeled accordingly ("FULL" and "EMPTY").
(e) Current copies of the Safety Data Sheets (SDS) are located onsite and stored
electronically on the Company intranet site.
2. Storage and Handling of Hazardous Wastes
Waste Oil — Waste oil and other petroleum based lubricants (excluding waste
brake fluid) are stored in one steel drum not exceed 55 gallons of capacity. The
drum is pre -labeled with the proper "Used Oil Only" sticker by
Safety-Kleen/Emerald Services. It is Store Management's responsibility to ensure
the accumulation start date is recorded on the label. By law, all waste
accumulated in Oregon must be disposed of within 180 days of the accumulation
start date regardless of amount generated.
Containment—The waste oil drum is stored on a plastic, baffled spill containment
pallet and spill kits are located nearby to prevent any discharge from contacting
the storm water system or the city sanitation system.
Storage Drum and Containment Inspections — All storage drums and secondary
containment pallets will be inspected weekly by a member of store management.
Repairs/replacements or other issues found during tank or containment
inspections will be immediately corrected.
Waste Brake Fluid — Waste brake fluid is stored in one steel drum not to exceed 55
gallons of capacity. Drum is stored on a baffled containment pallet. Waste oils
Page 14
MUST NOT be introduced to the waste brake fluid drum. The drum is pre -labeled
with the proper "Hazardous Waste" sticker by Safety-Kleen/Emerald Services. It is
Store Management's responsibility to ensure the accumulation start date is
recorded on the label. By law, all waste accumulated in Oregon must be disposed
of within 180 days of the accumulation start date regardless of amount generated.
Containment —The used brake fluid drum is stored on a plastic, baffled spill
containment pallet and spill kits are located nearby to prevent any discharge from
contacting the storm water system or the city sanitation system.
Storage Drum and Containment Inspections —AII storage drums and secondary
containment pallets will be inspected weekly by a member of store management.
Repairs/replacements or other issues found during tank or containment
inspections will be immediately corrected.
Waste Lead Acid Automotive Batteries — Waste batteries are stored in the Tire
Center warehouse on a wooden pallet provided by Johnson Controls Inc. (JCI).
Reinforced cardboard absorbent cushions are used between layers to prevent
battery breakage and act as a spill sponge in the event of a leaky battery. Waste
batteries with noticeable leaks or missing filler caps must be double wrapped and
sealed in leak proof plastic bags. Les Schwab Tire bags will suffice for this purpose.
Care should be exercised during all phases of waste battery handling to prevent
terminals from touching across battery to battery and to prevent breakage.
Contaminated Rags— Rags or shop towels which have become soiled with
hazardous waste or flammables during commercial use will be stored in a covered,
fireproof can in either a 10 or 14 gallon capacity. The preferred laundry service will
facilitate the cleaning and returning of the product to the Store.
Record Keeping —All records pertaining to any liquid or solid waste recovery must
be maintained at the Store location for 3 years.
Hazardous Waste Manifests —The provider will leave Store Management a
Uniform Hazardous Waste Manifest for certain materials such as; brake fluid and
brake lathe shavings.
Page 15
3. Prevention of Discharges to the Storm Water System and
City Sanitation System.
(a) All discharges of anything other than clean water to the street gutters, parking
lot, storm drains or sidewalks should be avoided. Small spills or leaks, which may
reach storm or sewer water inlets, shall be addressed as detained below.
1. Cleaning of automotive parts or tire and wheels shall only occur where
the discharge is properly treated and legally discharged.
2. Floor or shop drains shall not be used for disposal of hazardous materials
or hazardous wastes.
3. Oil water separators shall be managed and maintained in accordance
with procedures established by the local wastewater treatment authority.
4. Only clean rain water runoff shall enter storm drains.
5. Do not wash vehicles in an area where the soapy runoff will be
introduced to the storm water drainage system.
6. Do not wash out service bays with water.
7. Inspect waste containers and secondary containment units regularly and
repair, replace or discard defective units.
8. Use drain covers and absorbent snakes to prevent illicit discharges to the
storm water or city sewer services drains.
4. Spills and Leaks.
(a) Notification: In the event of a hazardous material release, or a threatened
release, immediately notify the appropriate authorities. This is to be done as soon
as possible without delaying the immediate control of the release or threatened
release, or delaying medical procedures. Make the following notifications.
1.911— Police, fire and medical
2. Les Schwab Safety Department 541-416-5514 or 541-905-2747
3. Safety-Kleen 24 Hour Emergency Response Line 1-800-468-1760
Page 16
Include the following information:
(a) Exact location of release or threatened release.
(b) Name of person reporting and call back telephone number.
(c) Hazardous material(s) involved.
(d) Estimated quantity of hazardous material(s).
(e) Potential hazards presented by the hazardous material(s).
Immediate reporting IS NOT required if there is a reasonable belief
that the release poses no significant present or potential hazard to
human health and safety, property, or the environment. Call the
Company Safety Department (541-416-5514 or 541-905-2747) for
assistance in evaluating the significance or a release or potential
release if necessary.
(b) Emergency Actions — In the event of a large spill the following action
should be taken.
CALL SAFETY-KLEEN 24 Hour Emenzency Response 1-800-468-1760
1. Turn power off at electrical panel, if it is safe to do so.
2. Evacuate employees and customers to the staging area indicated
on the facility map.
3. Identify locations of potentially affected storm or city sanitation
drains and block with designated equipment.
4. Store Manager or Assistant Manager to meet with any responding
agency.
5. Consult/review product Safety Data Sheet(s) to evaluate possible
cleanup options and necessary safety equipment.
Small Spills— In the event of a small spill the following actions should be
taken:
1. Contain the spill and secure the area so that no one walks over the
spill. This can be accomplished by using absorbent material, or other
cleanup material, and high visibility cones or caution tape.
Page 17
2. Eliminate any potential ignition sources such as running engines or
customers smoking.
3. Clean up the contaminated absorbent and place it in the
appropriately labeled container or call Safety-Kleen or Emerald
Services at 1-541-416-5514.
4. Arrange for proper disposal through Safety-Kleen or Emerald
Services.
Spill Kits— Kits for cleaning up small to medium spills is provided by the Les
Schwab Safety Department and contains the following items:
1. Absorbent snake pads
2. Absorbent pad squares
3. Absorbent granules
4. Drain Covers
5. Instructions for use/disposal
Gloves, safety glasses or goggles and other protective gear are located in
the facility.
S. Emergency Equipment.
Emergency Equipment at the Store:
1.50lbs of absorbent granules
2. Spill kit with adequate amounts of absorbent pads, snakes, pillows
and drain covers.
3. Safety glasses (employee keeps on person)
4. Safety goggles/splash goggles (located at battery charging station)
5. Chemical resistant gloves (located at battery charging station)
6. Chemical resistant apron (located at battery charging station)
7. High visibility vests (located in each service vehicle)
8. ABC type fire extinguishers (located throughout the facility)
9. First Aid cabinets (located in service bays and employee room)
6. Hazardous Waste Contractors.
Page 18
Waste
Contractor
Waste oil / brake fluid Safety-Kleen/Emerald 541-416-5514
Oily Water Separator Waste Safety-Kleen/Emerald 541-416-5514
Waste batteries Johnson Controls, 503-266-2051
7. First Aid Response.
Refer to product Safety Data Sheets for first aid measures, personal protective
equipment requirements, firefighting measures and other related procedures.
One or more of the stores first aid/CPR trained employees will provide care.
8. Employee Training.
All employees, prior to beginning work, are trained in following topics:
1. Hazardous materials at the workplace
2. Safe handling and precautions
3. How to read and understand an SDS
4. Spill cleanup kit locations and how to use
5. Container labeling requirements
6. Disposal considerations
7. Storm water best management practices
8. Industrial waste water best practices
9. Discuss Drinking Water Protection Program points to remember
Additionally, all employees receive Hazard Communication training before
work begins and undergo refresher training annually.
Employee Training Roster
Page 19
Name Signature Date
Page 1 10
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Safety Data Sheet
Lead -Acid Battery, Wet
Electrolyte (Sulfuric Acid)
Product Identifier:
Manufacturer:
Lead -Acid Battery, Wet
U.S. BatteryManufacturing Company
Electrolyte (Sulfuric Acid)
Primary Addresses:
Product Use:
1675 Sampson Ave. Comm, CA 92879
Rechargeable Electrical Storage
1895 Tobacco Rd. Augusta, GA 30906
General Info: 951-371-8090 (M -F, 9AM-5PM EST)
Emergency: US & Canada: 800-535-5053
Contact: Health & Safety Department
INFOTRAC International: +1-352-323-3500
2.1 - Classification
Physical
Health
Environmental
Explosive: Division 1.3
Acute Toxicity: Category 41
Aquatic Hazard: Acute 1
H350
Skin Corrosion: Category 1A
Aquatic Hazard: Chronic 1
May damage fertility or unborn children if ingested or inhaled
Eye Damage: Category 1
Damages organs (blood, central nervous system, kidneys) through prolonged/repeated exposure
H410
Carcinogenicity: Category 1
N/A
May form explosive gas (hydrogen) during charging
Infertility: Category 1
STOT': Category 2
Notes: 1. Hazard Category 4 in oral, dermal, & inhalation.
2. Speck Target Organ Toxicity following repeated exposure.
2.2 — Label Elements
0000< >
Signal Word: DANGER
Hazard Statements
H2O3
Explosive; fireblast or projecfionhazard
H302/312/332
Harmful if swallowa irMa or in contact with skin
H314
Causes severe skin bums and eye damage
H350
May cause cancer if ingested or inhaled
H360
May damage fertility or unborn children if ingested or inhaled
H370
Damages organs (blood, central nervous system, kidneys) through prolonged/repeated exposure
H410
Very toxic to aquatic life with long lasting effects
N/A
May form explosive gas (hydrogen) during charging
Precautionary Statements
P210
Keep away from heat, hot surfaces, sparks, open flames & other ignition sources. No smoking.
P260
Do not breathe dust/fume/ as/mist/va ors/s ra .
P262
Do not get contents in eyes, on skin,or on clothing.
P264
Wash hands thoroughly after handling.
P270
Do not eat, drink or smoke when using (handling) this product.
P271
Use only outdoors or in a well -ventilated area.
P273
Avoid release to the environment.
P280
Wear protective gloves/protective clothi /e eprotection/face protection.
P301/330/331
I IF SWALLOWED: Do NOT induce vomiting. Rinse mouth.
P303/361/353
IF ON SKIN or hair : Immediately takeoff all contaminated clothing. Rinse skin with water.
P304/340
IF INHALED: Remove person to fresh air and keep comfortable for breathing.
P305/351/338
IF INEYES: Rinse cautiously with water for several minutes.
Remove contact lenses if present & easy to do). Continue riming.
P310
Immediately call a POISON CENTER in US: 800-222-1222 or doctor.
P391
Collectspillage.
P403
Store in a well -ventilated place.
P405
Store locked up.
P502
Refer to supplier for information on recovery or recycling.
Ingredients
CASRN
%by Weight
Elemental Lead (Pb); and the following inorganic compounds:
7439-92-1
Lead: Remove from exposure, gargle, wash nose & lips. Consult physician.
Lead(IV) oxide (PbOo, also known as lead dioxide
1309-60-0
43-702
Lead(II) sulfate PbSO4
7446-14-2
Do not use a hard spray of water, because it can damage burned area. As you flush the
Sulfuric Acid
7664-93-9
20-44
Antimony
7440-36-0
0.4-1.25
Notes: 1. Chemical Abstracts Service Registry Number (i.a, CASA
2. Varies according to state ofcharge/dischatge.
Following inhalation
Sulfuric Acid: Remove to fresh air immediately. If not breathing, give artificial
respiration. If breathing is difficult, give oxygen. Consult physician.
Lead: Remove from exposure, gargle, wash nose & lips. Consult physician.
Following skin contact
Sulfuric Acid: Immediatelyrime with a large amount of cool water. Rinsing within 1
minute of the bum can reduce risk of complications. Flush area for at least 20 minutes.
Do not use a hard spray of water, because it can damage burned area. As you flush the
area, take off any clothing or jewelry that has the chemical on it. Consult physician.
Lead: Avoid inhalation/ingestion. Wash affected area with soap & water for at least
60 seconds.
Following eye contact
Sulfuric Acid: Flush immediatelywith large amounts of water for at least 15 minutes
while lifting eyelids. Seek immediate medical attention if eyes have been directly
exposed to acid.
Following ingestion
Sulfuric Acid: Do NOT induce vomiting. Give large quantities of water. Consult
physician.
Lead: Consult physician.
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfuric Acid) I Page 2 of 7
Suitable extinguishing
media
CO2; foam; dry chemical. Do not use carbon dioxide directly on cells.
Use appropriate media for surrounding fire.
Specific hazards
Hydrogen gas is generated during battery charging & operation. If ignited, batteries
containment, & cleanup
may explode dispersing casing fragments & acid.
Avoid breathing vapors. Use positive pressure self-contained breathing apparatus
Environmental
(SCBA). Beware of acid splatter during water application; wear acid -resistant
Precautions
clothing, gloves, face & eye protection.
Special protective
equipment &
Avoid all ignition sources. Do not allow metallic articles to simultaneously contact
precautions
negative & positive terminals of a battery.
If batteries are on charge, shut off power to charging equipment; but note that
series -connected batteries may still pose risk of electric shock even when charging
equipment is shut down.
Personal precautions &
protective equipment
Wear acid -resistant clothing, boots, gloves, & face shield.
Emergency procedure,
Stop flow of electrolyte, contairrabsorb small spills with dry sand, earth, or
containment, & cleanup
vermiculite. Do not use combustible materials. If possible, carefully neutralize spilled
electrolyte with soda ash, sodium bicarbonate, lime, etc.
Environmental
Dispose of as a hazardous waste in accordance with applicable regulations.
Precautions
Do not discharge un -neutralized acid to sewer; acid most be managed in accordance
Precautions for
with applicable regulations.
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfuric Acid) I Page 3 of 7
Except during recycling operations, do not breach casing or empty contents of battery. Avoid
tipping, which may allow acid leakage. Keep containers tightly closed when not in use. If
battery case is broken, avoid contact with internal components. Keep vent caps on and cover
terminals to prevent short circuits. Place cardboard between layers of stacked batteries to
avoid damage & short circuits. Keep away from combustible materials, organic chemicals,
reducing substances, metals, strong oxidizers & water. Use banding or stretch wrap to secure
Precautions for
items for shipping.
safe handling
There is risk of electric shock from charging equipment & strings of series -connected
batteries, whether or not being charged. Shut off power to chargers whenever not in use and
before detachment of any circuit connections. Batteries being charged will generate & release
flammable hydrogen gas. Ventilate charging space. Prohibit smoking and avoid creation of
flames & sparks nearby. Wear face & eye protection when near charging batteries.
Follow recommended maximum charging currents & operating temperature range.
Do not overcharge beyond recommended upper charging voltage limit.
Store batteries under roof in cool, dry, well -ventilated areas away from incompatible materials
Conditions for
& activities that may create flames, spark, or heat. Store on smooth, impervious surfaces
safe storage
provided with measures for liquid containment in the event of electrolyte spill. Keep away
from metallic objects that could bridge battery terminals creating short-circuits. Never
recharge batteries in an unventilated, enclosed space.
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfuric Acid) I Page 3 of 7
a
Ingredient CASRN Limit Value
Lead (Pb) 7439-92-1 TWA 0.05 mg/m'
Control parameters
Lead(IV) oxide (PbOO 1309-60-0 TWA 0.05 mg/m'
c
Lead(II) sulfate (PbSO4) 7446-14-2 TWA 0.05 mg/m'
Electrolyte (sulfuric acid): — 1 mg/m' in air
Sulfuric Acid (H,SO4) 7664-93-9 PEL 1 mg/m'
H
Store, handle, & charge in well -ventilated area. Ensure vent caps are secured. If battery
(e)
case is damaged, avoid contact with internal components. Do not allow metal to
Lead: — 620°F
Electrolyte (approx): -90°F (fully charged) 30°F (discharged)
simultaneously contact both positive & negative terminals of batteries.
Engineering controls
Electrolyte (approx): 203°F
Where sulfuric acid solutions are handled in concentrations > 1 %, provide emergency
Not applicable
eyewash stations & showers with unlimited water supply. Chemicallyimpervious apron
Evaporation rate
& face shield are recommended when adding water or electrolyte to batteries.
i
Wear protective clothing, including eye protection, when filling, charging, or handling
Individual protection
batteries. If battery case is damaged, use acid -resistant gloves with elbow -length
Upper/Iowa flammability/explosive limits
gauntlet, acid -resistant apron, clothing & boots. If necessary to handle damaged product
measures
(where exposure to electrolyte is a possibility), chemicals lash goggles & face shield
Partial pressure of sulfuric acid: 0.001
are recommended.
a
Appearance
Plastic encasement
Odor
Electrolyte is pungent (i.e., has a sharp odor).
c
Odor threshold
Electrolyte (sulfuric acid): — 1 mg/m' in air
d
H
Electrolyte (sulfuric acid): — 1
(e)
Melling point (lead plates)
Freezing point (electrolyte)
Lead: — 620°F
Electrolyte (approx): -90°F (fully charged) 30°F (discharged)
Initial boiling point & boiling range
Electrolyte (approx): 203°F
Flash point
Not applicable
Evaporation rate
<1
i
Flammability soli as
Flammable gas
Upper/Iowa flammability/explosive limits
Hydrogen in air: LFL/LEL = 4%; UFL/UEL = 75
Vapor pressure mm Hg @ 20°C
Partial pressure of sulfuric acid: 0.001
Vapor density
3.4
m
Relative density i.e. specificgravity)
1.145 - 1.345
n
Solubility
Electrol e/Acid (100%); Lead (0%)
o
Partition coefficient:
Not applicable
erature
Not applicable
=temperature
Decom osition temperature
Not applicable
r
Viscosity
Not applicable
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfwic Acid) I Page 4 of 7
Reactivity/Stability
Stable under normal conditions at ambient temperature.
Conditions to avoid
Ignition sources; high temperature; overcharging.
Compounds: inhalation of dusUfiumes may irritate respiratory tract & lungs.
Electrolyte (sulfiuic acid): Contact with combustibles or organic material may cause
Incompatible materials
fire/explosion. May react violently with strong reducing agents, metals, sulfur trioxide
Lead Compounds: acute ingestion may cause abdominal pain, nausea, vomiting
gas, strong oxidizers, & water.
Hazardous
Electrolyte (sulfiric acid): Contact with metal may produce toxic sulfur dioxide flumes
decomposition
and may release flammable hydrogen gas.
products
Lead compounds: Temperatures above the melting point may produce toxic fumes.
Under normal conditions/use, exposure to toxic material is not expected. The following information is provided
for acid or lead exposure that may occur due to container breakage or under extreme conditions such as fire.
Exposure Routes
Information
1. Sulfuric Acid: breathing vapors or mists may cause severe respiratory irritation. Lead
1. Inhalation
Compounds: inhalation of dusUfiumes may irritate respiratory tract & lungs.
2. Ingestion
2. Sulfuric Acid: severe irritation of mouth, throat, esophagus and stomach.
Lead Compounds: acute ingestion may cause abdominal pain, nausea, vomiting
diarrhea & severe cramping. A physician must treat this.
3. Skin
3. Sulfuric Acid: severe irritation, bums, & ulceration.
Lead Compounds: not absorbed through skin.
4. Eye
4. Sulfuric Acid: severe irritation, bums, cornea damage, & blindness.
Lead Compounds: may cause eye irritation.
Acute effects
Sulfiric Acid: Severe skin irritation, damage to cornea, upper respiratory irritation.
Lead Compounds: Symptoms of toxicity include headache, fatigue, abdominal pain, loss of
Symptoms of
appetite, muscular aches and weakness, sleep disturbances and irritability
overexposure:
Acute/Chronic
Chronic effects
effects
SuHmic Acid: inflammation of nose, throat & bronchial tubes.
Lead Compounds: anemia; damage to blood -forming tissues; neuropathy (particularly of
motor nerves); kidney damage; reproductive changes (males & females). Heavy exposure
may result in central nervous system damage.
SuHmic Acid: The International Agency for Research on Cancer classified strong inorganic
acid mist containing sulfuric acid' as a Category I carcinogen. This classification does not
apply to liquid forms of sulfiuic acid or sulfiuic acid solutions contained within a battery.
Carcinogenicity
Acid mist is not generated under normal use; however, misuse, such as overcharging, may
result in generation of sulfiuic acid mist.
Lead Compounds: IARC lists lead as Group 2A - likely in animals at extreme doses. Per
OSHA 29 CFR 1910.1200 App F, this is approximately equivalent to GHS Category 1B.
SuHmic acid: LD50 = 2140 mg/kg (Rat); LC5o = 375 mg/m' (Rat)
Toxicity
Lead: Acute Toxicity Estimate (ATE) = 500 mg/kg
Antimony. LD50 = 100 mg/kg (Rat)
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfuric Acid) I Page 5 of 7
Spent lead -acid batteries are completely recyclable (99% of all lead -acid batteries are
recycled) and should be reclaimed rather than disposed of as waste. Most retailers that
sell lead -acid batteries collect used batteries for recycling, as required by state laws.
Reclamation / Recycle Reclaimed lead -acid batteries are exempt from hazardous waste management
requirements in accordance with 40 CFR 266 Subpart G — Spent Lead Acid Batteries
BeingReclaimed.
Otherwise, spent lead -acid batteries fall under Universal Waste Regulations of
40 CFR 273 — Standards for Universal Waste Management.
UN number
Sulfuric acid: 24 -hr LC% (freshwater fish): 82 mg/L
Ecotoxicity
Batteries, wet, filled with acid, electric storage
Transport hazard class
Lead: 48 -hr LC% (aquatic invertebrates): < 1 mg/L
Persistence &
Lead is very persistent in soil & sediments.
Degradability
No data on environmental degradation.
Bioaccumulative
Bioaccumulation of lead occurs in aquatic & terrestrial animals & plants but little
Potential
bioaccumulation occurs through the food chain. Most studies include lead compounds
rather than elemental lead.
Mobility in Soil
Mobility of elemental lead between ecological compartments is slow.
Other adverse effects
No known effects on atmospheric ozone.
Spent lead -acid batteries are completely recyclable (99% of all lead -acid batteries are
recycled) and should be reclaimed rather than disposed of as waste. Most retailers that
sell lead -acid batteries collect used batteries for recycling, as required by state laws.
Reclamation / Recycle Reclaimed lead -acid batteries are exempt from hazardous waste management
requirements in accordance with 40 CFR 266 Subpart G — Spent Lead Acid Batteries
BeingReclaimed.
Otherwise, spent lead -acid batteries fall under Universal Waste Regulations of
40 CFR 273 — Standards for Universal Waste Management.
UN number
UN2794
Proper shipping name
Batteries, wet, filled with acid, electric storage
Transport hazard class
Class 8, Corrosive hazardous materials
Packing group
PGIII
Environmental hazards
No
The following DOT transportation requirements do not apply to installed batteries.
49 CFR 173.59 regulates transport of wet spillable batteries:
When transportedbyhighway or rail, electric storage batteries containing electrolyte or
corrosive battery fluid are not subject to any other requirements of this subchapter, if
all the following requirements are met:
Special precautions
(1) No other hazardous materials are transported in the same vehicle;
(2) Batteries are loaded/braced so as to prevent damage & short circuits in transit;
(3) Any other material loaded in the same vehicle is blocked, braced, or otherwise
secured to prevent contact with (or damage to) batteries; and
(4) Transport vehicle carries only material shipped by the battery shipper.
If any requirements are not met, batteries must be shipped as hazardous materials.
U.S. Battery Safety Data Sheet: Lead -Acid Battery, Wet, Electrolyte (Sulfwic Acid) I Page 6 of 7
sarety Data sneet warsaw
MINY" 560 WIC WON ACID WHEEL SOL 0020 Chemicaht
OUCW++nocl.ev oJNMBNT version 1.2015
NLYLOsmaal Gb.,Mc. posb our Saloyy OeR Shesh (Sos)roaur romTany weMire Revision Date 03/06/2016 ase• ,-I mannas..
Warsaw Chemkrois NOT respO,.iNe fw any 505louM anoMer ads. Prins Dale W/06/2019 n+anwi
Section 1. Chemical product and company identification
Product Name: FORMULA 560 WTC NON ACID WHEEL SOL
Product use: Car wash
Contact Information: Warsaw Chemical Co., Inc. Emergency Phone: INFOTRAC
P.O. Be. 858 800.535.5053 OSA i Canada
Warsaw, xN 46581 352.323.3500 International
Tel: 1.800.548.3396
1.; 1.594.269.3884
Section 2. Hazards identification
GHS Classification:
Skin corrosion/irritation(Category 2)
Serious eye damage/eye irritation(Category 2A)
Acute toxicity, oral(Category 4)
Pictogram(.): O
Signal Word: WARNING
Hassid Statements:
H315 Causes skin irritation
H319 Causes serious eye irritation
.302 Rarmful if swallowed
Precautionary Statement(.):
P264 Wash . tMroughly after handling
G280 wear protective gloves/protective clothing/eye protection/face pratectim
P362Take off contaminated clothing and wash before reuse
G2 7
0 Go not ea,, drink o mmke when using this p—O ct
1501 mi., of contents/container in accordance with federal, state and/or local regulations
1312 Call a PO1sON COmVER or doctor/phycicim if you feel unWell
3PoN kus Wash with soap and Water
atatioe occurs
Get medical advice/attention
Ill1,II2 IP ..'LOW60: Call afollow c.W or doctor/physician if you feel unwell
1,]3B IP IN s1. minor Cautiously with vstar for several summers. sem— contact lenses if present and eamy to do - continue rinsing
1331,]13 If eye irritation pe raises get medical advice/attention
Sa ety Data S eet IRAN Warsaw
`ORNUTA 560 WVC NOW ACID WHEEL SOL Chemical
VN[OMR04460 hommaT version TAT
1.0020 (NC.
WaSdw Chemitvl Co, Mc. �sls our $gkry Oeb SKeb (50.5)ro mmpny waMife R¢visiOn Odt6 03/09/2015 Wersaw. inarne ssSB]
ONLY Wamm CtsoadVs NOTaspsnsiYe brsny 50.5 M1wM mWFersiro5. Print Date 03/0612017 oxo[xs.ew wxx,n u..ncnamm px srunar
Section 3. Composition/information on ingredients
N.
CAS mmaber
S Leca
Than
Sodium
Metasilicate
6839-92-0
3.0000
Sodium
Hitrilotriacetate
18662-53-8
5.0000
Blend
N/E
8.0000
Sodium
Hydroxide
1310-73-2
2.0000
The chemical identity of me all omp a to is confidential business information (trade secret) and is being
witheld as permitted by 29MI9191200 (i). No other ingredients known to be hazardous.
Section 4. First aid measures
Eye contact: Check for andremove contact lenses. Immediately flush eyes with plenty of
water for at least 15 minutes, occasionally lifting the upper and lower
eyelids. Get medical attention immediately.
Skin contact: Wash skin surfaces thoroughly after contact. Wash clothing and clean shoes
thoroughly before reuse. Get medical attention if irritation develops.
Inhalation: Move exposed person to fresh air. If breathing is irregular or if
respiratory arrest occurs, provide artificial respiration or oxygen by
trained personnel. Loosen clothing. Get medical attention immediately.
Ingestion: Wash out mouth with water. Do not induce vomiting vnlese directed to do so
by medical personnel. Never give anything by mouth to an unconscious
person. Get medical attention immediately.
General: physicians: No specific treatment. Treat symptomatically. Contact poison
treatment specialist if large quantities have been inhaled or ingested.
See Section 11 for exposure symptoms.
Pg 2/7
Safety Data Sheet Warsaw
PORN 560 NTC NON ACID WHEEL SOL Chemical,version 1DONC,
aatexnioLLeD Docueeerr .0620
Warsaw CMmivel Co,N¢posa our Sehry Dale SM1wN(S0.S)�o mpa ywebv�e Revision Date 03/09/2015 _ ^5583
ONLY N'erszw CFeawells NOT reaPor,sd4 breny5O5.6wMmdMr&Yu. Print Date 0 2 17 oao px. srsnraws
Section S. Fire -fighting measures
Flaamubility:
In
a fire or if heated, a
pressure
increase
will occur
and the container
may
burst.
Extinguishing Media:
Use
an extinguishing agent
suitable
for the
surrounding
fire.
Protective Equipment: Fire-fighters should wear appropriate protective equipment and self-
contained breathing apparatus (SODA) with full face -piece operated in
poaitve pressure mode.
Additional Information: Thermal decomposition products -carbon monoxide, sulfur oxides, metal oxide/
oxides, halogenated compounds.
Section 6. Accidental release measures
Personal Precaution.: No action should be taken involving individual risk or without suitable
training. Isolate area. Avoid contact with material. Do not breath vapors.
Provide adequate ventilation. wear proper personal protective equipment.
Environmental: Avoid dispersal of spilled material and runoff and contact with soil,
waterways, drains and sewers. Inform relevant authorities if the product
reaches sewers, waterways or soil.
Containment/Cleanup: Stop leak if without risk. Move containers from spill area. Contain or
absorb with inert dry material. Dispose of according to local regulations.
See Section I for emergency contact information and 13 for waste disposal.
Section 7. Handling and storage
Safe Dandling: wear appropriate personal protective equipment (see Section 8). Eating
drinking and smoking should be prohibited. Do not get into eyes or on akin
Do not ingest. Keep containers tightly closed. Do not reuse container.
Safe Storage: Store in accordance with local regulations. Store in original container
away from foods, drink and incompatible materials. Keep container tightly
closed. Do not store unlabeled. Use appropriate containment.
Pg 3/7
atety Data Sheet
FORMOSA 560 NTC NON ACID WHIML SOL
VNCON}POLL60 OOCOM ENT version
.pmb ow Sabryry Oab SMeb(SOS)maw mmpany waMi'ro Revision Date 03
aNOreass.bb /m any SOS bwM on Nhe/sibx Print Dale 03
S. Exposure controls/person
Engineering Controls: Apply technical measures to comply with occupational exposure limits.
Mechanical ventilation, eyewash stations, showers where necessary.
Eye Protection:
Safety eyewear/face shield complying with an approved standard should be
used when a risk assessment indicates this is necessary to avoid exposure
to liquid splashes, mist. or dusts.
Respiratory Protection:
Use a properly fitted air -purifying or air -fed respirator complying with an
approved standard if a risk assessment indicates necessity. Respirator
selection must be based on known or anticipated exposure levels, the
hazards of the product 6 the safe working limits of the chosen respirator.
Hand Protection:
Chemical resistant, impervious gloves complying with an approved standard
should be worn at all times when handling chemical products if a risk
assessment indicates this is necessary.
Skin Protection:
Personal protective equipment for the body should be selected based on the
task being performed and the risks involved and should be approved by a
specialist before handling this product.
COMPONENT
ACGIH TNA OSHA/NIOSH OSHA/ACGHI
PPM STEL STEL
PPM mg/m3
Sodium Metasilicate
N/A N/A
Sodium Nitrilotriacetate N/A V/A
Sodium Hydroxide
2
Section 9. Physical and chemical properties
Physical State: Liquid
Color: Red/Green/Purple
Odor: Surfactant
Odor Threshold: N/E
PH: X12
Melting Point: N/E
Freezing Point: N/E
Boiling Point: N/E
Flash Point: Nonflammable
Evaporation Rata: N/E
Flammability: Nonflammable
Upper Explosive Limits: N/A
Lower Explosive Limits: N/A
Vapor Pressure: N/E
Vapor Density: N/E
Relative Density: N/E
Solubility: Soluble
Partition coefficient: N/E
Auto -Ignition Temperature: N/E
Decompostion Temperature: N/E
Specific Gravity: 1.10
4 Volatile: N/E
Pg 4/7
Sa ety Data S eet Warsaw
FORNOLA "° WC NO" ACID WHEEL SOL Chelllicai�
nNcaRIROLian ... Version 1.0020 INC.
LY,
ICa. kc.pxw asDew(SOSJb Mnpeeyss,,a, Revision Date 03/09/2015 'eaawmemnzazsi
WaywCMmMN w NOT We, SDS bwM sa.0s,aRee. Print Date 03/0612017
Section 10. Stability and reactivity
Reactivity: Non reactive
Chemical Stability: Stable under normal conditions.
Possibility of None known
hazardous reactions:
Condition. to avoid: Excessive heat or open flame.
Incompatible material.: Avoid contact with acidic materials and strong oxidizers.
Hazardou. Decoy o.ition Under normal conditions, none are known
Products:
ecti.on 11. Toxicological information
Routes of entry: Inhalation X Absorption X Ingestion
Met. Exposure Hazards:
Eye contact: Irritation, stinging, redness, burns.
Dermal:
Oral:
Inhalation:
COMPONENT
sodium Metasilicate
Irritation, burns upon prolonged exposure.
Nausea, vomiting.
Not expected route of entry. Irritation
Result Species Dose Exposure
L050 ORAL Rat -Male and female 1,152-1,399 MG/AG
1050 Dania rerlc (Zebra fish) 210 MG/L 96 hours
Pg 5/]
Safety Data Sheet Warsaw
PORNOLA 560 NTC NON ACID WHEEL BOL VCI910n ChemicahNo
UNCdaIROLLBU OONMENT S.OU20 INC.
Owtese,eleakal NOTtesowst4Dmeay SN must. company wat 'b Revision Data 0 310 6 12 0 15 R.. sox es11-1.w,iwm-els El
ONLY N'axwCM.NuIia NOTreapansBNe Wr Say SOS bmd an otlrer mss. Print ➢a e 2 17 °sot^s "a'w—
ection 12. Ecological information
Ecotoxitity: No data available.
Persistance a degradability: No data available.
Bioaccumulative potential: No data available.
Nobility in soil: No data available.
Other adver6e affect.: No data available.
Component Result specie.
Doze Eapoaure
;Section 13. Disnosal considerations I
Material that cannot be saved for recovery o recycling should be managed in an appropriate and approved waste
facility. processing use or contamination of this prod set maychange the waste management options. Waste
g rators mat decide if discarded material is a haaarona ws ste. State and meal disosal regulations y
differ from federal disposal definitions. Dispose of container and unused cont Mt. in accordance with federal,
ection 14.
Transport information
DOT (US)
ON Number:
N/A
Shipping Name:
Technical Henze -
Hazard Claes:
Packaging Group:
N/A
Section 15.
Regulatory information
SARA 313 Components
California Prop. 65 Components
Sodium Nitrilotriacetate
CM No. % Less Than
CAS No. 5 Less Than
18662-53-8 5.0000
Pg 6/7
Sa ety Data S eet Warsaw
FORMULA 560 V= NON ACID WHEEL EOL Chemical°°
UNCburmLLEn Uomanor Version 1.0020 �M�i
=Warsa=5=1&T
CM1emiral Cm.. lire pmb our Salary Dale Sheik (/$SDs)ro camyany wamaam Revision Date 03/09/2015 o. eoE es
01 Warsaw Dheav 1 NOTreaponaia4Maay SOSbWMondhwama. Print Date 03/06/2017 M—N PHONE w....,...I-..� n 11—
Section 16. Other information
Hazardous Material Information System (U.S.A.)
Health Hazard
O
Fire Hazard
0
Reactivity
Personal Protection
safety
Caution: HMIS ratings are based on a 0-4
rating scale, with 0 representing minimal
hazards or risk. and 4 representing
significant hazards or risks•
PERSONAL PROTECTION INDEX
A
Safety
Glas
H
safety
Glasses
Gloves
C
Sefet
Glasses
Gloves
Apron
D
Face Shield Gloves Apron
E
Safety
Glasses
Gloves
Dust Respirator
F
Safety
Glasse.
Gloves,
Apron, Dust Respirator
G
SafetyGlasses,
Gloves,
Vapor Respirator
H
Splash
Goggles,
Gloves,
Apron, Dust 6 Vapor
Respirator
I
SafetyGlasses,
Gloves,
Duet A Vapor Respirator
J
Splash
Goggles,
Gloves,
Apron, Dust A Vapor
Respirator
R
Airline
Hood or
Mask, Gloves, Full Suit,
Boots
X
Consult
your supervisor
for special an
ingactions
Flammability
National Fire Protection
Association (U.S.A.) �
Health 00 Instability/Reactivity
Special
NFPA warning system is intended to be interpreted and applied only by properly trained
individuals to identify fire, health and reactivity hazards of chemicals.
Information on this form is furnished solely for the purpose of compliance with the Occupational Safety
and Health Act of 1970 and shall not be used for any other purpose. Use or dissemination of all or any
part of this information can be grounds for legal action.
To the best of our knowledge, the information provided in this Safety Data Sheet is accurate as of the
date of its issue. However, NOTHING HEREIN IS TO BE CONSTRUED AS A WARRANTY, EXPRESS OR OTHERWISE. The
information this Safety Data Sheet contains is being given for safety guidance purposes and relates
only to the specific material and uses described in it. This information does not necessarily apply to
that material when combined with other material(s) or when used otherwise than as described herein.
In all cases, it is the responsibility of the user to determine the applicability of such information
and recommendations and the suitability of any product for its own particular purpose. All materials
may represent unknown hazards and should be used with caution.
Pg 7/7
, I ,, ,
'�
Material Name: USED OIL
Safety Data Sheet
SDS ID: 81451
Section 1 - PRODUCT AND COMPANY IDENTIFICATION
Material Name
USED OIL
Product Code
None.
Synonyms
Waste oil; Used lubricating oil; Oil and water mixture.
Product Use
Oil or oil and water mixture for re -refining or reprocessing. If this product is used in combination with other
products, refer to the Safety Data Sheet for those products.
Restrictions on Use
None known.
Restrictions on Use
None known.
MANUFACTURER
Klem Performance Products
42 Longwater Drive
Norwell, MA 02061-9149
U.S.A.
Issue Date
Febmary 12, 2020
Supersedes Issue Date
January 6, 2017
Original Issue Date
October 31, 1988
SUPPLIER (in Canada)
Safety-Kleen Canada, Inc.
25 Regan Road
Brampton, Ontario, Canada L7A 1132
www. safety-kleen.com
Phone: 1-800-669-5740
Emergency Phone #: 1-800-468-1760
Section 2 - HAZARDS IDENTIFICATION
Classification in accordance with Schedule 1 of Hazardous Products Regulations (BPR) (SOR2015-17)
Aspiration Hazard - Category 1
Skin Corosion/Irilation - Category 2
Serious Eye Damage/Eye Iritation - Category 2B
Respiratory Sensitization - Category lA
Skin Sensitization - Category lA
Germ Cell Mutagenicity - Category 1B
Carcinogenicity - Category 1B
Reproductive Toxicity - Category 1B
Specific Target Organ Toxicity - Single Exposure - Category 1 ( kidneys , central nervous system, lungs )
Specific Target Organ Toxicity - Single Exposure - Category 3 (central nervous system, respiratory system )
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
GHS Label Elements
Symbols)
<4> < >
Signal Word •
Danger
Hazard Statement(s)
May be fatal if swallowed and enters airways.
Causes skin and eye irritation.
May cause allergic or asthmatic symptoms or breathing difficulties if inhaled.
May cause an allergic skin reaction, genetic defects, and cancer.
May damage fertility or the unbom child.
Causes damage to organs.
May cause respiratory irritation and drowsiness or dizziness.
Precautionary Statement(s)
Prevention
Obtain special instructions before use. Do not handle until all safety precautions have been read and
understood. Use only outdoors or in awell-ventilated area. Wear respiratory protection. Do not breathe
dustil me/gas/mistivapors/spray. Wear protective gloves/protecfive cloth ingley e protection/face protection
Wash thoroughly atter handling. Contaminated work clothing should not be allowed out of the workplace.
Do not eat, drink or smoke when using this product.
Response
If exposed or concerned: Call a POISON CENTER or doctor/physician. IF INHALED: Remove person to
fresh air and keep comfortable for breathing. If experiencing respiratory symptoms: Call a POISON
CENTER/doctor. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if
present and easy to do. Continue rinsing. If eye imitation persists, get medical advice/attemion. IF ON
SKIN: Wash with plenty of soap and water. If skin imitation or rash occurs: Get medical advicelattention.
Take off contaminated clothing and wash before reuse. IF SWALLOWED: Immediately call a POISON
CENTER/doctor. Do NOT induce vomiting.
Storage
Store in a well -ventilated place. Keep container tightly closed. Store locked up.
Disposal
Dispose of contents/container in accordance with local/regional/national/international regulations.
Section 3 - COMPOSITION / INFORMATION ON INGREDIENTS
CAS
Component Name
Percent
70514-12-4
Lubricating oils, used
80-100
7732-18-5
Water
0-20
Hydrocarbon solvents. May include gasoline, diesel
Not Available
0-10
fuel, jet fuel, mineral spirits, etc.
Page 2 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Metals. May include lead, iron, zinc, copper,
Not Available chromium, arsenic, nickel and others: each below 1.0 0-1.5
WT%.
Polynuclear aromatics. May include naphthalene,
Not Available fluoranthene, phenanthrene, pyrene, and others: each I0-1
below 0.3
Not Available Chlorinated solvents 0-0.5
Component Related Regulatory Information
This product may be regulated, have exposure limits or other information identified as the following: Zinc
(7440-66-6), Iron (7439-89-6), Lead (7439-92-1), Nickel (7440-02-0), Arsenic (7440-38-2), Copper (7440-50-8),
Chromium (744047-3), Phenanthrene (85-01-8), Naphthalene (91-20-3), Fluoranthene (206-44-0).
Section 4 - FIRST AID MEASURES
Inhalation
IF INHALED: Remove person to fresh air and keep comfortable for breathing. Call a POISON CENTER or
doctor/physician if yen feel unwell. If breathing is difficult, oxygen should be administered by qualified
personnel.
Skin
IF ON SKIN: Gently wash with plenty of soap and water. If skin irritation or rash occurs: Get medical
advice/attention. Takeoff contaminated clothing and wash it before use.
Eyes
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.
Ingestion
IF SWALLOWED Do NOT induce vomiting. Immediately call a POISON CENTER or doctor/physician. If
spontaneous vomiting occurs, keep head below hips to avoid breathing the product into the lungs. Never give
anything by month to an unconscious person.
Most Important Symptoms/Effects
Acute
May be fatal if swallowed and enters airways. Causes skin irritation and eye irritation. May cause allergic
skin reactions. May cause asthma, allergic reactions, respiratory tract irritation, central nervous system
depression. Causes damage to kidneys, central nervous system, lungs.
Delayed
May damage fertility or the unborn child. May cause cancer and mutagenic effects.
Indication of any immediate medical attention and special treatment needed
Treat symptomatically and supportively. Treatment may vary with condition of victim and specifics of
incident. Call 1-800-468-1760 for additional information.
Section 5 - FIRE FIGHTING MEASURES
Extinguishing Media
Suitable Extinguishing Media
Carbon dioxide, regular foam, dry chemical, water spray, or water fog.
Unsuitable Extinguishing Media
Do not use high-pressure water streams.
Page 3 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Special Hazards Arising from the Chemical
Fire may produce irritating, poisonous and/or contusive fumes. Vapors may cause drowsiness and dizziness.
Containers may capture or explode if exposed to heat. Empty product containers may retain product residue
and can be dangerous. Product is not sensitive to mechanical impact or static discharge.
Hazardous Combustion Products
Burning may produce Oxides of carbon, oxides of nitrogen, oxides of metal, oxides of chlorine, Phosgene,
miscellaneous decomposition products.
Fire Fighting Measures
Keep storage containers cool with water spray. Move container from fire area if it can be done without risk.
Special Protective Equipment and Precautions for Firefighters
A positive -pressure, self-contained breathing apparatus (SCBA) and full-body protective equipment are
required for fire emergencies.
Section 6 - ACCIDENTAL RELEASE MEASURES
Personal Precautions, Protective Equipment and Emergency Procedures
Wear personal protective clothing and equipment, see Section R Avoid release to the environment
Methods and Materials for Containment and Cleaning Up
Remove all ignition sources. Do not touch or walk through spilled product. Stop leak if you can do it without
risk. Wear protective equipment and provide engineering controls as specified in SECTION 8: EXPOSURE
CONTROLS/PERSONAL PROTECTION. Isolate hazard area. Keep unnecessary and unprotected personnel
from entering. Ventilate area and avoid breathing vapor or mist. A vapor suppressing foam may be used to
reduce vapors. Contain spill away from surface water and sewers. Contain spill as a liquid for possible
recovery, or sorb with compatible sorbent material and shovel with a clean, sparkprooftool into a sealable
container for disposal. Additionally, for large spills: Water spray may reduce vapor, but may not prevent
ignition in closed spaces. Dike far ahead of liquid spill for collection and later disposal. There may be
speck federal regulatory reporting requirements associated with spills, leaks, or releases of this product.
Also see SECTION 15: REGULATORY INFORMATION.
Section 7- HANDLING AND STORAGE
Precautions for Safe Handling
Keep away from sparks or flame. Where flammable mixtures may be present, equipment safe for such
locations should be used. Use clean tools and explosion -proof equipment. When transferring large volumes
of product, metal containers, including trucks and tank cars, should be grounded and bonded. This product
has a low vapor pressure and is not expected to present an inhalation hazard under normal temperatures and
pressures. However, when aerosolizing, misting, or heating this product, do not breathe vapor or mist. Use in
awell ventilated area. Avoid contact with eyes Skin clothing shoes.
Conditions for Safe Storage, Including any Incompatibilities
Store in a well -ventilated place. Keep container tightly closed.
Store locked up.
Keep container tightly closed when not in use and during transport. Store containers in a cool, dry place. Do
not pressurize, cut, weld, braze, solder, drill, or grind containers. Keep containers away from flame or other
sources of ignition. Empty product containers may retain product residue and can be dangerous.
Incompatible Materials
Acids, alkalis, oxidizing agents, reducing agents, halogens, or reactive metals.
Page 4 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Section 8 - EXPOSURE CONTROLS / PERSONAL PROTECTION
Component Exposure Limits
Metals. May include lead, iron, zinc, copper,
chromium, arsenic, nickel and others: each
Not Available
below 1.0 WT%.
Alberta; British Columbia; Manitoba; New
Brunswick; Nova Scotia; Prince Edward Island;
0.05 mg/m3 TWA (related to Lead)
Quebec
Northwest Territories; Nun awt; Saskatchewan
0.05 mg/m3 TWA (related to Lead)
0.15 mg/m3 STEL (related to Lead)
0.05 mg/m3 TWA (designated substances regulation );
0.05 mg/m3 TWA (applies to workplaces towhich the
Ontario
designated substances regulation does not apply ) (related
to Lead)
0.05 mg/m3 STEL (designated substances regulation )
(related to Arsenic)
Yukon
0.15 mg/m3 TWA dust and fume (related to Lead)
0.45 mg/m3 STEL dust and fume (related to Lead)
ACGIH:
0.05 mg/m3 TWA (related to Lead)
NIOSH
0.05 mg/m3 TWA (related to Lead); 0.002 mg/m3 Ceiling 15
min (related to Arsenic); 100 mg/m3 IDLH (related to Lead)
50 gg/m3 TWA (related to Lead); 30 gg/m3 Action Level
OSHA
(See 29 CFR 1910.1025 ); 50 gg/m3 TWA (See 29 CFR
1910.1025 ) (related to Lead)
Polynuclear aromatics. May include
naphthalene, 8uoranthene, phenanthrene,
Not Available
pyrene, and others: each below 0.3%
Alberta
10 ppm TWA ; 52 mg/m3 TWA (related to Naphthalene)
15 ppm STEL; 79 mg/m3 STEL (related to Naphthalene)
Substance may be readily absorbed tiu'ough intact skin
(related to Naphthalene)
British Columbia
10 ppm TWA (related to Naphthalene)
Skin notation (related to Naphthalene)
Manitoba
10 ppm TWA (related to Naphthalene)
Page 5 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Page 6 of 16 Rev. 02/20
Skin - potential significant contribution to overall
exposure by the cutaneous route (related to Naphthalene)
New Brunswick
10 ppm TWA ; 52 mg/m3 TWA (related to Naphthalene)
15 ppm STEL ; 79 mg/m3 STEL (related to Naphthalene)
Northwest Territories; Nun awt
10 ppm TWA (related to Naphthalene)
15 ppm STEL (related to Naphthalene)
Skin notation (related to Naphthalene)
Nova Scotia
10 ppm TWA (related to Naphthalene)
Skin - potential significant contribution to overall
exposure by the cutaneous route (related to Naphthalene)
Ontario
10 ppm TWA (related to Naphthalene)
Danger of cutaneous absorption (related to Naphthalene)
Prince Edward Island
10 ppm TWA (related to Naphthalene)
Quebec
10 ppm TWAEV ; 52 mg/m3 TWAEV (related
to Naphthalene)
15 ppm STEV ; 79 mg/m3 STEV (related to Naphthalene)
Saskatchewan
10 ppm TWA (related to Naphthalene)
15 ppm STEL (related to Naphthalene)
Potentially harmful atter absorption through skin or
mucous membranes (related to Naphthalene)
Yukon
10 ppm TWA ; 50 mg/m3 TWA (related to Naphthalene)
15 ppm STEL ; 75 mg/m3 STEL (related to Naphthalene)
ACGIH:
10 ppm TWA (related to Naphthalene)
Skin - potential significant contribution to overall
exposure by the cutaneous route (related to Naphthalene)
NIOSH, OSHA Vacated
10 ppm TWA; 50 mg/m3 TWA (related to Naphthalene); 15 ppm
STEL; 75 mg/m3 STEL (related to Naphthalene)
OSHA Final
0.2 mg/m3 TWA (related to Pyrene)
Page 6 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
ACGIH - Threshold Limit Values - Biological Exposure Indices (BEI)
Metals. May include lead, iron, zinc, copper, chromium, arsenic, nickel and others: each below 1.0
WT%. (Not Available)
200 µg/1 Medium: blood Time: not critical Parameter: Lead (Note: Persons applying this BEI are encouraged
to counsel femaleworkers of child-bearing age about the risk of delivering a childwith a PbB (lead in blood
level) over the current CDC reference value ) (related to Lead)
Polynuclear aromatics. May include naphthalene, nuoranthene, phenanthrene, pyrene, and others:
each below 0.3% (Not Available)
Time: end of shift Parameter: 1 -Naphthol with hydrolysis plus 2 -Naphthol with hydrolysis (nonquantitative,
nonspecific ) (related to Naphthalene)
Engineering Controls
Provide general ventilation needed to maintain concentration of vapor or mist below applicable exposure
limits. Where adequate general ventilation is unavailable, use process enclosures, local exhaust ventilation,
or other engineering controls to control airborne levels below applicable exposure limits.
Individual Protection Measures, such as Personal Protective Equipment
Eye/face protection
Wear safety glasses. Additional protection like goggles, face shields, or respirators may be needed
dependent upon anticipated use and concentrations of mists or vapors. Eye wash fountain and emergency
showers are recommended. Contact lens use is not recommended.
Respiratory Protection
A respiratory protection program which meets USA's OSHA General Industry Standard 29 CFR 1910.134 or
Canada's CSA Standard Z94.4 -M1982 requirements must be followed whenever workplace conditions
warrant a respirator's use. Consult a qualified Industrial Hygienist or Safety Professional for respirator
selection guidance.
Glove Recommendations/Skin Protection
Where skin contact is likely, wear neoprene, nitrile, or equivalent protective gloves; use of natural rubber or
equivalentgloves is not recommended. To avoid prolonged or repeated contact where spills and splashes are
likely, wear appropriate chemical -resistant faceshield, boots, apron, whole body suits, or other protective
clothing.
Protective Materials
Personal protective equipment should be selected based upon the conditions under which this material is
used. A hazard assessment of the work area for PPE requirements should be conducted by a qualified
professional pursuant to regulatory requirements. The following PPE should be considered the minimum
required: Safety glasses, Gloves, and/or Lab coat or apron.
Section 9 - PHYSICAL AND CHEMICAL PROPERTIES
Appearance
Odor
Odor Threshold
Melting Point
Boiling Point Range
Evaporation Rate
Autoignition
Temperature
Black and viscous
Physical State
Not available
(thick) liquid
Petroleum
Color
Not available
Not available
pH
Not available
Not available
Boiling Point
Not available
Not available
Freezing point
Not available
<1 (Butyl acetate = 1 )
Flammabi8ty (solid, gas)
Not available
Not available
Flash Point
>93 °C (200'F Minimum)
Page 7 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL
SDS ID: 81451
Lower Explosive Limit
Not available
Decomposition
Not available
temperature
Upper Explosive Limit
Not available
Vapor Pressure
Not available
Vapor Density (air -1)
>1 (Kerosene Air=
1 ) Specific Gravity (water -1)
0.8 - 1 at 15.6 °C
Water Solubility
(Slight)
Partition coelHcient n-
Not available
octanol/water
Viscosity
Not available
Kinematic viscosity
Not available
Solubility (Other)
Not available
Density
7.3 lb/gal(USApproximate)
Molecular Weight
Not applicable.
Section 10 - STABILITY AND REACTIVITY
Reactivity
No reactivity hazard
is expected.
Chemical Stability
Stable under normal temperatures and pressures.
Possibility of Hazardous Reactions
Polymerization is not known to occur under normal temperature and pressures. Not reactive with water.
Conditions to Avoid
Avoid Heat sparks or flame
Incompatible Materials
Acids, alkalis, oxidizing agents, reducing agents, halogens, or reactive metals.
Hazardous decomposition products
Burning may produce Oxides of carbon oxides of nitrogen oxides of chlorine oxides of metal Phosgene
miscellaneous decomposition products.
Section 11 - TOXICOLOGICAL INFORMATION
Information on Likely Routes of Exposure
Inhalation
May cause respiratory net irritation dizziness drowsiness asthma allergic reactions.
Skin Contact
May cause an allergic skin reaction.
Eye Contact
Causes eye irritation.
Ingestion
Harmful if swallowed. May be fatal if swallowed and enters airways.
Acute and Chronic Toxicity
Component Analysis - LD50/LC50
The components of this material have been reviewed in various sources and the following selected endpoints
are published:
Lubricating obs, used (70514-12-4)
Oral LD50 Rat>2000 mg/kg; Dennal LD50 Rabbit>4490 mg/kg
Water (7732-18-5)
Oral LD50 Rat>90 mLJkg
Page 8 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Metals. May include lead, iron, zinc, copper, chromium, arsenic, nickel and others: each below 1.0
WT%. (Not Available)
Oral LD50 Rat 30 g/kg (related to Iron); Inhalation LC50 Rat>10.2 mg/L 1 h (no deaths occurred ) (related
to Nickel)
Polynuclear aromatics. May include naphthalene, flumanthene, phenanthrene, pyrene, and others:
each below 0.3% (Not Available)
Oral LD50 Rat 2700 mg/kg (related to Pyrene); Dermal LD50 Rabbit 1120 mg/kg (related to Naphthalene)
Inhalation LC50 Rat>340 mg/m3 1 h (related to Naphthalene)
Product Tonicity Data
Acute Toxicity Estimate
VIE]
> 2000 mg/kg
> 2000 mg/kg
Immediate Effects
May be fatal if swallowed and enters airways. Causes skin initation and eye irritation. May cause asthma or
allergic reactions. Causes damage to kidneys, central nervous system, lungs.
Delayed Effects
Prolonged or repeated eye contact may cause inflammation of the membrane lining the eyelids and covering
the eyeball (conjunctivitis). Prolonged or repeated skin contact may cause drying, cracking, redness, itching,
and/or swelling (dernatitis). May cause cancer and mutagenic effects. May damage fertility or the unborn
child.
Irritation/Corrosivity Data
Causes skin and eye irritation. May cause respiratory tract initation.
Respiratory Sensitization
May cause sensitization.
Dermal Sensitization
May cause sensitization.
Component Carcinogenicity
Metals. May include lead, iron, zinc,
copper, chromium, arsenic, nickel and
Not Available
others: each below 1.0 WT%.
A3 - Confirmed Animal Carcinogen with Unknown Relevance to
ACGIH:
Humans (related to Lead)
Monograph 100C [2012] ; Monograph 84 [2004] (in drinking water
IARC:
); Supplement 7 [1987] ; Monograph 23 [1980] (related to Arsenic)
(Group 1 (carcinogenic to humans))
Monograph 87 [2006] (Monograph 87 evaluates inorganic lead
compounds as Group 2A and organic lead compounds as Group 3.
IARC:
CAS 7439-92-1 still assigned 2B on IARC website even though
Monograph 87 assigns 2A with more recent date ) (related to Lead)
(Group 2A (probably carcinogenic to humans))
Monograph 49 [1990] ;Supplement 7 [1987] (related to Nickel)
IARC
(Group 2B (possibly carcinogenic to humans))
Page 9 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
May cause cancer.
Germ Cell Mutagenicity
Contains material which may have reproductive toxicity, teratogenic or mutagenic effects. May cause genetic
defects.
Tumorigenic Data
No data available
Reproductive Toxicity
Based on best current information, there may be reproductive toxicity associated with this product
Specific Target Organ Toxicity- Single Exposure
Kidneys, central nervous system, lungs, respiratory tract.
Specific Target Organ Toxicity -Repeated Exposure
Prolonged or repeated inhalation of oil mist may cause oil pneumonia, lung tissue inflammation, and/or
fibrous tissue formation.
Aspiration hazard
This material is an aspiration hazard.
Page 10 of 16 Rev. 02/20
Monogr aph 49 [1990] ; Supplement 7 [1987) (related to Chromium)
IARC.
(Group 3 (not classifiable))
NTP:
Known Human Carcinogen (related to Arsenic)
Reasonably Anticipated To Be A Human Carcinogen (related
NTP:
o Lead)
DFG:
Category 2 (considered to be carcinogenic for man ) (related to Lead)
OSHA:
Present (related to Lead)
NIOSH:
potential occupational carcinogen (related to Nickel)
Polynuclear aromatics. May include
naphthalene, fiuoranthene,
Not Available
phenanthrene, pyrene, and others: each
below 0.3%
A3 - Confirmed Animal Carcinogen with Unknown Relevance to
ACGIH:
Huans (related to Naphthalene)
m
Monograph 82 [2002] (related to Naphthalene) (Group 2B (possibly
ARC:
carcinogenic to humans))
Monograph 92 [2010] ;Supplement 7 [1987] ;Monograph 32 [1983]
iAR C.
(related to Pyrene) (Group 3 (not classifiable))
Reasonably Anticipated To Be A Human Carcinogen (related
NTP:
to Naphthalene)
DFG:
Category 2 (considered to be carcinogenic for man) (related
to Naphthalene)
OSHA:
Present (related to Naphthalene)
May cause cancer.
Germ Cell Mutagenicity
Contains material which may have reproductive toxicity, teratogenic or mutagenic effects. May cause genetic
defects.
Tumorigenic Data
No data available
Reproductive Toxicity
Based on best current information, there may be reproductive toxicity associated with this product
Specific Target Organ Toxicity- Single Exposure
Kidneys, central nervous system, lungs, respiratory tract.
Specific Target Organ Toxicity -Repeated Exposure
Prolonged or repeated inhalation of oil mist may cause oil pneumonia, lung tissue inflammation, and/or
fibrous tissue formation.
Aspiration hazard
This material is an aspiration hazard.
Page 10 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Medical Conditions Aggravated by Exposure
Individuals with pre-existing cardiovascular, liver, kidney, central nervous system, respiratory tract (nose,
throat, and lungs), eye, and/or skin disorders may have increased susceptibility to the effects of exposure.
Section 12 - ECOLOGICAL INFORMATION
Component Analysis - Aquatic Toxicity
Lubricating oils, used
7051412-4
Fish:
LC50 96 h Brachydanio rerio 79.6 mg/L [semi -static ]; LC50 96h
Pimephales promelas 3.2 mg/L [semi -static ]
Invertebrate:
EC50 48 hArtemia salina>22500 mg/L IUCLID
Metals. May include lead, iron,
zinc, copper, chromium, arsenic,
Not Available
nickel and others: each below 1.0
VVr%.
LC50 96 h Pimephales promelas 2.16 - 3.05 mg/L [flow-through ];
LC50 96 h Pimephales promelas 0.211 - 0.269 mg/L [semi -static ];
LC50 96 h Pimephales promelas 2.66 mg/L [static ]; LC50 96 h
Cyprinus ca:pio 30 mg/L; LC50 96 h Cyprinus cwpio 0.45 mg/L [semi -
Fish:
static ]; LC50 96 h Cyprinus carpio 7.8 mg/L [static ]; LC50 96 h
Leprous macrochims 3.5 mg/L [static ]; LC50 96 h Oncorhynchus
mykiss 0.24 mg/L [flow-through ]; LC50 96 h Oncorhynchus mykiss
0.59 mg/L [semi -static ]; LC50 96 h Oncorhynchus mykiss 0.41 mg/L
[static] (related to Zinc)
EC50 96 h Pseudokirchneriella subcapitata 0.11 - 0.271 mg/L [static ]
Algae:
EPA ; EC50 72 h Pseudokirchneriella subcapitata 0.09 - 0.125 mg/L
[static ] EPA (related to Zinc)
Invertebrate:
EC50 48 h Daphnis magna 0.139 - 0.908 mg/L [Static ] EPA (related
to Zinc)
Polynuclear aromatics. May
include naphthalene, fluoranthene,
Not Available
phenanthrene, pyrene, and others:
each below 0.3%
LC50 96 h Pimephales promelas 5.74 - 6.44 mg/L [flow-through ];
LC50 96 h Oncorhynchus mykiss 1.6 mg/L [flow-through ]; LC50 96 h
Fish:
Oncorhynchus mykiss 0.91 - 2.82 mg/L [static ]; LC50 96 h Pimephales
promelas 1.99 mg/L [static ]; LC50 96 h Lepomis macrochims 31.0265
mg/L [static ] (related to Naphthalene)
Invertebrate:
EC50 48 h water flea 1.8 mg/L (related to Pyrene)
Fish Toxicity
Toxic to aquatic life. Harmful to aquatic life with long lasting effects.
Page 11 pf 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Invertebrate Toxicity
No additional information is available.
Persistence and Degradability
No information available for the product.
Bioaccumulative Potential
No information available for the product.
Mobility
No information available for the product.
Section 13 - DISPOSAL CONSIDERATIONS
Disposal Methods
Dispose in accordance with all applicable federal, state/regional and local laws and regulations. Regulations
may also apply to empty containers. The responsibility for properwaste disposal lies with the owner of the
waste. Contact Safety-Kleen regarding proper recycling or disposal.
Section 14- TRANSPORT INFORMATION
US DOT Information:
Additional information: Not regulated as dangerous goods
Shipments from the US to Canada and from Canada to the US:
TDG Shipping Name: ENVIRONMENTALLY HAZARDOUS SUBSTANCE, LIQUID, N.O.S. (oil)
UN/NAY: UN3092 Hazard Class: 9 Packing Group: III
TDG Information:
Additional information: Not regulated as dangerous goods
International Bulk Chemical Code
This material contains one or more of the following chemicals required by the IBC Code to be identified as
dangerous chemicals in bulk.
Polynuclear aromatics. May include naphthalene, Buoranthene,
Not Available
phenanthrene, pyrene, and others: each below 0.3%
Not Available
IBC Code:
Category X (molten ) (related
to Naphthalene)
Section 15 - REGULATORY INFORMATION
Canada Regulations
CEPA-Priority Substances List
None of this products components are on the list.
Ozone Depleting Substances
None of this products components are on the list.
Council of Ministers of the Environment - Soil Oualitv Guidelines
Metals. May include lead, iron, zinc, copper, chromium, arsenic, nickel
Not Available
and others: each below 1.0 WT k.
250 mg/kg (dry weight)
Residential and Parkland
(related to Zinc)
Page 12 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Polynuclear aromatics. May include naphthalene, thin theme,
Not Available
phenanthrene, pyrene, and others: each below 0.3%
Residential and Parkland
(consult factsheet ) (related
to Pyrene)
Council of Ministers of the Environment- Water Quality Guidelines
FFMetals. May include lead, iron, zinc, copper, chromium, arsenic, nickel
Not Available
n others: each below 1.0 WT°k.
Marine Aquatic Life
12.5 pg/L (related
to Arsenic)
Polynuclear aromatics. May include naphthalene, 8umenthene,
Not Available
phenanthrene, pyrene, and others: each below 0.3%
Marine Aquatic Life
1.4 gg/L (related
to Naphthalene)
Farther information
This product has been classed in accordancewith the hazard criteria of the Controlled Products
Regulations (CPR) and the SDS contains all information required by the CPR-
U.S.
PRU.S. Federal Regulations
This material contains one or more of the following chemicals required to be identified under SARA Section
302 (40 CFR 355 Appendix A), SARA Section 313 (40 CFR 372.65), CERCLA (40 CFR 302.4), TSCA
12(b), and/or require an OSHA process safety plan.
Page 13 of 16 Rev. 02/20
Metals. May include lead, iron,
zinc, copper, chromium,
Not Available
arsenic, nickel and others: each
below 1.0 W17%.
SARA 313:
1 %de minimis concentration (dust or fume only ) (related to Zinc)
454 kg final RQ (no reporting of releases of this hazardous substance
is required if the diameter of the pieces of the solid metal released is
CERCLA:
>100 pm ); 1000 lb final RQ (no reporting of releases of this
hazardous substance is required if the diameter of the pieces of the
solid metal released is>100 pm ) (related to Zinc)
TSCA 126:
Section 5, 1 %de minimis concentration (related to Zinc)
Polynuclear aromatics. May
include naphthalene,
8uoranthene, phenanthrene,
Not Available
pyrene, and others: each below
0.3%
SARA 302:
1000 Ib lower TPQ ; 10000 Ib upper TPQ (related to Pyrene)
SARA 313:
1 %de minimis concentration (related to Phenanthrene)
Page 13 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
II CERCLA: 11 5000 Ib final RQ ; 2270 kg final RQ (related to Pyrene) II
II SARA 304: 11 5000 Ib EPCRA RQ (related to Pyrene) II
SARA Section 311/312 (40 CFR 370 Subparts B and C) 2016 reporting categories
Acute Health: Yes Chronic Health: Yes hire: No Pressure: No Reactivity: No
Component Analysis - Inventory
Lubricating oils, used (70514-12-4)
US
CA
AU
E�
ENCS
JP-ISHL
KR KECI - Amex
KR KECI-Annex
No
DSL
Yes
No
�
No
No
No
No
KR -REACH CCA
HE
AU
PH
TECI
No
VN (Draft)
No
No
No
No
No
No
No
No
Water (7732-18-5)
Hydrocarbon solvents. May include gasoline, diesel fuel, jet fuel, mineral spirits, etc. (Not Available)
CA
AU
��
ENCS
JP-ISHL
KR KECI-Amex
KR KECI -Amex
US
CA
AU
H�
No
ENCS
JP-ISHL
YR I
I -
US
CA
AU
No
EU
No
JP - ISHL
No
No
KR REACH
HE
No
PH
TECI
INCS
VN (Draft)
Amex 1
Amex 2YR
Yes
DSL
Yes
Yes
EIN
Yes
No
Yes
No
KR -REACH CCA
MX
NZ
PH 11K
E
VN (Draft)
No
Yes
Yes
Yes
Yes
Yes
Yes
Hydrocarbon solvents. May include gasoline, diesel fuel, jet fuel, mineral spirits, etc. (Not Available)
Metals. May include lead, iron, zinc, copper, chromium, arsenic, nickel and others: each below 1.0
W r%. (Not Available)
US
CA
AU
��
ENCS
JP-ISHL
KR KECI-Amex
KR KECI -Amex
US
CA
AU
H�
No
ENCS
JP-ISHL
KR KECI-Amex
KR KECI-Amex
No
No
No
No
No
No
No
No
No
KR REACH
HE
No
PH
TECI
R
VN (Draft)
No
No
No
No
No
No
No
Metals. May include lead, iron, zinc, copper, chromium, arsenic, nickel and others: each below 1.0
W r%. (Not Available)
US
CA
AU
��
ENCS
JP-ISHL
KR KECI-Amex
KR KECI -Amex
No
No
No
No
No
No 71
No
No
No
KR REACH
HE
PH
TECI
R
VN (Draft)
No
No
No
No
No
No
No
Page 14 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Polynuclear aromatics. May include naphthalene, 8umanthene, phenanthrene, pyrene, and others:
each below 0.3% (Not Available)
US
CA
AU
��
ENCS
7P-ISHL
KR KECI-Amex
KR KECI-Amex
No
No
No
No
No
No
No
No
No
KR REACH
H
NZ
PH
TECI
FTw]
VN (Draft)
No
No
No
No
No
No
No
Chlorinated solvents (Not Available)
Section 16 - OTHER INFORMATION
NFPA Ratings
Health: 1 Fire: 1 Instability: 0
Hazard Scale: 0 — Minimal 1 — Slight 2 — Moderate 3 — Serious 4 — Severe
Summary of Changes
Regulatory review and update.
Key Legend
ACGIH - American Conference of Governmental Industrial Hygienists; ADR - European Road Transport;
AU -Australia; BOD - Biochemical Oxygen Demand; C - Celsius; CA - Canada; CA/MA/MN/N7/PA -
Califomia/Massachusetts/Minnesota/Ncw 7erscy/Pemsylvania-; CAS - Chemical Abstracts Service;
CERCLA - Comprehensive Environmental Response, Compensation, and Liability Act; CFR- Code of
Federal Regulations (US); CLP - Classification, Labelling, and Packaging; CN - China; CPR- Controlled
Products Regulations; DFG - Deutsche Forschmgsgemeinschatt; DOT - Department of Transportation; DSD
- Dangerous Substance Directive; DSL - Domestic Substances List; EC —European Commission; EEC -
European Economic Community; FIN - European Inventory of (Existing Commercial Chemical Substances);
EINECS - European Inventory of Existing Commercial Chemical Substances; ENCS - Japan Existing and
New Chemical Substance Inventory; EPA - Environmental Protection Agency; EU - European Union; F -
Fahrenheit; F - Background (for Venezuela Biological Exposure Indices); IARC - International Agency for
Research on Cancer, IATA - International Air Transport Association; ICAO - International Civil Aviation
Organization; IDL - Ingredient Disclosure List; IDLH - Immediately Dangerous to Life and Health; IMDG -
Intemational Maritime Dangerous Goods; ISHL - Japan Industrial Safety and Health Law, IUCLID -
Intemational Uniform Chemical Information Database; 7P - Japan; Kow - Octanolhvater partition
coefficient; KR KECI Amex 1 - Korea Existing Chemicals Inventory (KECI) / Korea Existing Chemicals
List (KECL); KR KECI Annex 2 - Korea Existing Chemicals Inventory (KECI) / Korea Existing Chemicals
List (KECL) , KR- Korea; LD50/LC50 - Lethal Dose/ Lethal Concentration; LEL - Lower Explosive Limit;
LLV - Level Limit Value; LOLI - List Of Llstsi. - ChemADVISOR's Regulatory Database; MAK -
Page 15 of 16 Rev. 02/20
KRKECI-Amex
KR KECI-Amex
US
CA
AU
H�JP
JP-ISHL
ENCS
No
No
No
No
No ]=I
No
No
No
KRAREACH
NZ
PH
TEFTH CI I
TW
VN (Drag)
No
No
No
No
No
No
No
Section 16 - OTHER INFORMATION
NFPA Ratings
Health: 1 Fire: 1 Instability: 0
Hazard Scale: 0 — Minimal 1 — Slight 2 — Moderate 3 — Serious 4 — Severe
Summary of Changes
Regulatory review and update.
Key Legend
ACGIH - American Conference of Governmental Industrial Hygienists; ADR - European Road Transport;
AU -Australia; BOD - Biochemical Oxygen Demand; C - Celsius; CA - Canada; CA/MA/MN/N7/PA -
Califomia/Massachusetts/Minnesota/Ncw 7erscy/Pemsylvania-; CAS - Chemical Abstracts Service;
CERCLA - Comprehensive Environmental Response, Compensation, and Liability Act; CFR- Code of
Federal Regulations (US); CLP - Classification, Labelling, and Packaging; CN - China; CPR- Controlled
Products Regulations; DFG - Deutsche Forschmgsgemeinschatt; DOT - Department of Transportation; DSD
- Dangerous Substance Directive; DSL - Domestic Substances List; EC —European Commission; EEC -
European Economic Community; FIN - European Inventory of (Existing Commercial Chemical Substances);
EINECS - European Inventory of Existing Commercial Chemical Substances; ENCS - Japan Existing and
New Chemical Substance Inventory; EPA - Environmental Protection Agency; EU - European Union; F -
Fahrenheit; F - Background (for Venezuela Biological Exposure Indices); IARC - International Agency for
Research on Cancer, IATA - International Air Transport Association; ICAO - International Civil Aviation
Organization; IDL - Ingredient Disclosure List; IDLH - Immediately Dangerous to Life and Health; IMDG -
Intemational Maritime Dangerous Goods; ISHL - Japan Industrial Safety and Health Law, IUCLID -
Intemational Uniform Chemical Information Database; 7P - Japan; Kow - Octanolhvater partition
coefficient; KR KECI Amex 1 - Korea Existing Chemicals Inventory (KECI) / Korea Existing Chemicals
List (KECL); KR KECI Annex 2 - Korea Existing Chemicals Inventory (KECI) / Korea Existing Chemicals
List (KECL) , KR- Korea; LD50/LC50 - Lethal Dose/ Lethal Concentration; LEL - Lower Explosive Limit;
LLV - Level Limit Value; LOLI - List Of Llstsi. - ChemADVISOR's Regulatory Database; MAK -
Page 15 of 16 Rev. 02/20
Safety Data Sheet
Material Name: USED OIL SDS ID: 81451
Maxinami Concentration Value in the Workplace; MEL - Maximum Exposure Limits; MX —Mercier; Ne -
Non -specific; NFPA - National Fire Protection Agency; NIOSH -National Institute for Occupational Safety
and Health; NJTSR - New Jersey Trade Secret Registry; Nq - Non -quantitative; NSL —Non -Domestic
Substance List (Canada); NTP -National Toxicology Program; NZ -New Zealand; OSHA - Occupational
Safety and Health Administration; PEL- Permissible Exposure Limit; PH - Philippines; RCRA - Resource
Conservation and Recovery Act; REACH- Registration, Evaluation, Authorisation, and restriction of
Chemicals; RID - European Rail Transport; SARA - Superfund Amendments and Reauthorization Act; Sc -
Semi -quantitative; STEL - Short -tern Exposure Limn TCCA—Korea Toxic Chemicals Control Act; TDG -
Transportation of Dangerous Goods; TLV - Threshold Limit Value; TSCA - Toxic Substances Control Act
TW — Taiwan; TWA - Time Weighted Average; UEL - Upper Explosive Limit; UN/NA - United Nations
/North American; US - United States; VLE- Exposure Limit Value (Mexico); VN (Draft) - Vietnam (Draft);
WHMIS - Workplace Hazardous Materials Information System (Canada).
Other Information
Disclaimer:
User assumes all risks incident to the use of this product To the best of our knowledge, the information
contained herein is accurate. However, Safety-Kleen assumes no liability whatsoever for the accuracy or
completeness of the information contained herein. No representations orwaranties, either expressed or
implied, of merchantability, fitness for a particular purpose or of any other nature are made hereunder with
respect to the information or the product to which the information refers. The data contained on this sheet
apply to the product as supplied to the user.
Page 16 of 16 Rev. 02/20
SAFETY DATA SHEET
SP123
Section 1. Identification
Product name VHT® Hi -Temp Engine Enamel 550°F (288°C)
Chevy Orange
Product code SP123
Other means of Not available.
identification
Product type : Aerosol.
Relevant identified uses of the substance or mixture and uses advised against
Paint or paint related material.
Manufacturer VHT PRODUCTS CO.
101 Prospect Ave.
Cleveland, OH 44115
Emergency telephone (216) 566-2917
number of the company
Product Information (800) 247-3270
Telephone Number
Regulatory Information (216) 566-2902
Telephone Number
Transportation Emergency (800) 424-9300
Telephone Number
Section 2. Hazards identification
OSHAMCS status This material is considered hazardous by the OSHA Hazard Communication Standard
(29 CFR 1910.1200).
Classification of the FLAMMABLE AEROSOLS- Category 1
substance or mixture GASES UNDER PRESSURE - Compressed gas
SKIN CORROSION/IRRITATION - Category 2
SERIOUS EYE DAMAGE/ EYE IRRITATION - Category 2A
SKIN SENSITIZATION - Category 1
TOXIC TO REPRODUCTION - Category 2
SPECIFIC TARGET ORGAN TOXICITY (SINGLE EXPOSURE) (Respiratory tract
irritation) - Category 3
SPECIFIC TARGET ORGAN TOXICITY (SINGLE EXPOSURE) (Narcotic effects) -
Category 3
SPECIFIC TARGET ORGAN TOXICITY (REPEATED EXPOSURE) - Category 2
ASPIRATION HAZARD - Category 1
Percentage of the mixture consisting of ingredient(s) of unknown acute toxicity: 14.3%
(oral), 25.9% (dermal), 48.5% (inhalation)
GHS label elements
Hazard pictograms
Signal word Danger
DaM or lssudDah or revlsbn :9292021 Date ofpmvious Issue :MY 21 Version :19 1/18
SP123 VHTSHi-Temp Engine Enamel 55WF(28WC) SHW45-14A-GHSAS
Chevy Orange
Section 2. Hazards identification
Hazard statements : Extremely flammable aerosol.
Contains gas under pressure; may explode if heated.
May be fatal if swallowed and enters airways.
Causes skin irritation.
May cause an allergic skin reaction.
Causes serious eye irritation.
May cause respiratory irritation.
May cause drowsiness or dizziness.
Suspected of damaging fertility or the unborn child.
May cause damage to organs through prolonged or repeated exposure.
Precautionary statements
General
Read label before use. Keep out of reach of children. If medical advice is needed,
have product container or label at hand.
Prevention
Obtain special instructions before use. Do not handle until all safety precautions have
been read and understood. Wear protective gloves, protective clothing and eye or face
protection. Keep away from heat, hot surfaces, sparks, open flames and other ignition
sources. No smoking. Do not spray on an open flame or other ignition source. Use
only outdoors or in a well -ventilated area. Do not breathe dust or mist. Wash
thoroughly after handling. Contaminated work clothing must not be allowed out of the
workplace. Pressurized container: Do not pierce or burn, even after use.
Response
IF exposed or concerned: Get medical advice or attention. IF INHALED: Remove
person to fresh air and keep comfortable for breathing. Call a POISON CENTER or
doctor if you feel unwell. IF SWALLOWED: Immediately calla POISON CENTER or
doctor. Do NOT induce vomiting. Takeoff contaminated clothing and wash it before
reuse. Wash contaminated clothing before reuse. IF ON SKIN: Wash with plenty of
water. If skin irritation or rash occurs: Get medical advice or attention. IF IN EYES:
Rinse cautiously with water for several minutes. Remove contact lenses, if present and
easy to do. Continue rinsing. If eye imitation persists: Get medical advice or attention.
Storage
Storelocked up. Protect from sunlight. Do not expose to temperatures exceeding 50
°C/122 °F. Store in awell-ventilated place. Keep container tightly closed.
Disposal
Dispose of contents and container in accordance with all local, regional, national and
international regulations.
Supplemental label
DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Contains solvents which
elements
can cause permanent brain and nervous system damage. Intentional misuse by
deliberately concentrating and inhaling the contents can be harmful orfatal. WARNING:
This product contains chemicals known to the State of California to cause cancer and
birth defects or other reproductive harm.
Please referto the SDS for additional information. Keep out of reach of children. Keep
upright in a cool, dry place. Do not discard empty can in trash compactor.
Hazards not otherwise
DANGER: Rags, steel wool, other waste soaked with this product, and sanding residue
classified
may spontaneously catch fire if improperly discarded. Immediately place rags, steel
wool, otherwaste soaked with this product, and sanding residue in a sealed, water -filled,
metal container. Dispose of in accordance with local fire regulations.
Section 3. Composition/information on ingredients
Substance/mixture
Mixture
Other means of
Not available.
identification
CAS number/other identifiers
Date Orksue/Daleanevislon :9292021 Date orp eWous Issue :MY 21 Version :19 2/18
SP123 VHT®Hi-Temp Engine Enamel 55WF(28WC) sHW45-14A-Cl
Chevy Orange
Section 3. Composition/information on ingredients
Ingredient name
% by weight
CAS number
Methyl Acetate
>_25 - <50
79-20-9
Propane
>_10- <25
74-98-6
Butane
>_10 - <25
106-97-8
Toluene
>_10 - <25
108-88-3
Isobutyl Acetate
<10
110-19-0
2-m ethoxy- 1 -m ethyl ethyl acetate
<10
108-65-6
Methyl Ethyl Ketoxime
<_0.3
96-29-7
Xylene, mixed isomers
<_0.3
1330-20-7
Any concentration shown as a range is to protect confidentiality or is due to batch variation.
There are no additional ingredients present which, within the current knowledge of the supplier and in the
concentrations applicable, are classified and hence require reporting in this section.
Occupational exposure limits, if available, are listed in Section B.
Section 4. First aid measures
Description of necessary first aid measures
Eye contact Immediately flush eyes with plenty of water, occasionally lifting the upper and lower
eyelids. Check for and remove any contact lenses. Continue to rinse for at least 10
minutes. Get medical attention.
Inhalation Remove victim to fresh air and keep at rest in a position comfortable for breathing. If it
is suspected that fumes are still present, the rescuer should wear an appropriate mask
or self-contained breathing apparatus. If not breathing, if breathing is irregular or if
respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. It
may be dangerous to the person providing aid to give mouth-to-mouth resuscitation.
Get medical attention. If necessary, call a poison center or physician. If unconscious,
place in recovery position and get medical attention immediately. Maintain an open
airway. Loosen tight clothing such as a collar, tie, belt or waistband. In case of
inhalation of decomposition products in a fire, symptoms may be delayed. The exposed
person may need to be kept under medical surveillance for 48 hours.
Skin contact Wash with plenty of soap and water. Remove contaminated clothing and shoes. Wash
contaminated clothing thoroughly with water before removing it, or wear gloves.
Continue to rinse for at least 10 minutes. Get medical attention. In the event of any
complaints or symptoms, avoid further exposure. Wash clothing before reuse. Clean
shoes thoroughly before reuse.
Ingestion Get medical attention immediately. Call a poison center or physician. Wash out mouthq
with water. Remove dentures if any. If material has been swallowed and the exposed
person is conscious, give small quantities of water to drink. Stop if the exposed person
feels sick as vomiting may be dangerous. Aspiration hazard if swallowed. Can enter
lungs and cause damage. Do not induce vomiting. If vomiting occurs, the head should
be kept low so that vomit does not enter the lungs. Never give anything by mouth to an
unconscious person. If unconscious, place in recovery position and get medical
attention immediately. Maintain an open airway. Loosen tight clothing such as a collar,
tie, belt or waistband.
Most important wmptomsteffects, acute and delayed
Potential acute health effects
Eye contact Causes serious eye irritation.
Inhalation Can cause central nervous system (CNS) depression. May cause drowsiness or
dizziness. May cause respiratory irritation.
Skin contact Causes skin irritation. May cause an allergic skin reaction.
Ingestion Can cause central nervous system (CNS) depression. May be fatal if swallowed and
enters airways.
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Section 4. First aid measures
Over-exposure signs/symptoms
Eye contact
Adverse symptoms may include the following:
pain or irritation
watering
redness
Inhalation
Adverse symptoms may include the following:
respiratory tract irritation
coughing
nausea or vomiting
headache
drowsiness/fatigue
dizziness/vertigo
unconsciousness
reduced fetal weight
increase in fetal deaths
skeletal malformations
Skin contact
Adverse symptoms may include the following:
irritation
redness
reduced fetal weight
increase in fetal deaths
skeletal malformations
Ingestion
Adverse symptoms may include the following:
nausea orvomiting
reduced fetal weight
increase in fetal deaths
skeletal malformations
Indication of immediate medical attention and special treatment needed. if recess
Notes to physician In case of inhalation of decomposition products in a fire, symptoms may be delayed.
The exposed person may need to be kept under medical surveillance for 48 hours.
Specific treatments No specific treatment.
Protection of first -aiders No action shall be taken involving any personal risk or without suitable training. If it is
suspected that fumes are still present, the rescuer should wear an appropriate mask or
self-contained breathing apparatus. It may be dangerous to the person providing aid to
give mouth-to-mouth resuscitation. Wash contaminated clothing thoroughly with water
before removing it, orwear gloves.
See toxicological information (Section 11)
Section 5. Fire -fighting measures
Extinouishina media
Suitable extinguishing Use an extinguishing agent suitable for the surrounding fire.
media
Unsuitable extinguishing None known.
media
Specific hazards arising Extremely flammable aerosol. Runoff to sewer may create fire or explosion hazard. In
from the chemical a fire or if heated, a pressure increase will occur and the container may burst, with the
risk of a subsequent explosion. Gas may accumulate in low or confined areas or travel
a considerable distance to a source of ignition and flash back, causing fire or explosion.
Bursting aerosol containers may be propelled from a fire at high speed.
Dateor iem/Dahorrevlsbn :9292021 Date orpnevlous Issue :4/142021 Version :19 4/18
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Section 5. Fire -fighting measures
Hazardous thermal : Decomposition products may include the following materials:
decomposition products carbon dioxide
carbon monoxide
nitrogen oxides
halogenated compounds
Special protective actions
Promptly isolate the scene by removing all persons from the vicinity of the incident if
for fire-fighters
there is a fire. No action shall be taken involving any personal risk or without suitable
training. Move containers from fire area if this can be done without risk. Use water
spray to keep fire -exposed containers cool.
Special protective
Fire-fighters should wear appropriate protective equipment and self-contained breathing
equipment for fire-fighters
apparatus (SCBA) with a full face -piece operated in positive pressure mode.
Section 6. Accidental release measures
Personal precautions, protective equipment and emerdencv procedures
For non -emergency
No action shall be taken involving any personal risk or without suitable training.
personnel
Evacuate surrounding areas. Keep unnecessary and unprotected personnel from
entering. In the case of aerosols being ruptured, care should be taken due to the rapid
escape of the pressurized contents and propellant. If a large number of containers are
ruptured, treat as a bulk material spillage according to the instructions in the clean-up
section. Do not touch or walk through spilled material. Shut off all ignition sources. No
flares, smoking or flames in hazard area. Avoid breathing vapor or mist. Provide
adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put
on appropriate personal protective equipment.
For emergency responders
If specialized clothing is required to deal with the spillage, take note of any information in
Section 8 on suitable and unsuitable materials. See also the information in "For non-
emergency personnel".
Environmental precautions : Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains
and sewers. Inform the relevant authorities ifthe product has caused environmental
pollution (sewers, waterways, soil or air).
Methods and materials for containment and cleaning up
Small spill Stop leak if without risk. Move containers from spill area. Use spark -proof tools and
explosion -proof equipment. Dilute with water and mop up fwater-soluble. Alternatively,
or fwater-insoluble, absorb with an inert dry material and place in an appropriatewaste
disposal container. Dispose of via a licensed waste disposal contractor.
Large spill Stop leak if without risk. Move containers from spill area. Use spark -proof tools and
explosion -proof equipment. Approach release from upwind. Prevent entry into sewers,
water courses, basements or confined areas. Wash spillages into an effluent treatment
plant or proceed as follows. Contain and collect spillage with non-combustible,
absorbent material e.g. sand, earth, vermiculite or diatomaceous earth and place in
container for disposal according to local regulations (see Section 13). Dispose of via a
licensed waste disposal contractor. Contaminated absorbent material may pose the
same hazard as the spilled product. Note: see Section 1 for emergency contact
information and Section 13 forwaste disposal.
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Section 7. Handling and storage
Precautions for safe handling
Exposure limits
Protective measures
Put on appropriate personal protective equipment (see Section 8). Persons with a
ACGIH TLV (United States, 1/2021). Q
history of skin sensitization problems should not be employed in any process in which
this product is used. Pressurized container: protect from sunlight and do not expose to
temperatures exceeding 50°C. Do not pierce or burn, even after use. Avoid exposure -
TWA: 606 rl 8 hours.
obtain special instructions before use. Avoid exposure during pregnancy. Do not
handle until all safety precautions have been read and understood. Do not get in eyes
or on skin or clothing. Do not breathe vapor or mist. Do not swallow. Avoid breathing
STEL: 757 mg/m3 15 minutes.
gas. Use only with adequate ventilation. Wear appropriate respirator when ventilation is
inadequate. Store and use away from heat, sparks, open flame or any other ignition
source. Use explosion -proof electrical (ventilating, lighting and material handling)
TWA: 200 ppm 10 hours.
equipment. Use only non -sparking tools. Empty containers retain product residue and
can be hazardous.
Advice on general
Eating, drinking and smoking should be prohibited in areas where this material is
occupational hygiene
handled, stored and processed. Workers should wash hands and face before eating,
drinking and smoking. Remove contaminated clothing and protective equipment before
entering eating areas. See also Section 8 for additional information on hygiene
OSHA PEL (United States, 5/2018).
measures.
Conditions for safe storage, : Store in accordance with local regulations. Store awayfrom direct sunlight in a dry, cool
including any and well -ventilated area, away from incompatible materials (see Section 10) and food
incompatibilities and drink. Protect from sunlight. Store locked up. Eliminate all ignition sources. Use
appropriate containment to avoid environmental contamination. See Section 10 for
incompatible materials before handling or use.
Section 8. Exposure controls/personal protection
Control parameters
Ingredient name
CAS #
Exposure limits
Methyl Acetate
79-20-9
ACGIH TLV (United States, 1/2021). Q
TWA: 200 ppm 8 hours.
TWA: 606 rl 8 hours.
STEL: 250 ppm 15 minutes.
STEL: 757 mg/m3 15 minutes.
NIOSH REL (United States, 102020).
TWA: 200 ppm 10 hours.
TWA: 610 mg/m3 10 hours.
STEL: 250 ppm 15 minutes.
STEL: 760 mg/m3 15 minutes.
OSHA PEL (United States, 5/2018).
TWA: 200 ppm 8 hours.
TWA: 610 mg/m3 8 hours.
Propane
74-98-6
NIOSH REL (United States, 102020).
TWA: 1000 ppm 10 hours.
TWA: 1800 mg/m310 hours.
OSHA PEL (United States, 5/2018).
TWA: 1000 ppm 8 hours.
TWA: 1800 mg/m3 8 hours.
ACGIH TLV (United S[a[as' 12021). Oxygen
Depletion [Asphyxiant]. Explosive potential
Butane
106-97-8
NIOSH REL (United States, 102020).
TWA: 800 ppm 10 hours.
TWA: 1900 mg/m310 hours.
ACGIH TLV (United States, 12021).
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Chevy Orange
Section 8. Exposure controls/personal protection
CAS #
Exposure limits
Explosive potential.
79-20-9
CAAlberta Provincial (Canada, 6/2018).
STEL: 1000 ppm 15 minutes.
Toluene
108-88-3
OSHA PEL Z2 (United States, 2/2013).
15 min OEL: 757 mg/m3 15 minutes.
TWA: 200 ppm 8 hours.
15 min OEL: 250 ppm 15 minutes.
CEIL: 300 ppm
8 hrs OEL: 200 ppm 8 hours.
AMP: 500 ppm 10 minutes.
CA British Columbia Provincial (Canada,
NIOSH REL (United States, 102020).
12021).
TWA: 100 ppm 10 hours.
TWA: 200 ppm 8 hours.
TWA: 375 mg/m3 10 hours.
STEL: 250 ppm 15 minutes.
STEL: 150 ppm 15 minutes.
CA Ontario Provincial (Canada, 6/2019).
STEL: 560 mg/m3 15 minutes.
TWA: 200 ppm 8 hours.
ACGIH TLV (United States, 12021).
STEL: 250 ppm 15 minutes.
Ototoxicant.
CA Quebec Provincial (Canada, 7/2019).
TWA: 20 ppm 8 hours.
Isobutyl Acetate
110-19-0
NIOSH REL (United States, 102020).
TWAEV: 606 mg/m3 8 hours.
TWA: 150 ppm 10 hours.
STEV: 250 ppm 15 minutes.
TWA: 700 mg/m3 10 hours.
STEV: 757 mg/m315 minutes.
OSHA PEL (United States, 5/2018).
TWA: 150 ppm 8 hours.
TWA: 700 mg/m3 8 hours.
ACGIH TLV (United States, 1/2021).
STEL: 150 ppm 15 minutes.
TWA: 50 ppm 8 hours.
2-methoxy-1-methylethyl acetate
108-65-6
OARS WEEL (United States, 1/2021).
TWA: 50 ppm 8 hours.
Methyl Ethyl Ketoxime
96-29-7
OARS WEEL (United States, 1/2021). Skin
sensitizer.
TWA: 10 ppm 8 hours.
Xylene, mixed isomers
1330-20-7
ACGIH TLV (United States, 12021).
TWA: 100 ppm 8 hours.
TWA: 434 mg/m3 8 hours.
STEL: 150 ppm 15 minutes.
STEL: 651 mg/m3 15 minutes.
OSHA PEL (United States, 5/2018).
TWA: 100 ppm 8 hours.
TWA: 435 mg/m3 8 hours.
Occupational exposure limits (Canada)
Ingredient name
CAS #
Exposure limits
Methyl acetate
79-20-9
CAAlberta Provincial (Canada, 6/2018).
8 hrs OEL: 606 mg/m3 8 hours.
15 min OEL: 757 mg/m3 15 minutes.
15 min OEL: 250 ppm 15 minutes.
8 hrs OEL: 200 ppm 8 hours.
CA British Columbia Provincial (Canada,
12021).
TWA: 200 ppm 8 hours.
STEL: 250 ppm 15 minutes.
CA Ontario Provincial (Canada, 6/2019).
TWA: 200 ppm 8 hours.
STEL: 250 ppm 15 minutes.
CA Quebec Provincial (Canada, 7/2019).
TWAEV: 200 ppm 8 hours.
TWAEV: 606 mg/m3 8 hours.
STEV: 250 ppm 15 minutes.
STEV: 757 mg/m315 minutes.
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Section 8. Exposure controls/personal protection
7/2013).
STEL: 250 ppm 15 minutes.
TWA: 200 ppm 8 hours.
propane 74-98-6 CA Alberta Provincial (Canada, 6/2018).
8 hrs OEL: 1000 ppm 8 hours.
CA Quebec Provincial (Canada, 7/2019).
TWAEV: 1000 ppm 8 hours.
TWAEV: 1800 mg/m3 8 hours.
CA Saskatchewan Provincial (Canada,
7/2013).
STEL: 1250 ppm 15 minutes.
TWA: 1000 ppm 8 hours.
CA British Columbia Provincial (Canada,
1/2021). Oxygen Depletion [Asphyxiant].
Explosive potential.
CA Ontario Provincial (Canada, 6/2019).
Oxygen Depletion [Asphyxiant]. Explosive
potential.
Butane
106-97-8
CA Alberta Provincial (Canada, 6/2018).
8 hrs OEL: 1000 ppm 8 hours.
CA Quebec Provincial (Canada, 7/2019).
TWAEV: 800 ppm 8 hours.
TWAEV: 1900 mg/m3 8 hours.
CA Saskatchewan Provincial (Canada,
7/2013).
STEL: 1250 ppm 15 minutes.
TWA: 1000 ppm 8 hours.
CA British Columbia Provincial (Canada,
1/2021). Explosive potential.
STEL: 1000 ppm 15 minutes.
CA Ontario Provincial (Canada, 6/2019).
Explosive potential.
STEL: 1000 ppm 15 minutes.
Toluene
108-88-3
CA Alberta Provincial (Canada, 6/2018).
Absorbed through skin.
8 hrs OEL: 50 ppm 8 hours.
8 hrs OEL: 188 mg/m3 8 hours.
CA British Columbia Provincial (Canada,
1/2021).
TWA: 20 ppm 8 hours.
CA Ontario Provincial (Canada, 6/2019).
TWA: 20 ppm 8 hours.
CA Quebec Provincial (Canada, 7/2019).
Absorbed through skin.
TWAEV: 50 ppm 8 hours.
TWAEV: 188 mg/m3 8 hours.
CA Saskatchewan Provincial (Canada,
7/2013). Absorbed through skin.
STEL: 60 ppm 15 minutes.
TWA: 50 ppm 8 hours.
Isobutyl acetate
110-19-0
CA Alberta Provincial (Canada, 6/2018).
8 hrs OEL: 150 ppm 8 hours.
8 hrs OEL: 713 mg/m3 8 hours.
CA Quebec Provincial (Canada, 7/2019).
TWAEV: 150 ppm 8 hours.
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Section 8. Exposure controls/personal protection
CAS #
Exposure limits
TWAEV: 713 mg/m3 8 hours.
79-20-9
NOM-010-STPS-2014 (Mexico, 4/2016).
CA Saskatchewan Provincial (Canada,
TWA: 200 ppm 8 hours.
7/2013).
STEL: 250 ppm 15 minutes.
STEL: 188 ppm 15 minutes.
74-98-6
NOM-010-STPS-2014 (Mexico, 4/2016).
TWA: 150 ppm 8 hours.
TWA: 1000 ppm 8 hours.
CA Ontario Provincial (Canada, 6/2019).
106-97-8
NOM-010-STPS-2014 (Mexico, 42016).
STEL: 150 ppm 15 minutes.
TWA: 1000 ppm 8 hours.
TWA: 50 ppm 8 hours.
108-88-3
NOM-010-STPS-2014 (Mexico, 42016).
CA British Columbia Provincial (Canada,
TWA: 20 ppm 8 hours.
1/2021).
110-19-0
NOM-010-STPS-2014 (Mexico, 42016).
STEL: 150 ppm 15 minutes.
TWA: 150 ppm 8 hours.
TWA: 50 ppm 8 hours.
Methyl Ethyl Ketoxime
96-29-7
OARS WEEL (United States, 1/2021). Skin
sensitizer.
TWA: 10 ppm 8 hours.
Xylene
1330-20-7
CA Alberta Provincial (Canada, 6/2018).
8 hrs OEL: 100 ppm 8 hours.
15 min OEL: 651 mg/m3 15 minutes.
15 min OEL: 150 ppm 15 minutes.
8 hrs OEL: 434 mg/m3 8 hours.
CA British Columbia Provincial (Canada,
1/2021).
TWA: 100 ppm 8 hours.
STEL: 150 ppm 15 minutes.
CA Quebec Provincial (Canada, 7/2019).
TWAEV: 100 ppm 8 hours.
TWAEV: 434 mg/m3 8 hours.
STEV: 150 ppm 15 minutes.
STEV: 651 mg/m3 15 minutes.
CA Ontario Provincial (Canada, 6/2019).
STEL: 150 ppm 15 minutes.
TWA: 100 ppm 8 hours.
CA Saskatchewan Provincial (Canada,
7/2013).
STEL: 150 ppm 15 minutes.
TWA: 100 ppm 8 hours.
Occupational exposure limits (Mexico)
Appropriate engineering Use only with adequate ventilation. Use process enclosures, local exhaust ventilation or
controls other engineering controls to keep worker exposure to airborne contaminants below any
recommended or statutory limits. The engineering controls also need to keep gas,
vapor or dust concentrations below any lower explosive limits. Use explosion -proof
ventilation equipment.
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CAS #
Exposure limits
Methyl Acetate
79-20-9
NOM-010-STPS-2014 (Mexico, 4/2016).
TWA: 200 ppm 8 hours.
STEL: 250 ppm 15 minutes.
Propane
74-98-6
NOM-010-STPS-2014 (Mexico, 4/2016).
TWA: 1000 ppm 8 hours.
Butane
106-97-8
NOM-010-STPS-2014 (Mexico, 42016).
TWA: 1000 ppm 8 hours.
Toluene
108-88-3
NOM-010-STPS-2014 (Mexico, 42016).
TWA: 20 ppm 8 hours.
Isobutyl Acetate
110-19-0
NOM-010-STPS-2014 (Mexico, 42016).
TWA: 150 ppm 8 hours.
Appropriate engineering Use only with adequate ventilation. Use process enclosures, local exhaust ventilation or
controls other engineering controls to keep worker exposure to airborne contaminants below any
recommended or statutory limits. The engineering controls also need to keep gas,
vapor or dust concentrations below any lower explosive limits. Use explosion -proof
ventilation equipment.
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Section 8. Exposure controls/personal protection
Environmental exposure : Emissions from ventilation orwork process equipment should be checked to ensure
controls
they complywith the requirements of environmental protection legislation. In some
Color
cases, fume scrubbers, filters or engineering modifications to the process equipment
Odor
will be necessary to reduce emissions to acceptable levels.
Individual protection measures
Not available.
Hygiene measures
Wash hands, forearms and face thoroughly after handling chemical products, before
eating, smoking and using the lavatory and at the end of the working period.
Appropriate techniques should be used to remove potentially contaminated clothing.
Contaminated work clothing should not be allowed out of the workplace. Wash
contaminated clothing before reusing. Ensure that eyewash stations and safety
showers are close to the workstation location.
Eyelface protection
Safety eyewear complying with an approved standard should be used when a risk
assessment indicates this is necessary to avoid exposure to liquid splashes, mists,
gases or dusts. If contact is possible, the following protection should be worn, unless
the assessment indicates a higher degree of protection: chemical splash goggles.
Skin protection
Hand protection
Chemical -resistant, impervious gloves complying with an approved standard should be
worn at all times when handling chemical products if a risk assessment indicates this is
necessary. Considering the parameters specified by the glove manufacturer, check
during use that the gloves are still retaining their protective properties. It should be
noted that the time to breakthrough for any glove material may be different for different
glove manufacturers. In the case of mixtures, consisting of several substances, the
protection time of the gloves cannot be accurately estimated.
Body protection
Personal protective equipment for the body should be selected based on the task being
performed and the risks involved and should be approved by a specialist before
handling this product. When there is a risk of ignition from static electricity, wear anti-
static protective clothing. For the greatest protection from static discharges, clothing
should include anti -static overalls, boots and gloves.
Other skin protection Appropriate footwear and any additional skin protection measures should be selected
based on the task being performed and the risks involved and should be approved by a
specialist before handling this product.
Respiratory protection Based on the hazard and potential for exposure, select a respirator that meets the
appropriate standard or certification. Respirators must be used according to a
respiratory protection program to ensure proper fitting, training, and other important
aspects of use.
Section 9. Physical and chemical properties
The conditions of measurement of all properties are at standard temperature and pressure unless otherwise indicated
Appearance
Physical state
Liquid.
Color
Not available.
Odor
Not available.
Odor threshold
Not available.
PH : Not applicable.
Melting point/freezing point : Not available.
Boiling point, initial boiling
Not available.
point, and boiling range
Flash point
Closed cup: -29°C (-20.2°F) [Pensky-Martens Closed Cup]
Evaporation rate
5.3 (butyl acetate = 1)
Flammability
Not available.
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Section 9. Physical and chemical properties
Lower and upper explosion
Lower: 1%
Species
limit/flammability limit
Upper: 16%
Methyl Acetate
Vapor pressure
101.3 kPa (760 mm Hg)
\
Relative vapor density
1.55 [Air = 1 ]
LD50 Oral
Relative density
0.78
-
Solubility
Not available.
Rat
Partition coefficient: n-
Not applicable.
\
octanol/water
Rat
49 g/m'
Auto -ignition temperature
Not available.
LD50 Oral
Decomposition temperature
Not available.
-
Viscosity
Kinematic (40°C (104°F)): <20.5 mm'/s (<20.5 cSt)
\
Molecular weigh
Not applicable.
Aerosol product
Rat
13400 mg/kg
Type of aerosol
Spray
LD50 Dermal
Heat of combustion
31.348 kJ/g
-
Section 10. Stability and reactivity
Reactivity : No specific test data related to reactivity available forthis product or its ingredients
Chemical stability : The product is stable.
Possibility of hazardous Under normal conditions of storage and use, hazardous reactions will not occur.
reactions
Conditions to avoid : Avoid all possible sources of ignition (spark or flame).
Incompatible materials : No specific data.
Hazardous decomposition Under normal conditions of storage and use, hazardous decomposition products should
products not be produced.
Section 11. Toxicological information
Information on toxicological effects
Acute toxicity
Product/ingredient name
Result
Species
Dose
Exposure
Methyl Acetate
LD50 Dermal
Rabbit
>5 g/kg
-
LD50 Oral
Rat
>5 g/kg
-
Butane
LC50 Inhalation Vapor
Rat
658000 mg/m'
4 hours
Toluene
LC50 Inhalation Vapor
Rat
49 g/m'
4 hours
LD50 Oral
Rat
636 mg/kg
-
Isobutyl Acetate
LD50 Dermal
Rabbit
>17400 mg/kg
-
LD50Oral
Rat
13400 mg/kg
-
2-methoxy-1-methylethyl
LD50 Dermal
Rabbit
>5 g/kg
-
acetate
LD50 Oral
Rat
8532 mg/kg
-
Methyl Ethyl Ketoxime
LD50 Oral
Rat
930 mg/kg
-
Xylene, mixed isomers
LC50 Inhalation Gas.
Rat
6700 ppm
4 hours
LD50 Oral
Rat
4300 mg/kg
I-
Irritation/Corrosion
Dateorksue/Daleanevlsb :9292021 Date orpeWous Issue :4/142021 Version :19 11/18
SP123 VHTSM-Temp Engine Enamel 55WF(28WC) WW45-NA-Cl
Chevy Orange
Section 11. Toxicological information
Product/ingredient name
Result
Species
Score
Exposure
Observation
Methyl Acetate
Eyes - Moderate irritant
Rabbit
-
24 hours 100
-
mg
Skin - Mild irritant
Rabbit
-
24 hours 500
-
mg
Skin - Moderate irritant
Rabbit
-
24 hours 20
-
mg
Toluene
Eyes - Mild irritant
Rabbit
-
0.5 minutes
-
100 mg
Eyes - Mild irritant
Rabbit
-
870 ug
-
Eyes - Severe irritant
Rabbit
-
24 hours 2
-
mg
Skin - Mild irritant
Pig
-
24 hours 250
-
uL
Skin - Mild irritant
Rabbit
-
435 mg
-
Skin - Moderate irritant
Rabbit
-
24 hours 20
-
mg
Skin - Moderate irritant
Rabbit
-
500 mg
-
Isobutyl Acetate
Eyes - Moderate irritant
Rabbit
-
24 hours 500
-
mg
Skin - Mild irritant
Rabbit
-
500 mg
-
Skin - Moderate irritant
Rabbit
-
24 hours 500
-
mg
Methyl Ethyl Ketoxime
Eyes- Severe irritant
Rabbit
-
100 uL
-
Xylene, mixed isomers
Eyes - Mild irritant
Rabbit
-
87 mg
-
Eyes - Severe irritant
Rabbit
-
24 hours 5
-
mg
Skin - Mild irritant
Rat
-
8 hours 60 uL
-
Skin - Moderate irritant
Rabbit
-
24 hours 500
-
mg
Skin - Moderate irritant
Rabbit
-
100 %
-
Sensitization
Not available.
Mutagenicity
Not available.
Carcinoaenicitv
Not available.
Classification
Product/ingredient name
OSHA
I IARC
NTP
Toluene
Xylene, mixed isomers
I -
-
3
3
1 -
-
Reproductive toxicity
Not available.
Teratogenicity
Not available.
Specific taraet oral toxicity (single exposure)
Dateorksue/Dahorrevlsb :9292021 Date orpevlous Issue :MY 21 Verslon :19 12/18
SP123 VHTSHi-Temp Engine Enamel 55WF(28WC) SHW45-14A.Cl
Chevy Orange
Section 11. Toxicological information
Name
Category
Route of
exposure
Target organs
Methyl Acetate
Category 3
-
Narcotic effects
Propane
Category3
-
Respiratory tract
Butane
Category 2
-
irritation
Toluene
Category 3
-
Narcotic effects
Butane
Category
-
Respiratory tract
irritation
Category 3
Narcotic effects
Toluene
Category
-
Respiratory tract
irritation
Category 3
Narcotic effects
Isobutyl Acetate
Category 3
-
Narcotic effects
2-methoxy-1-methylethyl acetate
Category
-
Narcotic effects
Xylene, mixed isomers
Category
-
Respiratory tract
irritation
Specific target croon toxicity (repeated exposure)
Name
Category
Route of
Target organs
Butane
ASPIRATION HAZARD - Category 1
exposure
ASPIRATION HAZARD - Category 1
Propane
Category
-
-
Butane
Category 2
-
-
Toluene
Category
-
-
Xylene, mixed isomers
Category
-
-
Aspiration hazard
Name
Result
Propane
ASPIRATION HAZARD - Category 1
Butane
ASPIRATION HAZARD - Category 1
Toluene
ASPIRATION HAZARD - Category 1
Xylene, mixed isomers
ASPIRATION HAZARD - Category 1
Information on the likely :
Not available.
routes of exposure
Potential acute health effects
Eye contact
Causes serious eye irritation.
Inhalation
Can cause central nervous system (CNS) depression. May cause drowsiness or
dizziness. May cause respiratory irritation.
Skin contact
Causes skin imitation. May cause an allergic skin reaction.
Ingestion
Can cause central nervous system (CNS) depression. May be fatal if swallowed and
enters airways.
SvmDtoms related to the ohvsical. chemical and toxicoloaical characteristics
Eye contact Adverse symptoms may include the following:
pain or irritation
watering
redness
Inhalation Adverse symptoms may include the following:
respiratory tract irritation
coughing
nausea or vomiting
headache
drowsiness/fatigue
dizziness/vertigo
Dffieorlssu Va*arevlsb :9292021 Dam orprevlom Issue :MY 21 Version :19 1N1s
SP123 VHT®Hi-Temp Engine Enamd 55WF(28WC) SHW45-NA-GHS1S
Chevy Orange
Section 11. Toxicological information
unrnnscirnisness
reduced fetal weight
increase in fetal deaths
skeletal malformations
Skin contact Adverse symptoms may include the following:
irritation
redness
reduced fetal weight
increase in fetal deaths
skeletal malformations
Ingestion Adverse symptoms may include the following:
nausea or vomiting
reduced fetal weight
increase in fetal deaths
skeletal malformations
Delaved and immediate effects and also chronic effects from short and Iona term exposure
Short term exposure
Potential immediate Not available.
effects
Potential delayed effects Not available.
Longterm exposure
Potential immediate Not available.
effects
Potential delayed effects Not available.
Potential chronic health effects
Not available.
General
May cause damage to organs through prolonged or repeated exposure. Once
sensitized, a severe allergic reaction may occur when subsequently exposed to very low
levels.
Carcinogenicity
No known significant effects or critical hazards.
Mutagenicity
No known significant effects or critical hazards.
Teratogenicity
Suspected of damaging the unborn child.
Developmental effects
No known significant effects or critical hazards.
Fertility effects
No known significant effects or critical hazards.
Numerical measures of toxicity
Acute toxicity estimates
Route ATE value
gyral 4707.1 mg/kg
DaM or lssudpah or revlsbn :9292021 pate ofprevlous Issue :4/142021 Version :19 1wis
SP123 VHTSHi-Temp Engine Enamel 55WF(28WC) SHW45-14A-GHSAS
Chevy Orange
Section 12. Ecological information
Toxicity
Productingredient name
Result
Species
Exposure
Methyl Acetate
Acute LC50 320000 pgA Fresh water
Fish - Pimephales promelas
96 hours
Toluene
Acute EC50 >433 ppm Marine water
Algae - Skeletonema costatum
96 hours
Xylene, mixed isomers
Acute EC50 11600 pg/I Fresh water
Crustaceans-Gammarus
48 hours
pseudolim naeus - Adult
Acute EC50 6000 pg/I Fresh water
Daphnia - Daphnia magna-
48 hours
Juvenile (Fledgling, Hatchling,
Weanling)
Acute LC50 5500 pgA Fresh water
Fish - Oncorhynchus kisutch - Fry
96 hours
Chronic NOEC 1000 pgA Fresh water
Daphnia - Daphnia magna
21 days
Methyl Ethyl Ketoxime
Acute LC50 843000 pgA Fresh water
Fish - Pimephales promelas
96 hours
Xylene, mixed isomers
Acute LC50 8500 pgA Marne water
Crustaceans- Palaem orates
48 hours
pugio
Acute LC50 13400 pg/I Fresh water
Fish - Pimephales promelas
96 hours
Persistence and dearadability
Productingredient name
Aquatic half-life
Photolysis
Biodegradability
Toluene
Xylene, mixed isomers
-
-
-
-
Readily
Readily
Bioaccumulative potential
Productingredient name
LogP_
BCF
Potential
Toluene
-
90
low
Methyl Ethyl Ketoxime
-
2.5 to 5.8
low
Xylene, mixed isomers
-
8.1 to 25.9
low
Mobility in soil
Soil/water partition Not available.
coefficient (K.)
Other adverse effects : No known significant effects or critical hazards
(Section 13. Disposal considerations
Disposal methods The generation ofwaste should be avoided or minimized wherever possible. Disposal
of this product, solutions and any by-products should at all times comply with the
requirements of environmental protection and waste disposal legislation and any
regional local authority requirements. Dispose of surplus and non -recyclable products
via a licensed waste disposal contractor. Waste should not be disposed of untreated to
the sewer unless fully compliant with the requirements of all authorities with jurisdiction.
Waste packaging should be recycled. Incineration or landfill should only be considered
when recycling is not feasible. This material and its container must be disposed of in a
safe way. Empty containers or liners may retain some product residues. Do not
puncture or incinerate container.
DateakendDaakarevlsb :9292021 Dell orprevious Issue :MY 21 Version :19 15118
SP123 VHTSHi-Temp Engine Enamel 55VF(28WC) SHW45-14A-GHSAS
Chevy Orange
Section 14. Transport information
DOT
TDG
Mexico
IATA
IMDG
Classification
Classification
Classification
UN number
UN1950
UN1950
UN1950
UN1950
UN1950
UN proper
AEROSOLS
AEROSOLS
AEROSOLS
AEROSOLS,
AEROSOLS
shipping name
flammable
Transport
2.1
2.1
2.1
2.1
2.1
hazard class(es)
O
O
O
O
O
Packing group
-
-
-
-
-
Environmental
No.
No.
No.
o.
No.
hazards
Additional
-
Product classified
-
Emergency
information
as per the
schedules F -D, S -
following sections
U
of the
Transportation of
Dangerous Goods
Regulations:
2.13-2.17 (Class
2).
ERG No.
ERG No.RE
G No.
126
126
126
Dependent upon
Dependent upon
Dependent upon
Dependent upon
Dependent upon
container size, this
container size, this
container size, this
container size, this
container size, this
product may ship under
product may ship under
product may ship under
product may ship under
product may ship under
the Limited Quantity
the Limited Quantity
the Limited Quantity
the United Quantity
the Limited Quantity
shipping exception.
shipping exception.
shipping exception.
shipping exception,
shipping exception.
Special precautions for user : Multi -modal shipping descriptions are provided for informational purposes and do not
consider container sizes. The presence of a shipping description for a particular
mode of transport (sea, air, etc.), does not indicate that the product is packaged
suitably for that mode of transport. All packaging must be reviewed for suitability
prior to shipment, and compliance with the applicable regulations is the sole
responsibility of the person offering the product for transport. People loading and
unloading dangerous goods must be trained on all of the risks deriving from the
substances and on all actions in case of emergency situations.
Transport in bulk according : Not available.
to IMO instruments
Proper shipping name Not available.
Section 15. Regulatory information
SARA 313 (40 CFR 372.45) supplier notification can be found on the Environmental Data Sheet.
California Prop. 65
WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other
reproductive harm.
International regulations
Date of/ssue/Dal or mvlsbn :9292021 Dam ofprevlous Issue :4/142021 Version :19 16/18
SP123 VHTSHi-Temp Engine Enamel 55VF(28WC) SITY145-NA-Cl
Chevy Orange
Section 15. Regulatory information
China inventory (IECSC): Not determined.
Japan inventory (CSCL): Not determined.
Japan inventory (ISHL): Not determined.
Korea inventory (KECI): Not detemmined.
New Zealand Inventory of Chemicals (NZIoC): Not determined.
Philippines inventory (PICCS): Not determined.
Taiwan Chemical Substances Inventory (TCSI): Not determined.
Thailand inventory: Not determined.
Turkey inventory: Not determined.
Vietnam inventory: Not determined.
Section 16. Other information
Hazardous Material Information System (U.S.A)
31
4
31
The customer is responsible for determining the PPE code for this material. For more information on HMISO
Personal Protective Equipment (PPE) codes, consult the HMISO Implementation Manual.
Caution: HMISO ratings are based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4
representing significant hazards or risks. Although HMISO ratings and the associated label are not required on
SDSs or products leaving a facility under 29 CFR 1910.1200, the preparer may choose to provide them. HMISO
ratings are to be used with a fully implemented HMISO program. HMISO is a registered trademark and service
mark of the American Coatings Association, Inc.
Procedure used to derive the classification
Classification
Justification
FLAMMABLE AEROSOLS - Category 1
On basis of test data
GASES UNDER PRESSURE- Compressed gas
Calculation method
SKIN CORROSION/IRRITATION - Category 2
Calculation method
SERIOUS EYE DAMAGE/ EYE IRRITATION - Category 2A
Calculation method
SKIN SENSITIZATION - Category 1
Calculation method
TOXIC TO REPRODUCTION - Category 2
Calculation method
SPECIFIC TARGET ORGAN TOXICITY (SINGLE EXPOSURE) (Respiratory tract
Calculation method
irritation) - Category 3
SPECIFIC TARGET ORGAN TOXICITY (SINGLE EXPOSURE) (Narcotic effects)-
Calculation method
Category 3
SPECIFIC TARGET ORGAN TOXICITY (REPEATED EXPOSURE) - Category 2
Calculation method
ASPIRATION HAZARD- Category 1
Calculation method
History
Date of priming 9/29/2021
Date of issue/Date of 9/29/2021
revision
Date of previous issue 4/14/2021
Version 19
Date.fft.dDahaanevlsb :9292021 Date orpeWous Issue :MY 21 Version :19 17118
SP123 VHTSHi-Temp Engine Enamel 55WF(28WC) SHW45-14A-Cl
Chevy Orange
(Section 16. Other information
BCF = Bioconcentration Factor
GHS = Globally Harmonized System of Classification and Labelling of Chemicals
IATA = International Air Transport Association
IBC = Intermediate Bulk Container
IMDG = International Maritime Dangerous Goods
LogPow = logarithm of the octanoVwater partition coefficient
MARPOL = International Convention for the Prevention of Pollution From Ships, 1973
as modified by the Protocol of 1978. ("Marpol" = marine pollution)
N/A = Not available
SGG = Segregation Group
UN = United Nations
Indicates information that has changed from previously issued version.
Notice to reader
It is recommended that each customer or recipient of this Safety Data Sheet (SDS) study it carefully and consult
resources, as necessary or appropriate, to become aware of and understand the data contained in this SDS and
any hazards associated with the product. This information is provided in good faith and believed to be accurate
as of the effective date herein. However, no warranty, express or implied, is given. The information presented
here applies only to the product as shipped. The addition of any material can change the composition, hazards
and risks of the product. Products shall not be repackaged, modified, or tinted except as specifically instructed
by the manufacturer, including but not limited to the incorporation of products not specified by the manufacturer,
or the use or addition of products in proportions not specified by the manufacturer. Regulatory requirements
are subject to change and may differ between various locations and jurisdictions. The customer/buyer/user is
responsible to ensure that his activities comply with all country, federal, state, provincial or local laws. The
conditions for use of the product are not under the control of the manufacturer; the customer/buyer/user is
responsible to determine the conditions necessary for the safe use of this product. The customer/buyer/user
should not use the product for any purpose other than the purpose shown in the applicable section of this SDS
without first referring to the supplier and obtaining written handling instructions. Due to the proliferation of
sources for information such as manufacturer -specific SDS, the manufacturer cannot be responsible for SDSs
obtained from any other source.
DaM or lssudDah or revlsbn :9292021 Date orp evlous Issue :MY 21 Version :19 ivis
SP123 VHT®Hi-Temp Engine Enamel 55WF(28WC) SHW45-14A-Cl
Chevy Orange
04-
Nmr, SAFETY DATA SHEET
1. Identification
Product number 6001, 6005, 6012, 6032, 6055
Product identifier PENRAY SUPER HEAVY DUTY DOT 3 BRAKE FLUID
Revision date 09-13-2018
Company information The Penray Companies, Inc.
440 Denniston Ct.
Wheeling,I1-60090 United States
Company phone (800) 373-6729
Emergency telephone US 1-800-424-9300
Emergency telephone outside 1-703-527-3887
US
Version If 03
Supersedes date 08-17-2018
Recommended use Cleaner
Recommended restrictions None known.
2. Hazard(s) identification
Physical hazards Not classified.
Health hazards Reproductive toxicity Category
Specific target organ toxicity, repeated Category
exposure
OSHA defined hazards Not classified.
Label elements
O
Signal word Warning
Hazard statement Suspected of damaging fertility or the unborn child. May cause damage to organs through
prolonged or repeated exposure.
Precautionary statement
Prevention Obtain special instructions before use. Do not handle until all safety precautions have been read
and understood. Do not breathe mist or vapor. Wear protective gloves/protective clothing/eye
protection/face protection.
Response If exposed or concerned: Get medical advice/attention.
Storage Store locked up.
Disposal Dispose of contents/container in accordance with local/regional/nationalfintermtiomI regulations.
Hazards) not otherwise None known.
classified (HNOC)
Supplemental information None.
3. Composition/information on ingredients
Mixtures
Chemical name Common name and synonyms CAS number %
Diethylene Glycol Monobutyl Ether 112-34-5 2.5- 10
Diethylem Glycol n -Butyl Ether 111-46-6 2.5- 10
Polyethylene Glycol 25322-68-3 2.5- 10
Product name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID Bos us
Product #:6001, 6005, 6012, 6032, 6055 Version #: 03 Revision date: 09-13-2018 Issue dale: 0609-2018 1/8
Chemical name
Common name and synonyms CAS number %
Diethylene Glycol Monomethyl
111-77-3 0.1 - 1
Ether
During fire, gases hazardous to health may be formed.
Other components below reportable levels 90-100
'Designates that a specific chemical identity and/or percentage of composition has been withheld as a trade secret.
4. First-aid measures
Self-contained breathing apparatus and full protective clothing must be worn in case of fire.
Inhalation
Move to fresh air. Call a physician if symptoms develop or persist.
Skin contact
Wash off with soap and water. Get medical attention if irritation develops and persists.
Eye contact
Rinse with water. Get medical attention if irritation develops and persists.
Ingestion
Rinse mouth. Get medical attention if symptoms occur.
Most important
Prolonged exposure may cause chronic effects.
symptoms/effects, acute and
delayed
Indication of immediate
Provide general supportive measures and treat symptomatically. Keep victim under observation.
medical attention and special
Symptoms may be delayed.
treatment needed
General information
IF exposed or concerned: Get medical advice/attention. If you feel unwell, seek medical advice
(show the label where possible). 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.
5. Fire -fighting measures
Suitable extinguishing media Alcohol resistant foam. Powder. Carbon dioxide (CO2)
Unsuitable extinguishing
Do not use water jet as an extinguisher, as this will spread the fire.
media
appropriate protective equipment and clothing during clean-up. Do not breathe mist or vapor.
Specific hazards arising from
During fire, gases hazardous to health may be formed.
the chemical
contained. For personal protection, see section 8 of the SDS.
Special protective equipment
Self-contained breathing apparatus and full protective clothing must be worn in case of fire.
and precautions for firefighters
Fire fighting
Move containers from fire area if you can do so without risk.
eq u i pmen Vi nstru cti on s
Specific methods
Use standard firefighting procedures and consider the hazards of other involved materials.
General fire hazards
No unusual fire or explosion hazards noted.
6. Accidental release measures
Personal precautions,
Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Wear
protective equipment and
appropriate protective equipment and clothing during clean-up. Do not breathe mist or vapor.
emergency procedures
Ensure adequate ventilation. Local authorities should be advised if significant spillages cannot be
contained. For personal protection, see section 8 of the SDS.
Methods and materials for
Use water spray to reduce vapors or divert vapor cloud drift.
containment and cleaning up
Large Spills: Stop the flow of material, if this is without risk. Dike the spilled material, where this is
possible. Cover with plastic sheet to prevent spreading. Absorb in vermiculite, dry sand or earth
and place into containers. Following product recovery, flush area with water.
Small Spills: Wipe up with absorbent material (e.g. cloth, fleece). Clean surface thoroughly to
remove residual contamination.
Never return spills to original containers for re -use. For waste disposal, we section 13 of the SDS.
Environmental precautions Avoid discharge into drains, watercourses or onto the ground.
7. Handling and storage
Precautions for safe handling Obtain special instructions before use. Do not handle until all safety precautions have been read
and understood. Do not breathe mist or vapor. Avoid prolonged exposure. Pregnant or
breasffeeding women must not handle this product. Should be handled in closed systems, if
possible. Provide adequate ventilation. Wear appropriate personal protective equipment. Observe
good industrial hygiene practices.
Conditions for safe storage, Store locked up. Store in original tightly closed container. Store away from incompatible materials
including any incompatibilities (see Section 10 of the SDS).
Product name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID sm us
Product #: 6001, 6005, 6012, 6032, 6055 Version#: 03 Revision date: 09-13-2018 Issue date: 0609-2018 2/8
8. Exposure controls/personal protection
Occupational exposure limits
US. ACGIH Threshold Limit Values
Components Type Value Form
Diethylene Glycol TWA 10 ppm Inhalal
Monobutyl Ether (CAS vapor.
US. Workplace Environmental Exposure Level (WEEL) Guides
Components
Type Value Form
Diethylene Glycol n -Butyl
TWA 10 mg/m3
Ether (CAS 111-46-6)
Other
Polyethylene Glycol (CAS
TWA 10 mg/m3 Particulate.
25322-68-3)
Thermal hazards
Biological limit values
No biological exposure limits noted for the ingredient(s).
Appropriate engineering
Good general ventilation (typically 10 air changes per hour) should be used. Ventilation rates
controls
should be matched to conditions. If applicable, use process enclosures, local exhaust ventilation,
smoking. Routinely wash work clothing and protective equipment to remove contaminants.
or other engineering controls to maintain airborne levels below recommended exposure limits. If
properties
exposure limits have not been established, maintain airborne levels to an acceptable level.
Individual protection measures, such ee personal protective equipment
Eye/face protection
Chemical respirator with organic vapor cartridge and full facepiece.
Skin protection
Hand protection
Wear appropriate chemical resistant gloves. Suitable gloves can be recommended by the glove
supplier.
Other
Use of an impervious apron is recommended.
Respiratory protection
Chemical respirator with organic vapor cartridge and full facepiece.
Thermal hazards
Wear appropriate thermal protective clothing, when necessary.
General hygiene
Observe any medical surveillance requirements. Always observe good personal hygiene
considerations
measures, such as washing after handling the material and before eating, drinking, and/or
smoking. Routinely wash work clothing and protective equipment to remove contaminants.
9. Physical and chemical
properties
Appearance
Physical state Liquid.
Form Liquid.
Color Not available.
Odor Not available.
Odor threshold Not available.
pH 8.6
Melting point/freezing point -59.8 -F (-51 °C) Supplier estimated /<-58 -F (<-50 °C) Supplier
Initial boiling point and boiling 500 -F (260 °C) 760 mmHg ASTM El 719
range
Flash point 280.4 -F (138.0 °C) Pensky-Martens Closed Cup Supplier
Evaporation rate Not available.
Flammability (solid, gas) Not applicable.
Upper/lower flammability or explosive limits
Flammability limit - lower Not available.
(°/6)
Flammability limit - upper Not available.
N
Explosive limit- lower (%) Not available.
Explosive limit- upper (%) Not available.
Vapor pressure <0.01 mm Hg CD 20C estimated
Vapor density Not available.
Product name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID Sea us
Product #: 6001, 6005, 6012, 6032, 6055 Version #: 03 Revision date: 09-13-2018 Issue date: 0609-2018 3/8
Relative density
Not available.
Solubility(ies)
Material is stable under normal conditions.
Solubility (water)
Not available.
Partition coefficient
Not available.
(n-octanoltwater)
Contact with incompatible materials.
Auto -ignition temperature
590 °F (310 °C) supplier
Decomposition temperature
Not available.
Viscosity
Not available.
Other information
Components
Explosive properties
Not explosive.
Flammability class
Combustible HIS estimated
Heat of combustion (NFPA
1.65 kJ/g estimated
30B)
Rabbit 2764 mg/kg, 24 Hours
Kinematic viscosity
990 cSt CD -40 -C ISO 3104
Oxidizing properties
Not oxidizing.
Percent volatile
25.79 %estimated
Specific gravity
1.06 supplier estimated
VOC(Weight%)
25.79 %estimated
10. Stability and reactivity
Reactivity
The product is stable and non-reactive under normal conditions of use, storage and transport.
Chemical stability
Material is stable under normal conditions.
Possibility of hazardous
No dangerous reaction known under conditions of normal use.
reactions
Expected to be a low ingestion hazard.
Conditions to avoid
Contact with incompatible materials.
Incompatible materials
Strong oxidizing agents.
Hazardous decomposition
No hazardous decomposition products are known.
products
Acute toxicity
11. Toxicological information
Information on likely routes of exposure
Inhalation
May cause damage to organs through prolonged or repeated exposure by inhalation.
Skin contact
No adverse effects due to skin contact are expected.
Eye contact
Direct contact with eyes may cause temporary irritation.
Ingestion
Expected to be a low ingestion hazard.
Symptoms related to the
Direct contact with eyes may cause temporary irritation.
physical, chemical and
2000 mg/kg
toxicological characteristics
Mouse
Information on toxicological effects
Acute toxicity
Components
Species Test Results
Diethylene Glycol Monobutyl Ether (CAS 112-34-5)
Acute
Dermal
LD50
Rabbit 2764 mg/kg, 24 Hours
Rat 2021 mg/kg
Inhalation
LC50
Rat
74 mg/I/4h
Oral
LD100
Rabbit
4000 mg/kg
LD50
Guinea pig
2000 mg/kg
Mouse
2410 mg/kg
Product name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID $W us
Product #.6001, 6005, 6012, 6032, 6055 Version # 03 Revision date: 09-13-2018 Issue dale: 0609-2018 4/8
Components Species Test Results
Rabbit
2500-3000 mg/kg
Rat
7291 mg/kg
Diethylene Glycol Monomethyl Ether (CAS 111-77-3)
4160 mg/kg
Acute
7128 mg/kg
Dermal
> 4000 mg/kg
LD50 Guinea pig
8000 mg/kg, Days
Rabbit
9404 mg/kg, 24 Hours
Not regulated.
8980 ml/kg
Oral
1-13100 Rabbit
10000 mg/kg
LD50 Cat
> 4080 mg/kg
Guinea pig
4160 mg/kg
Mouse
7128 mg/kg
Rabbit
> 4000 mg/kg
Rat
7128 mg/kg
6700 ml/kg
Diethylene Glycol n -Butyl Ether (CAS 111-46-6)
Acute
Oral
LD50 Human 1120 mg/kg
Rat 16500 mg/kg
Polyethylene Glycol (CAS 25322£8-3)
Acute
Oral
LD50 Rat 4300 mg/kg
" Estimates for product may be based on additional component data not shown.
Skin corrosion/irritation Prolonged skin contact may cause temporary irritation.
Serious eye damage/eye Direct contact with eyes may cause temporary irritation.
irritation
Respiratory or skin sensitization
Respiratory sensitization
Not a respiratory sensitizer.
Skin sensitization
This product is not expected to cause skin sensitization.
Germ cell mutagenicity
No data available to indicate product or any components present at greater than 0.1%are
mutagenic or genotoxic.
Carcinogenicity
This product is not considered to be a carcinogen by IARC, ACGIH, NTP, or OSHA.
IARC Monographs. Overall Evaluation of Carcinogenicity
Not listed.
OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
Not regulated.
US. National Toxicology Program (NTP) Report on Carcinogens
Not listed.
Reproductive toxicity
Suspected of damaging fertility or the unborn child.
Specific target organ toxicity-
Not classified.
single exposure
Specific target organ toxicity-
May cause damage to organs through prolonged or repeated exposure.
repeated exposure
Aspiration hazard
Not an aspiration hazard.
Chronic effects
May cause damage to organs through prolonged or repeated exposure. Prolonged inhalation may
be harmful.
Prod.0 name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID Bos us
Product #: 6001, 6005, 6012, 6032, 6055 Version 7F. 03 Revision date: 09-13-2018 Issue date: 0609-2018 5/8
12. Ecological Information
Ecotoxicity The product is not classified as environmentally hazardous. However, this does not exclude the
possibility that large or frequent spills can have a harmful or damaging effect on the environment.
Components Species Test Results
Diethylene Glycol Monobutyl Ether (CAS 112-34-5)
Aquatic
Crustacea
EC50
Daphnia
Fish
LC50
Bluegill (Lepomis macrochirus)
Hazardous waste code
The waste code should be assigned in discussion between the user, the producer and the waste
Fish
Diethylene Glycol Monomethyl
Ether (CAS 111-77-3)
Aquatic
products
product residues. This material and its container must be disposed of in a safe manner (see:
Algae
IC50
Algae
Crustacea
EC50
Daphnia
Fish
LC50
Bluegill (Lepomis macrochirus)
Diethylene Glycol n -Butyl
Ether (CAS 111-46£)
Aquatic
Crustacea EC50
Fish LC50
Polyethylene Glycol (CAS 25322-68-3)
Aquatic
Fish LC50
Daphnia
2803 mg/L, 48 Hours
1300 mg4, 96 hours
1304 mg/L, 96 Hours
500.0001 mg/L, 72 Hours
500.0001 mg/L, 48 Hours
7500 mg4, 96 hours
84000 mg/L, 48 Hours
Western mosquitofish (Gambusia affinis) > 32000 mg4, 96 hours
Atlantic salmon (Salmo salar) > 1000 mg/I, 96 hours
' Estimates for product may be based on additional component data not shown.
Persistence and degradability No data is available on the degradability of this product.
Biceccumulative potential
Partition coefficient n-octarol / water (log Kow)
Diethylene Glycol Monobutyl Ether 0.56
Mobility in soil No data available.
Other adverse effects No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation
potential, endocrine disruption, global warming potential) are expected from this component.
13. Disposal considerations
Disposal instructions
Collect and reclaim or dispose in sealed containers at licensed waste disposal site. Dispose of
contents/container in accordance with local/regional/national/international regulations.
Local disposal regulations
Dispose inamordamewith all applicable regulations.
Hazardous waste code
The waste code should be assigned in discussion between the user, the producer and the waste
disposal company.
Waste from residues / unused
Dispose of in accordance with local regulations. Empty containers or liners may retain some
products
product residues. This material and its container must be disposed of in a safe manner (see:
Disposal instructions).
Contaminated packaging
Sinceemptied containers may retain product residue, follow label warnirgs even after container is
emptied. Empty containers should be taken to an approved waste handling site for recycling or
disposal.
14. Transport information
DOT
Not regulated as dangerous goods.
IATA
Not regulated as dangerous goods.
IMDG
Not regulated as dangerous goods.
Transport in bulk according to Not established.
Annex II of MARPOL 73/78 and
the IBC Code
Product name: PENRAV SUPER HEAVY DUTY DOT 3 BRAKE FLUID scs us
Product #.6001, 6005, 6012, 6032, 6055 Version # 03 Revision date: 09-13-2018 Issue dale: 0609-2018 6/8
15. Regulatory information
US federal regulations This product is a "Hazardous Chemical' as defined by the OSHA Hazard Communication
Standard, 29 CFR 1910.1200.
TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D)
Not regulated.
CERCLA Hazardous Substance List (40 CFR 302.4)
Not listed.
SARA 304 Emergency release notification
Not regulated.
OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
Not regulated.
Superfund Amendments and Reauthorization Act of 1986 (SARA)
Hazard categories Immediate Hazard - No
Delayed Hazard - Yes
Fire Hazard - No
Pressure Hazard - No
Reactivity Hazard - No
SARA 302 Extremely hazardous substance
Not listed.
SARA 311/312 Hazardous No
chemical
SARA 313 (TRI reporting)
Not regulated.
Other federal regulations
Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPS) List
Not regulated.
Clean Air Act (CAA) Section 112(x) Accidental Release Prevention (40 CFR 68.130)
Not regulated.
Safe Drinking Water Act Not regulated.
(SDWA)
US state regulations
US. California Controlled Substances. CA Department of Justice (California Health and Safety Code Section 11100)
Not listed.
US. Massachusetts RTK - Substance List
Diethylene Glycol Monomethyl Ether (CAS 111-77-3)
US. New Jersey Worker and Community Right -to -Know Act
Not listed.
US. Pennsylvania Worker and Community Right -to -Know Law
Diethylene Glycol Monomethyl Ether (CAS 111-77-3)
Diethylene Glycol n -Butyl Ether (CAS 111-46-6)
US. Rhode Island RTK
Not regulated.
US. California Proposition 65
WARNING: This product contains a chemical known to the State of California to cause birth defects or other reproductive
harm.
US - California Proposition 65 - CRT: Listed date/Developmental toxin
Ethylene Glycol Monomethyl Ether (CAS 109-86-4) Listed: January 1, 1989
US - California Proposition 65 - CRT: Listed date/Male reproductive toxin
Ethylene Glycol Monomethyl Ether (CAS 109-86-4) Listed: January 1, 1989
International Inventories
Country(s) or region Inventory name
On Inventory(yes/nor
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
Product name: PENRAY SUPER HEAVY DUTY DOT 3 BRAKE FLUID
solus
Product #.6001, 6005, 6012, 6032, 6055 Version#: 03 Revision date: 09 13-2018 Issue dale: 0609-2018
7/8
Country(s) or region
Inventory name
On Inventory (yes/nor
Europe
European Inventory of Existing Commercial Chemical
No
Disclaimer
Substances (EINECS)
Europe
European List of Notified Chemical Substances (ELINCS)
No
Japan
Inventory of Existing and New Chemical Substances (ENCS)
Yes
Korea
Existing Chemicals List (ECL)
Yes
New Zealand
New Zealand Inventory
No
Philippines
Philippine Inventory of Chemicals and Chemical Substances
Yes
(PICCS)
United States & Puerto Rico
Toxic Substances Control Act (TSCA) Inventory
Yes
'A Nes' indicates that all components
of this product comply with the inventory requirements administered by the
governing country(s)
A "W 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).
16. Other Information, Including date of preparation or last revision
Issue date
08-09-2018
Revision date
09-13-2018
Version #
03
Disclaimer
The information provided in this Safety Data Sheet is correct to the best of our knowledge,
information and belief at the date of its publication. The information given is designed only as a
guidance for safe handling, use, processing, storage, transportation, disposal and release and is
not to be considered a warranty or quality specification. The information relates only to the specific
material designated and may not be valid for such material used in combination with any other
materials or in any process, unless specified in the text.
Product name: PENRAY SUPER HEAVY DUTY DOT 3 BRAKE FLUID sos us
Product #: 6001, 6005, 6012, 6032, 6055 Version #: 03 Revision date: 09-13-2018 Issue date: 0609-2018 8/8
SAFETY DATA SHEET
PLP
SECTION 1 - PRODUCT AND COMPANY IDENTIFICATION
1.1 Trade Name las labeled[:
PLP
Product Number:
LP00602
Synonyms:
N/A
CAS No:
Mixture
1.2 Product Use:
Penetrant Lubricant Protectant
1.30ompany Name:
LYNCH PRO-FORMANCE PRODUCTS
Company Address:
1810 BE First St
Company Address Cont:
Redmond, Oregon 97756
Business Phone:
(541)548-6178
Website:
http://www.lynchproducts.wml
1.4 Emergency Telephone Number:
Chemtrec: (800) 424-9300
Date of Current Revision:
December 17, 2015
Date of Last Revision: new
SECTION 2 - HAZARD IDENTIFICATION
E Err -
EMERGENCY OVERVIEW: This product is a dark colored liquid with a mild odor.
Health Hazards: May cause skin, eye, and respiratory system irritation.
Flammability Hazards: This product is not considered a flammable liquid with a flash point> 200-F (99.3°C).
Reactivity Hazards: None.
Environmental Hazards: The environmental effects of this product have not been investigated, however release may cause long term
adverse environmental effects.
US DOT Symbols: Not Regulated
EU and GHS Symbols: O
Signal Ward: Danger
This product does meet the definition of a hazardous substance or preparation as defined by 29 CFR 1910. 1200 or the European
Union Council Directives 67/548/EEC, 1999/45/EC, 1272/2008/EC and subsequent Directives.
EU HAZARD CLASSIFICATION OF INGREDIENTS PER DIRECTIVE 127212008/EC:
Index Number:
232-489-3 is listed in Annex VI 649-345-0&4 (Note P applies, contains <0.1 Benzene)
Substances nat listed either individually or in group entries must be self classified.
Components Contributing to Classification: Stoddard Solvent
2.2 Label Elements:
GHS Hazard Classifications: STOT—RECategory I(Central Nervous System)
Hazard Statements:
H372 Causes damage to organs through prolonged or repeated
exposure.
Precautionary Statements:
P260 Do not breathe dustIfume/gas/mistivapours/spray.
P264 Wash hands thoroughly after handling.
P270 Do not eat, drink or smoke when using this product.
Response Statements:
P314 Get medical advice/attention if you feel unwell.
Storage Statements:
None
Disposal Statements:
P501 Dispose of contents/container in accordance with
local/regional/national/international regulations.
LYNCH PRO-FORMANCE PRODUCTS
2.3 Health Hazards or Risks From Exposure:
Symptoms of Overexposure by Route of Exposure:
The most significant routes of overexposure for this product are by contact with respiratory system. The symptoms of
overexposure are described in the following paragraphs.
Acute:
Inhalation: May cause respiratory tract irritation. May cause headaches, drowsiness, or dizziness.
Skin Contact: May cause moderate irritation to skin. Repeated exposure may cause skin dryness or cracking.
Eye Contact: Direct contact to the eyes may be irritating.
Ingestion: May be harmful if swallowed.
Chronic: Repeated exposure may cause skin dryness or cracking.
Target Organs:
Acute: Respiratory System
Chronic: Not known
Hazardous Ingredients: °o CAS No, EINECS No. Hazard Classification
Mineral Spirits &7% 8052-41-3 232-48&3 STOT RE 1, ASP. Tox. 1
PLP
Note: All MMIS required information is included in appropriate sections based on the ANSI Z4W.1-2010 formal. This product has been classiest in
accordance with the hazard criteria of the CPR and the MSDS contains A the idonnation required by the CPR, EU Directives and the Japanese
Industnal Standard JIS Z 7250:2000
SECTION 4 - FIRST AID MEASURES
4.1 Description of First Aid Measures:
Eye Contact:
Skin Contact:
Inhalation:
Ingestion:
Medical Conditions Generally Aggravated by
Exposure:
4.2 Symptoms and Effects Both Acute and Delayed:
4.3 Recommendations to Physicians:
SECTION 5 - FIRE FIGHTING MEASURES
5.1 Fire Extinguishing Materials:
Use the following fire extinguishing materials:
If product enters the eyes, flush with plenty of water or eye wash
solution far several minutes. Remove contacts if present and easy to
do. Seek medical attention if irritation persists.
Wash skin thoroughlywith soap and water after handling. Seek medical
attention if irritation develops and persists.
If breathing becomes difficult, remove victim to fresh air. If necessary,
use artificial respiration to support vital functions. Seek medical
attention.
If product is swallowed, call physician or poison center immediately. If
professional advice is not available, do not induce vomiting. Never
induce vomiting or give diluents (milk or water) to someone who is
unconscious, having convulsions, or who cannot swallow. Seek medical
advice. Take a copy of the label and/or SDSwith the victim to the
health professional.
Pre-existing skin, respiratory system or eye problems may be
aggravated by prolonged contact.
Exposure to skin, eyes, and respiratory system may cause irritation.
May cause headaches, drowsiness, or dizziness.
Treat symptoms and eliminate overexposure.
Water Spray: Yes Carbon Dioxide: Yes
Foam: Yes Dry Chemical: Yes
Halon: Yes Other: Any `C Class
5.2 Unusual Fire and Explosion Hazards:
Irritating and toxic fumes may be produced at high temperatures. Use of water may result if the formation of atoxic
aqueous solution. Do not allow runoff from fire fighting to enter drains or water courses.
Explosive Sensitivity to Mechanical Impact: No
Explosive Sensitivity to Static Discharge: No
LYNCH PRO-FORM NCE PRODUCTS Page 2of 7
LYNCH PRO-FORMANCE PRODUCTS
PLP
. Incipient fire responders should wear eye protection.
. Structural firefighters mustwear Self -Contained Breathing
Apparatus (SCBA) and full protective equipment.
5.3 Special Fire-Fiahtina Procedures: . Isolate materials not yet involved in the fire and protect personnel.
Move containers from fire area if this can be done without risk;
otherwise, cool with carefully applied water spray.
. If possible, prevent run-oftwater from entering storm drains, bodies
of water, or other environmentally sensitive areas.
NFPA RATING SYSTEM
HMIS RATING SYSTEM
and Emergency Procedures:
HAZARDOUS MATERIAL IDENTIFICATION SYSTEM
Flammability
1
Keep gut of sewers, storm drains, surface waters, and soils.
Health D Reactivity
PHYSICAL HAZARD (YELLOW) M
Small Spills:
PROTECTIVE EQUIPMENT
for proper disposal.
EYES
RESPIRATORY
HANDS
BODY
Soak up with absorbent material such as clay, sand or other suitable
0 o
See Sect 8
Large Spills:
See Sect
8
Other
hazardous waste disposal regulations and these of Canada and its
For Routine
Industrial Use and
Handling Applications
Section 13, Disposal Considerations).
Hazard Scale: O=Mminum 1=Slight 2=Moderate 3=Serious 4= severe •=Chronic Hazard
SECTION 6 - ACCIDENTAL RELEASE MEASURES (STEPS FOR SPILLS)
6.1 Personal Precautions, Protective Equipment
and Emergency Procedures:
Use cautious judgment when cleaning up spill. Wear suitable protective clothing, gloves, and eyetface protection.
6.2 Environmental Precautions:
Construct a dike to prevent spreading.
Keep gut of sewers, storm drains, surface waters, and soils.
6.3 Spill and Leak Response:
Small Spills:
. Collect material via broom or mop. Place in tightly sealed containers
for proper disposal.
. Approach spill areas with caution.
. If liquid was introduced, create a dike or trench to contain material.
Soak up with absorbent material such as clay, sand or other suitable
non-reactive material.
Large Spills:
. Place in leak -proof containers. Seal tightly for proper disposal.
. Dispose of in accordance with U.S. Federal, State, and local
hazardous waste disposal regulations and these of Canada and its
Provinces, those of Australia, Japan and EU Member States (see
Section 13, Disposal Considerations).
SECTION 7- HANDLING AN D STORAGE -
7.1 Precautions for Safe Handling:
To prevent eye contact under the foreseeable conditions of use, wear appropriate safety eyewear. When handling, do not eat,
drink, or smoke. Wash thoroughly after handling.
7.2 Storage and Handling Practices:
Keep away from incompatible materials. Keep container closed when not in use and store in well ventilated area.
7.3 Specific Uses:
Penetrant Lubricant Protectant.
LYNCH PRO-FORIJANCE PRODUCTS Page 3of 7
LYNCH PRO-FORMANCE PRODUCTS
SECTION 8 - EXPOSURE CONTROLIPERSONAL PROTECTION
8.1 Exposure Parameters:
PLP
I rediems
CAS No.
OSHA PEL
NIOSH PEL
Stoddard Solvent
8052-41-3
500 m
350 Mg/M3
8.2 Exposure Controls
Ventilation and Engineering Controls: Use with adequate ventilation to ensure exposure levels are
maintained below the limits provided above.
The following information on appropriate Personal Protective Equipment is provided to assist employers in complying wth OSHA
regulations found in 29 CFR Subpart I fbeginninrg at 1910.132), or standards of EU member states (including EN 149 for respiratory
PPE, and EN 166 for face/eye protection), and those of Japan. Phase reference applicable regulations and standards for relevant
details.
Not required for properly ventilated areas.
Maintain airborne contaminant concentrations below guidelines listed
above, if applicable. If necessary, use only respiratory protection
Respiratory Protection: authorized in the U.S. Federal OSHA Respiratory Protection Standard
(29 CFR 1910.134), equivalent U.S. State standards, Canadian CSA
Standard Z94.4-93, the European Standard EN149, or EU member
states.
Safety glasses or goggles are required.
Eye Protection: If necessary, refer to U.S. OSHA 29 CFR 1910.133, Canadian
Standards, and the European Standard EN166, Australian Standards,
or relevant Japanese Standards.
Chemical resistant gloves are required to prevent skin contact.
Hand Protection: If necessary, refer to U.S. OSHA 29 CFR 1910.138, the European
Standard DIN EN 374, the appropriate Standards of Canada, Australian
Standards, or relevant Japanese Standards.
Use body protect appropriate to task being performed.
If necessary, refer to appropriate Standards of Canada, or appropriate
Standards of the EU, Australian Standards, or relevant Japanese
Body Protection: Standards. If a hazard of injury to the feet exists due to falling objects,
rolling objects, where objects may pierce the soles of the feet or
where employee's feet may be exposed to electrical hazards, use foot
protection, as described in U.S. OSHA 29 CFR 1910.136.
SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES —
9.1 Information on Basic Phvsical and Chemical Properties:
Appearance (Physical State and Color): Dark liquid
Odor: Mild Odor
Odor Threshold: Nodataavailable
pH: No data available
Melting/Freezing Point: No data available
Boiling Point: No data available
Flash Point: >200-F(93.3°C)
Evaporation Rate: No data available
Flammability(Solid; Gas): Notapplicable
Upper/Lower Flammabilityor Explosion Limits: Nodataavailable
Vapor Pressure (mm Hg @ 20-C (68° F): No data available
Vapor Density: No data available
Relative Density. No data available
Specific Gravity. Nodataavailable
Solubility in Water: No data available
Weight per Gallon: No data available
Partition Coefficient(noctanoltwater): No data available
LYNCH PRO-FORWNCE PRODUCTS Page 4M 7
LYNCH PRO-FORMANCE PRODUCTS
Auto4gnition Temperature: No data available
Decomposition Temperature: No data available
Viscosity: No data available
9.2 Other Information: No data available
SECTION 10 -STABILITY AND REACTIVITY —
10.1 Reactivity:
This product is not reactive.
10.2 Stability:
Stable under conditions of normal storage and use.
10.3 Possibility of Hazardous Reactions:
Wil not occur.
10.4 Conditions to Avoid:
Contactwith incompatibles.
10.5 Incompatible Substances:
Strong oxidizing agents.
10.6 Hazardous Decomposition Products:
Carbon monoxide and dioxide smoke.
SECTION 11 -TOXICOLOGICAL INFORMATION
11.1 Information on Toxicological Effects:
Toxicity Data:
PLP
Stoddard Solvent
8052-41-3
LDSO Ora' Ra
>5mg/kg
LC501nhala–tiont–Rat
>5,500m /m 3/4h
SECTION 12- ECOLOGICAL INFORMATION
12.1 Toxicity:
Ingredients within this product are found on one or more of the fallowing
Suspected Cancer Agent:
lists: FEDERAL OSHA Z LIST, NTP, IARC, or CAUOSHA and therefore
12.3 Bioaccumula ive Potential:
are considered to be cancer-causing agents by these agencies.
Irritancy:
Skin, eye, respiratory irritant.
Sensitization to the Product:
This product is not expected to cause skin sensitization.
Germ Cell Mutagenicity:
This product does not contain ingredients that are suspected to be a
12.7 Water Endangerment Class:
germ cell mutagenic.
Reproductive Toxicity:
This product is not expected to be a human reproductive toxicant.
Specific Target Organ Toxicity–Single Exposure:
No data available
Specific Target Organ Toxicity– Repeated Exposure:
May impact the central nervous system.
Aspiration Hazard:
Not expected to be an aspiration hazard.
SECTION 12- ECOLOGICAL INFORMATION
12.1 Toxicity:
No specific data available on this product.
12.2 Persistence and Dearadability:
No specific data available on this product.
12.3 Bioaccumula ive Potential:
No specific data available on this product.
12.4 Mobility in Soil:
No specific data available on this product.
12.5 Results of PBT and vPvB Assessment:
No specific data available on this product.
12.6 Other Adverse Effects:
No data available
12.7 Water Endangerment Class:
At present, there are no ecotoxicological assessments for this product.
SECTION 13 - DISPOSAL CONSIDERATIONS
Waste disposal must be in accordance with appropriate U.S. Federal,
13.1 Waste Treatment Methods: State, and local regulations, those of Australia, EU Member States and
Japan.
13.2 EU Waste Code: Not determined
SECTION 14 -TRANSPORTATION INFORMATION
14.1 U.S. Departmerrc of Transportation IDOTI Shippina Reaulations
TMs product is clawffled (per 49 CFR 172.101) by the US, Oepartmert of Transportation, as fclb s.
UN Identification Number: Not Applicable
Proper Shipping Name: Not Regulated
Hazard Class Number and Description: Not Applicable
LYNCH PRO-FORWNCE PRODUCTS Page SM 7
LYNCH PRO-FORMANCE PRODUCTS
PLP
Packing Group:
Not Applicable
DOT Label(s) Required:
Not Applicable
North American Emergency Response Guidebook
Not Applicable
Number:
14.2 Environmental Hazards:
The components of this product are not designated by the Department
Marine Pollutant:
of Transportation to be Marine Pollutants (49 CFR 172.101, Appendix
B).
14.3 Special Precaution for User:
Not Applicable
14.4 International Air Transport Association Shipping
Information (IATAI:
This product is not considered as dangerous goods.
14.5 International Maritime Organization Shipping
This product is not considered as dangerous goods.
Information (IMOI:
SECTION 15- REGULATORY INFORMATION
15.1 Safety. Health and Environmental Regulations Specific for the Substance or Mixture:
United States Regulations:
U.S. SARA Reporting Requirements:
The components of this product are subject to the reporting requirements of Sections 302, 304, and 313 of Title III of the
Superfund Amendments and Reauthorization Act.
U.S. SARA 311/312:
Acute Health: Yes; Chronic Health: Yes; Fire: Yes; Reactivity; No
U.S. CERCLA Reportable Quantity:
None known
U.S. TSCA Inventory Status:
The components of this product are listed on the TSCA Inventory or are exempted from listing.
Other U.S. Federal Regulations:
None known
California Safe Drinking Water and Toxic Enforcement Act (Proposition 66):
This product does not contain ingredients on the Proposition 65 Lists.
15.2 Canadian Regulations:
Canadian DSL/NDSL Inventory Status:
Components are DSL Listed, NDSL Listed and/or are exempt from listing
Other Canadian Regulations:
Not applicable
Canadian Environmental Protection Act (CEPA) Priorities Substances Lists:
This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the MSDS
contains all of the information required by those regulations.
Canadian WHMIS Classification and Symbols:
Classified per WHMIS 2015.
15.3 European Economic Community Information:
This product meets the definition of a hazardous substance or preparation as defined by the European Union Council Directives
67/548/EEC, 1999/45/EC, 1272/2008/EC and subsequent Directives. See Section 2 for Details.
Chemical Safety Assessment:
No Chemical Safety Assessment has been carried out for this substanceimixture by the supplier.
15.4 Australian Information for Product:
Components of this product are listed on the International Chemical Inventory list.
15.5 Japanese Information for Product:
Japanese Minister of International Trade and Industry (MITI) Status: The components of this product are not listed as Class I
specified Chemical Substances, Class II Specified Chemical Substances, or Designated Chemical Substances by the Japanese
MITI.
LYNCH PRO-FORWNCE PRODUCTS Page ext 7
LYNCH PRO-FORMANCE PRODUCTS PLP
15.6 International Chemical Inventories:
Listino of the components on individual country Chemical Inventories is as follows:
Australian Inventory of Chemical Substances (AICS): Listed
Korean Existing Chemicals List (ECL): Listed
Japanese Existing National Inventory of Chemical Substances (ENCS): Listed
Philippines Inventory if Chemicals and Chemical Substances (PICCS): Listed
U.S. TSCA: Listed
SECTION 16- ADDITIONAL INFORMATION
Prepared By: Chris Eigbrett(MSDS to GHS Compliance)
Date of Printing: December 17, 2015
The information contained herein is believed to be accurate but is not warranted to be so. Data and calculations are based on
information furnished by the manufacturer of the product and manufacturers of the components of the product. Users are advised to
confirm in advance of the need that information is current, applicable and suited to the circumstances of use. This safety sheet cannot
cover all possible situationswhich the user may experience during processing. Each aspect of your operation should be examined to
determine if, orwhere, additional precautions may be necessary. All health and safety information contained in this bulletin should be
provided to your employees or customers. LYNCH PRO-FORMANCE PRODUCTS assumes no responsibility for injury to vendee or
third party person proximately caused by the material if reasonable safety procedures are not adhered to as stipulated in the data
sheet. Furthermore, LYNCH PRO-FORMANCE PRODUCTS assumes no responsibility for injury caused by abnormal use of this
material even if reasonable safety procedures are followed. Compliance with all applicable federal, state, and local laws and local
regulations remains the responsibility of the user.
END OF SDS SHEET
LYNCH PRO-FORWNCE PRODUCTS Page 7M 7