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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: Revised 1/7/14 Ia_ 1 of 11 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. Revised 1/7/14 KL 4 of 11 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 Revised 1/7/14 Ia 6 of 11 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. Revised 1/7/14 Ia 7 of 11 ❑ 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 Revised 1/7/14 Ia 8 of 11 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 M. 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 M. 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 10 M. 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. 11 M. 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. 12 M. 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. 13 M. 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. 14 M. 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. 15 M. 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 16 M. 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. 17 M. 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 The w -I is ainMeress, mar be lepLryp mi"ed, and Is Mmdes vAHy fix the a hessee If vena Te mendW reoplenL axes is p2lhbbed. As emvl on be sweet, IN M'myis not elan. Page 1 1 2 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 The emvl is xnMenlhl, mar be IWLry FnNIW W. and Is Mendes vAHy fix the a heshee Ilya vena Te mended mopient, exists is Prohibitedns emvl on be sweet, IN miegnryie not elan. Page 2 12 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 Page 1 of 2 umiz m xnea�e s mha -a L D 'm uF Dm.NA1R 4 'WIA'-WS LED N i K VF MVOLT 6taiu NAll Sm Nan 9JJ] Wvrs JOJ] Fa I.. S t 'M..-- LED P1 --V-1 16taia--, Nan. 150] W , 40J]"ww DZEiWvn 1 0&p 1'1 2 'N1'- Iere6 nlvt Nom.294lumena 4 K MW fl UUa MWn I I].5 Ca Ia on summ CaleT WVR A Mex A n Max.Min Cavo Canopy IWnirace 3B4 OS 18 1 378 Dnvewa Lefi I1=n a F: R 00] 00 OA NA. NA. NA. Dnvewa NorP Iluniurce R 111 113 OA NA. NA. Paltlng Areas Botbm Iluniurce F: 00] 0.0 OA NA. NA. Paltln Areas Center Iluniwce F: 00] 0.0 OA NA. NA. Paltln Areas Pi M Iluniurce R 0T] 10A OA NA. NA. Stlewalk sou0 IWn—e F: 00] 0.0 OA NA. NA. Wall Pi9M1t Ilunvice F: 1]8 ].5 02 S85 3]50 Aem Exterior Canopy wall Scone (Type: W1A / wlE) Downlight: (Type: N1) Les Schwab - Springfield Interface Engineering INTERFACE 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 �� ee pee ee eel SET MOM y'TIVER AGRfEN112 i0.0f ALL ICK BY lllF E P6lS'fll TI nJ In oar If acratlo I 111'C1 ty of L",I" p 9£I Id Ip 1 P -H L CoontV. 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[ I, L G anally .0 I f j rotor, 0 ehl Y 3 Y £ f� / o �• rs P_ lk PElie In o d f Id tY 6A TtM1I— d e�.;A-ve dy l d bvd J o t CGtl Iho q to p Yoo 11, r t bo th "'i vl d -d that ` noIn th arc fro.ly old Iu.thl Inst t n phpId" jilt tI In it, t rlly P fh 5 J�Py Is dr, and your t b wrltt NITNFs 4 ICI wl 4ffii 1"foA/ � 01 'F . `Efnl Notary P bli�410��� R{E a�u, to a. % /P9/ 1 my I Ion ARPI t I oAl��w _ �� d pp 'e �. 4 G tf 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. 3 o xia xia �°• n �v I� oym 'dk UO'$ -AA acYos 69V--9nIV 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 FORAONN.E.1/4 S.W.1/4 SEC. 31 T.17S. R.2W. W.M. 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SEE MAP 17023131 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 1 4 of p U. c°1 SR ii1 BOOR PLAN - PLUMBING P20 pNq a-�-o` --tea ucK S/�oP/GU�"ff0vsr x J NOTES THIS SHEET �i R R . 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N OC O N S N M R N 2 Z T V 0 N ZN m y mo ad 7 3_ Battery ��: 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. De orksuel)�orrevlsb :9292021 Dae, orprevlous Issue :MY 021 Version :19 Nis SP123 VHT®Hi-Temp Engine Enamd 55WF(28WC) SHW45-14A-GHS1S Chevy Orange 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 SP123 VHT®Hi-Temp Engine Enamel 55VF(28WC) SHW45-14A-GHS1S Chevy Orange 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. DaM or lssudgah or revlsbn :9292021 pate ofpmvlom Issue :MY 021 Version :19 5`18 SP123 VHT®Hi-Temp Engine Enamel 550°F(288°C) SHW45.NA-Gl Chevy Orange 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). Dateorlssu Vahorrevlsbn :9292021 Date orprevlous Issue :4/142021 Version :19 6/18 SP123 VHTSHi-Temp Engine Enamel 55VF(28WC) SHW45-14A-GHS1S 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. L)Meollssu Dsa af.lsb :9292021 Dae, orprevlous Issue :MY 21 Version :19 7118 SP123 VHT®Hi-Temp Engine Enam el 55WF(28WC) SHW45-NA-GHS1S Chevy Orange 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. DaM or lssudDah or revlsbn :9292021 Date orpeVIous Issue :4/142021 Version :19 518 SP123 VHT®Hi-Temp Engine Enamel 55WF(28WC) SHW45-14A-GHS1S Chevy Orange 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. Deteorksue/De ofmvlsb :9292021 Dae, orprevlous Issue :MY 21 Version :19 9118 SP123 VHT®Hi-Temp Engine Enamd 55WF(28WC) SHW45-NA-GHS1S Chevy Orange 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. Deteorksue/De ofmvlsb :9292021 Dae, orprevlous Issue :MY 21 Version :19 9118 SP123 VHT®Hi-Temp Engine Enamd 55WF(28WC) SHW45-NA-GHS1S Chevy Orange 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. Deteofksue/De ofrevlsb :9292021 Dae, orprevlous Issue :MY 21 Version :19 10/19 SP123 VHT®Hi-Temp Engine Enamd 5WF(28WC) SHW45-14A-GHS1S Chevy Orange 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