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HomeMy WebLinkAboutApplication APPLICANT 9/8/2020;City of Springfield Development & Public Works 22S Fifth Street Springfield, OR 97477 6 Drinking Water Protection Overlay District Development Required Project I,nformation (Applicant. completethis section) Applicant Name:'�...�' Phone t oR��' CC - z�-3csz Com an Fax: Address: ?-2S S=� �'%,�eE? r, '..^^:��1 z Applicant's Re ',i.AL-Y—C ww\ii,.,�. :., Phone {-,i-IZLc i.J-'�L Company: [`'• Address: Property Owner: Sa . r4r j4 --L-� Phone { _ s3�r _ Company::• n.;,., r,f \ d..axr ' -r' Fax• Address: q ASSESSOR'S MAP NO: r, Z» uc TAX LOT ,C 9 PropertV Address: s aS"✓ice,,, Size of Pro ert : ' '—` Acres K Square Feet r Existinicill _-�: �4.e•I-:., Description of,,if you are nlllpg inPZ.t form by hand, please atal your proposal descHoon to this applaagon. Proposal: Pl Si natures: ease sl nand rin[ Our name and date in thea ro riate box on the next cane. Associated Ca/(sessl:yy�� 1.'v� q Case No.: —axf r ;1 Date: LV Reviewed b l lw� (11—)z A- ll1 . nQ.-/ echnical Fee: ),. % 6 1 Postage Fee: 0 TOTAL FEES:$ .1 PROJECT NUMBER: Reyised 1/15/09 ddk 195 Signatures The uneemIgnea acknowledges that the information in M's application Is Corr,( and amuram. Signature Date: ---- - -• •••_ �........ owner n, OY omnm permission for the Signature Date: Revised 1/35/09 EEk 2 of Spill Prevention Control And Countermeasure Plan (SPCC) For The Regional Fuel Facility Partners: City of Springfield Springfield School District #19 Rainbow Water District Willamalane Park & Recreation March 2018 A COPY OF THIS PLAN AND ITS ATTACHMENT MUST BE KEPT AT THE FACILITY AND MADE AVAILABLE UPON REQUEST TO GOVERNMENT AGENCIES RESPONSIBLE FOR STORMWATER MANAGEMENT IN THE PERMITTEE'S AREA Prepared for: Regional Fuel Facility Partnership c/o City of Springfield Springfield, OR. (541)726-3761 Prepared by: Water Resources Section, Environmental Services Development and Public Works Springfield, OR. (541)726-3694 SPRING£ �%ecoa Part 3. SPILL PREVENTION MEASURES TABLE OF CONTENTS Part 1. INTRODUCTION 1.1 Revision Log .............................................. 1 Part 2. FACILITY DESCRIPTION 2.1 Facility Identification .................................. 3 2.2 Certification ............................................. 3 2.3 Management Commitment ............................ 4 2.4 Facility Location and Operations ..................... 4 2.5 Water Discharge from the site ......................... 6 2.6 Potential Surface Water Contaminants ............... 7 2.7 The Communications System ......................... 7 2.8 Used Oil Management .................................. 9 2.9 Past Spill Experiences and Permit Violations....... 9 Part 3. SPILL PREVENTION MEASURES 15 3.1 Facility Drainage ........................................ 9 3.2 Bulk Storage Tanks ..................................... 10 3.3 Drum Storage ............................................ 11 3.4 Tank Car and Truck Loading and Unloading....... 11 3.5 Inspections and records ................................. 11 3.6 Security ................................................... 11 3.7 Personnel Training ...................................... 11 3.8 Spill Containment Supplies ............................ 12 V iilEYd III I[III]CI I Iff" DIQIWA d II:\U 4.1 Immediate Response Actions ............................ 15 Figure 1 4.2 Supervisor Response Actions ............................ 15 Site Plan and Emergency Map of the Facility...... 8 4.3 Environmental Team Response Action ................. 16 4.4 Spill Cleanup Procedures ................................. 17 4.5 Disposal Methods .......................................... 18 Appendices A. Substantial Harm Determination Form C -II ................ 20 B. Spill History ..................................................... 22 C. Spill/Release Report ............................................ 24 D. SPCC Plan Distribution List .................................. 28 E. Emergency Numbers ........................................... 30 Tables and Figures Table 1 Oil/fuel substance storage locations .................. 6 Figure 1 Site Location Map ...................................... 4 Figure 2 Site Plan and Emergency Map of the Facility...... 8 Figure 3 Emergency Notification Flow Chart for Spills...... 13 2018 Page 3 PART 1 INTRODRODUCTION The Spill Prevention Control and Countermeasure (SPCC) Plan contained within this document has been prepared according to the requirements of Titre 40, Code of Federal Regulations, Part 112 (40 CFR 112). This facility does not meet the "substantial harm" criteria as established in the regulations for 40 CFR Part 112 Substantial Harm Criteria 112.2.1 thm 112.2.5, Appendix C printed in January 9, 2003. Therefore, preparation of a Facility Response Plan (FRP) based on the requirements of the Oil Pollution Act (OPA) is not required. The Substantial Harm Determination Form is found in Appendix A. The purpose of this SPCC plan is to prevent discharge of oil and other hazardous substances and materials into the waters of the United States from the Regional Fuel Facility; a partnership among the City of Springfield, Springfield School District #19, Rainbow Water District, and Willamahme Park & Recreation District. The following issues have been considered and are included within the body of this plan: • Practices and procedures devoted to the prevention of spills • Procedures for containment should a spill occur • Plans for removal and disposal of spilled and contaminated material The official and complete copy of this SPCC Plan (including all appendices) is kept and maintained by the City of Springfield, Operations Division. Additional copies have been distributed to all partners of the facility. A copy of this plan will also be stored on site. The distribution list is included in Appendix D. 1.1 Revision Log 40 CFR Part 112.5(b) requires this plan to be revised every five years and updated whenever there has been a change in the facility design, construction, operation, or maintenance that materially affects the facility's potential for the discharge of oil into or upon the navigable waters of the United States. Such amendments shall be fully implemented within six months of the review or change. Section Description Rev. Date B All Draft original document August 2003 City of Springfield, ESD, Water Resources Cover, TOC, revision log, facility partner Formatting, numbering, contacts, spill content added log, partner supplies, figure 3 names, spill kit location, April 2008 City of Springfield, notification chart, notification names, ESD, Water Resources distribution names, distribution list and emergency numbers. tion chart, Notification name s,on list and r distributionnames, March2010 City of Springfield, numbers. emergency numbers, ESD, Water Resourcescy sill re orti 2019 Page 1 2018 Page 2 Review and update, All added site February 2018 City of Springfield, improvements and ESD, Water Resources additional facilities. 2018 Page 2 PART 2 FACILITY DESCRIPTION 2.1 Facility Identification Facility Name and Location: Facility Owners: Facility Mailing Address: Facility Partner Contacts: Certification Regional Fuel Facility 3585 Marcola Rd. Springfield, OR 97478 City of Sprirfield 201 South 18 Springfield, OR 97477 541-726-3761 Rainbow Water District 1550 42°d St. Springfield, OR 97478 541-746-1676 Regional Fuel Facility c/o City of Springfield 201 South 18m Springfield, OR 97477 541-726-3761 Springfield School Dist. #19 1890 42od St. Springfield, OR 97478 541-744-6375 Willamalane Park & Rec. 682 36' St. Springfield, OR 97478 541-736-4104 City of Springfield (Facility Operations): Michelle Lewis Springfield School District #19: John Saraceno, Rainbow Water District: Jamie Porter Willamalane Park & Recreation: Doman Crome I hereby certify that I have examined the facility and, being familiar with the provisions of 40 CFR 112, attest that this Spill Prevention Control and Countermeasure Plan has been prepared in accordance with good engineering practices. Im Print Name of Professional Engineer Signature Registration Number: State: Date: 2019 Page 3 2.2 Management Commitment The management for the Regional Fuel Facility extends full approval to commit the necessary resources (labor, equipment, materials, and funds) towards spill prevention and cleanup as outlined in this SPCC and deemed appropriate by the responsible parties. City of Springfield (Facility Operations): Michelle Lewis Springfield School District #19: John Saracen Rainbow Water District: Jamie Porter Willamalane Park & Recreation: Doman Crome 2.3 Facility Location and Operations This plan address the Regional Fuel Facility located off Marcola Road west of 42od St. in Springfield, Oregon (Figure 1). The McKenzie River is the closest navigable water body and is located approximately 1. 44 miles to the north via Irving Slough and 0.18 miles to the east (but not reachable because of a railroad bed that acts as a levee). Figure 2 is a Site Plan Map of the facility. This facility is a regional partnership fuel distribution center and employs no staff at the facility itself. The site covers approximately 1.5 level acres of the northern part of the tax lot. The southern part of the tax lot is not part of the facility fueling operations and is not part of this SPCC. Operations of the facility are that of a distribution center for fueling equipment and vehicles. They include: • Fueling of equipment and vehicles • Windshield washing (water only) • Springfield Police Dept. canine training yard • Private restrooms • Propane tank refueling 2019 Page 4 Site Location Map Figure 1 2019 Page 5 2.5 Water Discharge from the site Stormwater from the site covered in this SPCC discharges directly into the Q Street Floodway which travels to the Willamette River. A control gate in a catch basin located near V Street and River Heights limits the probability of discharging into the McKenzie River 1.44 miles north Stormwater discharges from the site through one outfall. Stormwater outfall locations are indicated on the site map (Figure 2). • Outfall 1: Located approximately 110' feet northwest of the closest tank (Diesel). This outfall drains Drainage Area 1 and outfalls to the Irving Slough. The drainage system in Drainage Area 1 consists of eight catch basins and an oil/water separator. • Four catch basins in the dispenser area (407, 408, 409, 410) flow to the oil/water separator (406) then to the slough. • Four other catch basins' (402, 403, 404, and 405) flows are from the asphalt surface area, bypass the oil/water separator and are plumbed to the same outfall pipe. • The rest of Drainage Area 1 is gravel and bark. Vegetated berms in the area were modified to allow for police training. • Stormwater drainage from Drainage Area 2 is managed separately from this facility, and is not within the scope of this SPCC. 2019 Page 6 2.6 Potential Surface Water Contaminants Motor vehicle fuels are stored and used on the site. No other hazardous substances are stored or used at the site. However, it is unlikely that spills occurring from fueling operations in this location would reach and contaminate nearby waterways. The systems for water drainage (as well as personnel procedures) allow for considerable control over water leaving the site. The specifics of the system are discussed in more detail in Part 3 (Spill Prevention Measures). It is recognized that the Willamette River, and waterways that drain to it, could be vulnerable to contamination as a result of accidental spills of large volumes of fuel/oil in areas that drain to the stormwater catch basins. Locations of potential contaminants are listed in Table 1 and are indicated on the Site Plan Map (Figure 2). Table 1 OiltFuel Substance Storage Locations Item Description Substance Type of Container 1 Diesel fuel tank- School District Diesel fuel blended Above round tank 2 Unleaded gasoline fuel tank Unleaded asoline Above round tank q2,OOOgal 3 Diesel fuel tank — Ci ofSpringfield Diesel fuel Above round tank 4 Pro ane tank Propane Above round tank 2.7 The Communications System Early response to emergency situations is facilitated by several systems of communication that are available to site personnel. These systems are described below. For security emergencies and large spills call 911. • Site phone: There is a landline phone in the restroom facility building. • Vehicle radios: Most operational personnel have radios in their vehicles so that quick communication with base stations is possible. Base station personnel can then notify emergency personnel or provide a direct connection with emergency personnel. • Cellular Telephones: Many employees cant' cellular phones in addition to or instead of radios. • Emergency Fire and Medical: Emergency fire and medical assistance can be obtained via the 911 emergency systems by phone and by radio. • Emergency Response Team: Operations first responder personnel should be contacted for small spills, or by radio via the base stations. • Security: For non -emergencies call City of Springfield's non -emergency line. 2018 Page 7 2018 Page 8 2.8 Used Oil Management No used oil is stored on the site. This is a fueling facility only. 2.9 Past Spill Experiences and Permit Violations No spills have been recorded for the site. A spill/release report form will be completed to document all future spills ¢neater than one gallon. The spill/release report will be kept on file with the facilities operations office: City of Springfield's Development and Public Works Operations Division 201 S. 18m St., Springfield, Oregon, 97477, 541-726-3761. Blank spill/release report forms will be kept on site and filled out for every spill greater than one gallon. The completed form will be delivered to the facilities operations office: City of Springfield's Development and Public Works Operations Division 201 S 18m St. Springfield, Oregon, 97477, 541-726-3761. The facilities operations office will track and report all spills as required by 40 CFR 112.20 and the maintenance of such records. Part 3. SPILL PREVENTION MEASURES Standard employee work practices represent the most fundamental of spill prevention measures for on-site operations. Careful handling and use of all oil products is expected of all personnel. However, given the size of the facility, some minor spill events can occur. Spills that are immediately contained, either by protective structures designed to limit movement of spilled material or by structures that allow for control of the flow of the spilled material, will limit the threat of contamination of waterways adjacent to the site. Such structures are also considered preventive in nature. The sections contained within Part 3 of this SPCC Plan discuss the preventive structures and practices that are part of the Regional Fuel Facility's operations. These structures and practices minimize the possibility of a spill event occurring and/or leading to discharges of harmful substances into nearby waterways. Employee responses to spill events are considered protective measures and are discussed in Part 4 (Spill Contingency Plan). 3.1 Facility Drainage The types and general origins of water leaving the site were presented in Section 2.5. This section describes each drainage system in more detail and explains the features that facilitate control over water leaving the facility. 3.1.1 Stormwater Drainage The network of stormwater drains, and outlets which channel stormwater from the site are indicated on the Site Plan Map (Figure 2). The protective measures and features that limit the risk associated with spills in these areas are described below. • Oil/Water Separation: Four catch basins in the dispenser area flow to the oil/water separator, then to Irving Slough. The four other catch basins (402, 403, 404, and 405) 2019 Page 9 flow from the asphalt surface area but bypass the oil/water separator. The rest of drainage area 1 is gravel, bark and cut -berms that are vegetated. The location of this oil/water separation system is shown on the Site Plan Map (Fig.2) and the Emergency Map (Fig.3). The system is designed to provide continuous removal of oil contamination that can occur from normal site operations. The oil/water separation unit is inspected by the City of Springfield. Maintenance and cleaning is performed by City of Springfield Operations Division. The frequency of the inspections and maintenance functions are dependent on seasonal conditions. Generally, the oil/water separator is cleaned annually. • Employee Awareness Program: Protection of the storm drains is emphasized in the Spill Contingency Plan (Part 4) of this report. Employees who detect or are notified of spills have been directed to contain the substance and prevent it from entering the surface water and storm drainage systems. • Preventive Maintenance: The asphalt area is sloped to direct stormwater to the appropriate catch basin. The catches are inspected, cleaned, and maintained on a regular basis by City of Springfield personnel. The frequency of the inspections and maintenance functions are dependent on seasonal conditions. Generally, they are cleaned annually. 3.2 Bulk Storage Tanks Above -ground bulk storage tanks exist on the site. Diesel, gasoline, and propane are stored in these tanks. All bulk petroleum storage tanks have secondary containment (double walls, or containment pallets). According to design specifications all tanks are constructed of materials adequate to maintain structural integrity against pressure, temperature, and corrosion consistent with the tank contents and function. The tanks are located away from the stormwater waterway and pose little immediate risk to the waterway. However, the waterway does have an increased level of risk should an accidental release (large in volume) occur from a tank. The areas where there are increased risks include: (Locations and distances are approximate and based upon information provided by City of Springfield Maps) • Diesel storage tank: CB 405 is approximately 30 feet northwest of the tank. The open waterway is approximately 100 feet from CB 405. • Unleaded storage tank: CB 405 is approximately 48 feet northwest of the tank. The open waterway is approximately 100 feet from CB 405. • Blended diesel storage tank: CB 405 is approximately 65 feet northwest of the tank. The open waterway is approximately 100 feet from CB 405. • Propane storage tank: CB 405 is approximately 85 feet north of the tank. The open waterway is approximately 100 feet from CB 405. • Island dispenser stations: An oil/water separator with the capacity of 1,000 gals will prevent immediate contamination of the waterway. The waterway is approximately 360 feet from the oil/water separator through a piped system. 2019 Page 10 (See figure 2 for CB locations described above) 3.3 Drum Storage There is no drum storage at this site. 3.4 Tank Car and Truck Loading and Unloading Tank truck unloading occurs at the site. Fuel transfer is delivered by an approved outside fuel transportation agency. Fuel transfer from truck to tank is supervised by site personnel employed by Springfield School District #19 partner. The site is not equipped with secondary containment capability, although the transfer area that supports the valves and connections during transfer does have a secondary containment pan. On-site spill materials are readily available and discussed in section 3.8 (Spill Containment Supplies). 3.5 Inspections and records All equipment located in oil material management areas are inspected on a schedule appropriate with the specific equipment. In addition, all personnel are educated about spill prevention and response and are encouraged to observe and report any situation which appears suspicious or unusual. The facility is routinely observed by company employees working in or passing through the area. Inspection forms are maintained and kept on file by the City of Springfield, Operations Division Vehicle Maintenance Shop. 3.6 Security The facility is semi -fenced with a 24-hour controlled access provided by an entrance gate. Sufficient lighting mechanisms are maintained in the storage and work areas during rught time operation to allow for spill detection and response by personnel. 3.7 Personnel Training Employees that use the facility for fireling receive environmental training on fueling operations. The environmental training program includes presentations of the SPCC Plan and spill response actions. The facility is a partnership between four separate agencies. Training is performed and records maintained by the individual partners and are kept in the partners' main offices. Environmental training and orientation for new employees is typically provided in conjunction with their initial safety tramings and orientations. 2019 Page 11 3.8 Spill Containment Supplies Immediate containment of spilled material is a priority for protecting public waters from contamination. Absorbent material, absorbent pads and booms, brooms, shovels, drain plugs, and rags are available on-site in a spill -supply cabinet located on the panel by the south side of the washroom building The cabinet also contains site maps and contact numbers. This spill -supply storage location is indicated on the Emergency Map (Figure 2). Personal protective equipment (PPE) response kits are also available in the spill -supply cabinet. The PPE kits are bags that are taped shut and are used only for spill response. The kits contain rolls of yellow caution tape, permanent markers, large plastic bags, ties, goggles, mbber gloves, and hand sanitizer, dust mask, and paper towels. Additionally, the Development and Public Works Operations Emergency Response Team (ERT) is available to deliver spill supplies and to respond to minor spill emergencies. Contact either: • Operations Division (541-726-3761): 8:00 AM to 5:00 PM • Springfield Non -emergency Police (541-726-3714): all other hours Part4. SPILL CONTINGENCY PLAN This part of the SPCC Plan contains general steps to follow in the event that a spill should occur. The discussion covers spills of both oil and hazardous substances. It includes instructions under the following headings: • Emergency Notifications Flow Chart • Immediate Response Actions • Supervisor Response Actions • Environmental Team Response Actions • Spill Clean-up Procedures • Disposal Methods 2019 Page 12 Figure 3 Emergency Notification Flow Chart for Spills Observer Assess the situation Non -emergency Emergency Notify Operations Supervisor: Call 911 M -F 8am-5pm: 541-726-3761 All other hours and holidays: 541-726-3714 Complete Spill Report and deliver report form to the Operations supervisor (Report form located in spill cabinet) 1 Operations Supenrisor 1. Confirm Spill Report form completed 2. Assess the Situation: Spill contained: No action required Spill NOT contained, assistance needed: Hazardous material handling contact NW Hazmat 541-988-9823 Oil only - City of Springfield Environmental Services 541-726-3694 Mid -state 541-726-6730 Environmental Team 1. Complete part 2 of the Spill Report form 2. Assess the situation: Potential major waterway impact, hazardous material or reportable quantity contact National Response Center (NRC) 800-424-8802 Oregon Emergency Response System (OERS) 503-378-6377 Department of Environmental Quality (DEQ) 503-229-5696 State Fire Marshall 541-726-2572 EPA Spill reporting number 206- 553-1263 Water Treatment Facility 2018 Page 13 2018 Page 14 4.1 Immediate Response Actions The following steps should be followed by anyone detecting a spill or release: 1. Assess the situation. A. EMERGENCY (FIRE, INJURY, EXPLOSION, BIG SPILL): • Evacuate personnel and secure the area if safe to do so • Activate Emergency Response Team and Fire personnel by phone (911) or radio (contact base station) • Tum off power to pumps —use either the dispenser switch(s) or the `shut off valve' — if safe to do so, see Emergency Map Figure 2 B. NON EMERGENCY: • Dam, dike, or soak up the spill with oil absorbents (pads, booms, etc.), sawdust, or kitty litter. Bag and dispose of properly. Contact DPW Operations ERT if additional help or material is needed. See flow chart page 15 for numbers. • Prevent the spill from entering any waterways (storm system, ditches, and channels). If it is not possible to contain the spill, or if the spill has already entered a waterway, immediately contact 911. • If the spill has reached a surface water body, or if there is a chance it might, do not use any chemical agents to assist with clean-up. Only absorbent materials (pads, booms, etc.) may be used in or on water. 2. Notify for ANY spill of ANY amount: Operations Environmental Services if any spill kit equipment is used 3. Document if oil (gasoline or diesel fuel) spilled (over 1 gal): • Complete a spill/release report form. Blank forms kept on site. • Deliver completed form to the Operations Division during normal work hours if spill was non -emergency. 4.2 Supervisor Response Actions The following steps should be followed by any supervisor who detects or is notified of a release or spill of oil or hazardous substance. 1. Confirm that the Immediate Response Actions above have been completed. 2. If additional help or supplies are needed to contain or clean up the spill, contact Northwest HazMat, Inc. or Mid -state (oil material only). 3. The Environmental Team (see Appendix D or E) must immediately be contacted if any of the following have occurred. • The spilled material (any volume) is a hazardous substance other than oil. 2019 Page 15 • The spill has entered a waterway, or • More than 42 gallons (reportable quantity) of petroleum product (oil, diesel, gas, etc.) has spilled onto the ground, soil, asphalt, rock, or permeable concrete. 4. If the spill involves oil product (less than 42 gallons and more than 1 gal). • Collect as much of the spilled material as possible. • Soak up anyremaining oil with absorbents. • Shovel / sweep and place oil -soaked cleanup material in to waste disposal containers. 5. Gather facts about the cause and effect of the spill. • Complete Part 1 of the "Spill/Release Report" (see Appendix Q. • Submit the Spill/Release Report to the Facility Operations Office as soon as possible. 4.3 Environmental Team Response Action The following steps should be followed by any Environmental Team member who detects or is notified of a spill. 1. Confirm that the Immediate Response Actions and Supervisor Response Actions have been completed. 2. Review the MSDS (if appropriate) and provide guidance on and coordinate spill cleanup and remediation with responding personnel. 3. Confer with responding personnel to jointly decide if any or all of the following parties should be contacted. The decision will depend on the severity of the spill. • Other Environmental Team members • ERT Supervisor/Leader • Police; emergency and/or Fire • Water Resource Hazards; Development and Public Works Environmental Services Manager 4. Initiate contacts with outside cleanup and remediation contractors, if necessary. 5. Notify both of the following regulatory agencies if any of these events has occurred: a) Enough oil to cause sheen has entered any waterway (river, storm system, ditch, sanitary sewer) or b) Hazardous materials spilled are a reportable quantity (CERCLA list) or c) 42 gallons or more oil has been spilled onto a permeable ground surface (gravel, soil, concrete, asphalt). • National Response Center (NRC): 800-424-8802 • EPA Spill reporting number: (206) 553-1263 2019 Page 16 4.4 Spill Cleanup Procedures 4.4.1 Cleanup Procedures for Oil Spills Small oil spills (less than a few gallons) can be cleaned up by the facility personnel. Cleanup of larger spills should be directed by ERT Team Leader under the guidance of the Environmental Team. It may be necessary to utilize an outside contractor to handle the cleanup operations for large or severe spills. The Environmental Team will determine whether an outside contractor will be used. General procedures for oil spill cleanup are summarized below. It should be noted, however, that all spill situations are unique and the determination of what applications are appropriate for any given spill event will require the application of sound judgment. • Pooled oil: Small oil spills can be cleaned by using absorbent material to pick up the oil. Pooled oil can also be vacuumed with the mobile pump or an air operated vacuum. • Oil on water surfaces: Oil skimmers or absorbent pads should be used to remove oil from the surfaces of water. Booms can be used to prevent the spread of the oil. For waters with large amounts of oil contamination, the mobile vacuum equipment should be used. Do not use any chemical agents to assist in cleaning spills on or near water. • Oil contaminated material: Absorbent material used to pick up or contain oil spills should be collected and placed in waste containers marked appropriately. Oily boots, paper, mops, buckets, shovels, clothes, etc. should be put in the general garbage dumpsters. 4.4.2 Cleanup Procedures for Hazardous Substances Spills (other than oil) There are no Hazardous Substances other than petroleum products (fuel) and propane stored on the site. However, it is recognized that hazardous substances other than petroleum fuels may visit the site via work vehicle, for fueling purposes. The proper cleanup and disposal methods for hazardous substances are chemical specific and highly variable. The exact procedures must be determined on a case by case basis. However, the general procedures for clearing up a hazardous substance can often be determined from the material's MSDS. Before beginning cleanup procedures for small spills, the MSDS should always be reviewed and a member of the Environmental Team should always be consulted. For large spills, the environmental team may request assistance from an outside contractor trained and equipped to handle the material involved. Northwest HazMat, Inc. has 24-hour emergency response and is equipped to handle hazardous spills. 2019 Page 17 4.5 Disposal Methods 4.5.1 Disposal Methods for Oil Spills Disposal methods for oil and oil contaminated materials will depend on the type and quantity of oil involved. The Environmental Team will determine the appropriate disposal method, and will manage the disposal process. The options most often considered include the following: • Offsite disposal of small quantity into garbage dumpsters for disposal at local landfill. • Landfill of the oil -contaminated materials (only for contaminated soil need PCS permit). 4.5.2 Disposal Methods for Hazardous Substance Spills Disposal methods for hazardous substances will depend on the specific chemical nature of the spilled material. A spilled substance and the materials used to clean it up should not be mixed with any other substance. Evaluation of the correct disposal of these compounds should be made by the Environmental Team Leader and the emergency personnel on site at the time or by an outside contractor who specializes in the disposal of hazardous materials. 2019 Page 19 APPENDIX A Substantial Harm Determination Form 2018 Page 19 Attachment C -II -- Certification of the Applicability of the Substantial Harm Criteria Facility Name: Regional Fuel Facility Facility Address: 3595 Marcola Road, Springfield OR 97479 1. Does the facility transfer oil over water to or from vessels and does the facility have a total oil storage capacity greater than or equal to 42,000 gallons? Yes_ No 2. Does the facility have atonal oil storage capacity greater than cr equal to 1 million gallons and does the facility lack secondary containment that is sufficiently large to contain the capacity of the largest aboveground oil storage tank plus sufficient freeboard to allowfor precipitation within any aboveground oil storage tank area? Yes No X 3. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C -III to this appendix or a comparable formula 1) such that a discharge from the facility could cause injury to fish and wildlife and sensitive environments? For further description offish and wildlife and sensitive environments, see Appendices I, II, and III to DOCNOAA's "Guidance for Facility and Vessel Response Plans: Fish and Wildlife and Sensitive Environments" (see Appendix E to this part, section 13, for availability) and the applicable Area Contingency Plan. Yes No X 4. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C -III to this appendix or a comparable formula 1) such that a discharge from the facility would shut down a public drinking water intake 29 1 If a comparable formula is used, documentation of the reliability and analytical soundness of the comparable formula must be attached to this form. 2 For the purposes of 40 CFR part 112, public drinking water intakes are analogous to public water systems as described at 40 CFR 143.2(c). Yes No X 5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and has the facility experienced a reportable oil discharge in an amount greater than or equal to 10,000 gallons within the last 5 years? Yes No X Certification I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document, and that based on my inquiry of those individuals responsible for obtaining this information, I believe that the submitted information is true, accurate, and complete. Signature Name (please type or print) Date 2019 Page 20 APPENDIX B HISTORY OF SPILLS REPORTED TO: Regional Administrator (EPA) National Response Center (NRC) Oregon Emergency Response Center (OERC) As of December 2017 Spill History DATE LOCATION TYPE /QUANITY SOURCE AFFECTED MEDIA No spills recorded to date 2018 Page 21 APPENDIX C Spill / Release Report 2018 Page 22 Regional Fuel Facility, 3585 Marcola Rd. Springfield, Oregon 97478 Spill/Release Report Part 1- Completed by Personnel who spilled or noticed the spill see section 4.1 Individual filling out this report Name: Employer: Telephone: Date & time of spill: Spill Information Indicate if & when the following parties were notified of the spill ❑ Operations Supervisor _ ❑ Environmental Team member ❑ Fire/Medical ❑ Hazmat contractor ❑ Other Material Spilled: Quantity — Location of Spill: Person Notified Date/Time Source of Spill: (attach MSDS if other than oil) Drawn on SPILL MAP spill location & route taken by material into any surface waters, storm system, sewers, etc...) w� 4 N m m D stagy m m Cause of Spill: Media(s) Affected: ❑ Soil ❑ Surface Waters ❑ Concrete/Asphalt Injuries Related to Spill: ❑ Yes ❑ No Describe: Potential Risk to Fish or Wildlife: ❑ Yes ❑ No Describe: Risk to Public Safety: ❑ Yes ❑ No Describe: ❑ Gravel 2019 Page 23 Part 1- continued Completed by Personnel who spilled or noticed the spill Spill Response Describe actions taken to control and contain the spill Spill Cleanup Personnel or Environmental Team Representative Directing Cleanup Operations: Name: Telephone: Was a cleanup contractor used: ❑ Yes ❑ No Of yes, indicate companies) Company Name: Address: Telephone: Individual directing operations: Date/time arrived on scene: Company Name: Address: Telephone: Individual directing operations: Date/time arrived on scene: Other parties involved in the cleanup operations: Equipment used during cleanup: How/where was the contaminated material disposed? 2019 Page 24 Part 2 - Completed by the Environmental Team Leader (see section 4.3) Spill Follow Up Describe method(s) and criteria used to determine cleanup level: Were samples taken for the site: ❑ Yes ❑ No (Draw sample locations on Spill Map) Samples taken by: Laboratory Used: Telephone: Public Agencies Date & Time Notified Individual Responded Notified Notified By Contacted To Site ❑ OERS (800-452-0311) ❑ National Response Center (800-424-8802) ❑ EPA (206-553-1263) ❑ DEQ (503-229-5696) ❑ Dept. of Fish & Wildlife (541-726-3515) ❑ Fire Department (541-682-5111) ❑ Local Police (541-726-3714) ❑ State Fire Marshall (541-726-2672) Comments: Report Review This report has been reviewed and found to be accurate by Environmental Team Personnel. Reviewed by: (PRINT) Signature: Date: Attachments:[] MSDS(s) ❑ IRA Complete ❑ Additional Spill site location map ❑ SRA Complete ❑ Additional Sample location map 2018 Page 25 APPENDIX D SPCC Plan Internal Distribution List City of Springfield - Facility Operations Office Michelle Lewis Operations Division (Management Analyst & Fuel Facility Operations Coordinator) Mike Manley Operations Division (Mechanic & Fuel Facility Operations on call personnel) City of Springfield - Emergency Response Personnel Al Gerard Springfield Fire & Life Safety Fire Marshal Rick Harrison Springfield Police, Captain, Investigations City of Springfield Emergency Response Team (ERT) - On -Call Keith Miyata Supervisor and ERT Coordinator City of Springfield Environmental Team Personnel Operations Supervisors: Partners John Saracen Springfield School District #19 Jamie Porter Rainbow Water District Doman Crume Willamahme Park & Recreation District Others Ken Vogeney City of Springfield Emergency Management Manager Tom Mugleston City of Springfield Human Resources, Management Analyst 2019 Page 26 Greg Ferschweiler Ben Gibson Tonja Kling Mike Manley Brain Conlon Development and Public Works Operations Manager Matt Stouder ESD — Environmental Services Manager Mary Healy ESD — Environmental Services Technician Partners John Saracen Springfield School District #19 Jamie Porter Rainbow Water District Doman Crume Willamahme Park & Recreation District Others Ken Vogeney City of Springfield Emergency Management Manager Tom Mugleston City of Springfield Human Resources, Management Analyst 2019 Page 26 APPENDIX E Emergency Numbers Police, Fire, Medical: Emereencv 911 Police non -emergency 541-726-3714 Fire non -emergency 541-682-5111 City of Springfield Operations 8am-5pm weekdays 541-726-3761 All other times and holidays 541-726-3714 City of Springfield Environmental Services 541-726-3694 Facility Operations Contacts: Mike Manley, M -F 8am-5pm 541-726-3763, all other times 541-914-2485 Contractors: Northwest Hazmat: 541-988-9823 Mid -state (oil material only): 541-726-6730 Drinking Water Contamination if applicable: EWEB Water Treatment Plant: 541-341-8500 ext 2 2019 Page 27 n� e�R Y6 �- . ttY. 7 r— 9 bS � N ? tI O 0 ^ A y , o F Wm F iyy e e CZ Ln o N o— � p Z a �o= a 0 J' 3Bx i d n� r— 9 bS CM AMM 18 -o' -UR W LUG , _6. 71'-1' 21, I' 26'-'C' 28-6,' �c . | \ }§` & \! /1] � 95/\ 'TOM ! .� Shop Fabricated Stationary STI + SPFA Aboveground Storage Tanks For Flammable, Combustible Liquids R912 INSTALLATION INSTRUCTIONS November 2015 1 TANK SITE EVALUATION AND PREPARATION PRIOR TO INSTALLATION 1.1 The foundation for the tank must be designed to supportthe tank plus 100%of its contents when full. The design shall also take into account the type of support that is being used and the point load associated with that support. The foundation may be constructed using concrete, asphalt, gravel or other stable material and must include provisions in its design to prevent tank movement. The foundation should include any provisions necessary for seismic design. Thefoundation design must also include provision for draining surface water away from the tank. 1.2 For tank installations without cathodic corrosion protection, the tank should be grounded in accordance with applicable electrical and fire code standards. TANK HANDLING 2.1 Do not handle or install tank without having knowledge and experience in procedures involved with proper and safe installation of an aboveground tank used for storage of stable, flammable and combustible liquids. To avoid tank damage, use skilled, professional installers. 2.2 Equipmentfor handlingthetank shall be of adequate size to lift and position the tank. DO NOT DROP OR DRAG THE TANK. 2.3 Tanks shall be carefully handled. Use cables or chains of adequate length (with spreader bars, if necessary) and size. Attach to the tank using the lifting lugs provided. Care should be taken that the angle between the two cables, at the lift point, shall be no greater than 60 degrees. 2.4 1.3 Where the steel tank body is in contact with the earth, use a zinc grounding rod. Donotuseacopper 2.5 grounding rod. 1.4 Where the tank body is in contact with the earth or foundation, it should be protected from external corrosion. For external corrosion protection using cathodic corrosion protection, consult applicable standards (e.g. National Association of Corrosion Engineers) to provide the tank with appropriate protection from lightning without Interfering with the corrosion protection. Steel tanks in contact with the earth should not use copper grounding. Refer to STI R893-89, "Recommended Practice for External Corrosion Protection of Shop Fabricated Aboveground Storage Tank Floors." 1.5 Tanks located in areas subject to flooding must be protected against floatation. 1.6 Aboveground tanks should not be located above underground utilities or directly beneath overhead power Iines.The tank shall be protected from vandalism and accidental damage in accordance with all applicable codes, NFPA 30, NFPA 30A, UFC, etc. 3.1 DO NOT HANDLE OR MOVE THE TANK UNLESS IT IS EMPTY. This is a stationary tank. Do not use this tank for transport of any product. TESTING GENERAL REQUIREMENTS 3.1.1 An on-site air test of the tank may be required by local authorities to ensure no damage has occurred in shipping and handling. All testing shall be performed as described in paragraph 3.2 below. 3.1.2 If the manufacturer has shipped the double wall tank with a vacuum on the space between the walls, read and record the vacuum pressure. Ifthevacuum gauge reading has dropped more than 2 inches Hg (40.5 6.77 kPa) from the level at which it was shipped, from contact the tank manufacturer. 3.1.3 In lieu of the air pressure test described in paragraph 3.2 below, a vacuum maybe applied to the interstice of a double-wall tank or to the interstice of a double - bottom tank. NOTE: This test procedure may be difficult to conduct for large (greater than 2000 gallons) tanks because of the greater volume of space to be evacuated and difficulty in sealing the tank openings. DO NOT APPLY A VACUUM TO THE PRIMARY TANK OF A DOUBLE-WALL TANK OR TO A SINGLE-WALL TANK. Avacuum of 6 inches Hg (20.3 kPa) is to be applied to the interstice. The vacuum shall be held without a loss for one hour on tanks less than 20,000 gallons and for 2 hours for tanks greater than or equal to 20,000 gallons. If this vacuum cannot be held for the specified time interval, then perform the air test procedure described In paragraph 3.2. 3.1.3.1 Caution must be taken in applying a vacuum to the interstice of a tank and the testing must be stopped if any deformation appears on the tank. 3.2 AIR PRESSURE TEST PROCEDURE FOR TANKS 3.2.1 If the tank is equipped with a long -bolt manway for emergency venting, do not remove the long -bolts from the long -bolt manway. Instead, long -bolt manways must be secured with C -clamps of appropriate size and strength to hold the vent cover in the sealed position to maintain the tank pressures required. If tank is equipped with standard emergency vents, remove emergency vents and cap openings to hold tank pressure as required. NOTE: Use only calibrated air pressure gauges with a 0-15 psig (0-103 kPa) dial span. The relief valve must have a flow rate at the set pressure that is greater than the flow rate of the air supply line. The regulated air supply test pressure used for this test should be as follows: a. HORIZONTAL CYLINDRICAL (AND DIKED TANKS, IF APPLICABLE) TANKS - Not less than 3 psig (20.7 kPa) nor more than 5 psig (34.5 kPa). Set the pressure relief valve in the air supply line at 5.5 psi (38 kPa). b. VERTICAL TANKS- Not to be less than 1 Y. psig (10.4 kPa) nor more than 2'/: psig (17 kPa) or that gauge pressure above 1 h psig (10.4 kPa) which first causes visible deformation of the tank. Set the pressure relief valve in the air supply line at 2 A psig (17 kPa). C. RECTANGULAR TANKS- Not morethan l Y psig (10.4 kPa). Set the pressure relief valve in the air supply line at 1'A psig (10.4 kPa). This 1'h psig (10.4 kPa) pressure is to be used for testing tanks in the field ONLY. In -shop testing will be performed at a different pressure. CAUTION: Do not leave pressurized tank unattended while the air supply line is connected. Do not stand in front of tank heads or fittings when pressurizing tank. Pressurizing of large tanks may result in the slight deformation bulging of the tops and bottom of vertical tanks, bulging of the sides of rectangular tanks, and bulging of the heads and ends of cylindrical tanks. Should visible bulging occur or deformation appears severe, immediately relieve the pressure. Aboveground vertical tanks may have a "weak shell to roof" seam. Do not air pressure test a tank with a "weak shell to roof' seam. Rather, fill these tanks with water and check for leaks. 3.2.2 SINGLE-WALL TANK PRESSURIZING PROCEDURE 3.2.2.1 Install test piping as shown in Figure Temporarily plug, cap or seal off remaining tank openings to hold pressure. 3.2.2.2 Close valves A and B. FIGURE 3.2.2.1 SINGLE-WALLTANK 3.2.2.3 Connect regulated test air supply line to test piping as shown in Figure 3.2.2.1. 3.2.2.4 Slowly open valve A to pressurize the tank. Pressure gauge 1 should indicate test air pressure given in paragraph 3.2.1 above. Close valve A. Disconnect regulated test air supply line from test piping. 3.2.2.5 Proceed to paragraph 3.2.4 "Detection of Leaks" below. 3.2.3 DOUBLE-WALL TANK PRESSURIZING 3.2.3.1 The following air pressure testing does not apply to double-wall tanks equipped with interstitial vacuum monitoring systems. In lieu of the air pressure test, the tank may be shipped from the factory with a vacuum in the tank interstice. Read and record the vacuum pressure. If the tank.Do not apply air pressure to the interstitial vacuum pressure, gauge reading is less than 12 space that is higher than the air pressure in the inches Hg (40.5kPa) contact the tank primary tank. Damage to the tank may result. manufacturer. 3.2.3.9 Closevalve B. Hold test pressure in interstitial space 3.2.3.2 Install test piping as shown in Figure 3.2.3.2. for 1 hour minimum. A steady drop in pressure Temporarily plug, cap or seal off remaining tank gauge 2 indicates there may be a leak in the openings to hold pressure. interstitial space. Check the fittings, the gauges, and 3.2.3.3 Close valves A and B. Open valve C. thenretest. If the problem persists, contact the tank manufacturer. 3.2.3.4 Connect regulated test air supply line to test piping as shown in Figure 3.2.3.2. 3.2.3.10 Proceed to paragraph 3.2.4 "Detection of Leaks" below. 3.2.3.5 Slowly open valve A to pressurize the primary tank. Pressure gauge 1 should indicate test air pressure given in paragraph 3.2.1 above. FIGURE 3.2.3.2 DOUBLE-WALLTANK 3.2.3.6 Close valve A. Disconnect regulated test air supply line from test piping. 3.2.3.7 Monitor test pressure in primary tank for 1 hour minimum. A steady drop in pressure reading for gauge 1 indicates there may be a leak in the primary tank. Check the fittings, and gauge, then retest. If the problem persists, contact the tank manufacturer. 3.2.3.8 If no leaks are found, close valve C and slowly open valve B to pressurize the interstitial space between the double walls of the tank. Pressure gauge 1 will indicate a slight drop in test pressure when valve B is opened, but should hold steady at the lower pressure. If test pressure drops below minimum requirements, close valve B, reconnect air supply line and slowly open valve A to increase pressure in primary tank. When the required pressure is indicated on gauge 1 close valve A, disconnect test air supply line. Open valve B to equalize pressure in the primary tank and the interstitial space. Gauge land gauge 2 should have the same pressure reading. WARNING: Do not apply alr pressure to the interstitial space between the walls of a double wall tank without air pressure in the primary 3.2.4 DETECTION OF LEAKS 3.2.4.1 Immediately apply leak test solution to tank exterior surfaces, welds, fittings, etc. Check for leaks. No leaks are permitted. If leaks are found, notify the tank manufacturer. If no leaks are found, testing of the tank is complete. 3.2.4.2 For single-wall tank, open valve B, then slowly open valve A to release test air pressure. For double-wall tank, open valve C, then slowly open valve B to release test air pressure. 3.2.4.3 WARNING: Emergency relief vents and long bolt manways must be operable to prevent causing tank failure by over -pressurization. 4 TANK PIPING AND ACCESSORIES 4.1 Install all permanent piping and fittings using compatible, non -hardening thread sealant material. 4.2 All unused tank openings must be properly sealed and tested to be liquid and vapor tight prior to putting the tank into service. 4.3 DO NOT WELD ON THE TANK, MODIFY OR PENETRATE THE TANK STRUCTURE IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE TANK MANUFACTURER. 4.4 All tank accessories shall be installed as required 5.5.1 per local codes. Anti -siphon devices, overfill shut- offs and alarms, vents gauges, emergency vents, etc. are common requirements for tanks storing motor fuels for the purpose of beingdispensed into motor vehicles. 5 MAINTENANCE 5.1 The tank operator should perform periodic walk - around inspections to identify and repair areas of damage to the tank or the coating. Check for proper drainage around the tank area. 5.2 It is imperative that the tank exterior be inspected periodically to ensure that the integrity of the coating is maintained. The frequency of periodic repainting will be based upon environmental factors in the geographic area where the tank is located. Special consideration should be given to the selection of the paint, surface preparation and coating application. The mating selected should be suitable for use with the current coating, or the existing coating should be removed. The coating selected should be of industrial quality. 5.3 Proper site preparation and maintenance are vital to ensure drainage of surface water. Should ground conditions change or settlement occur, take the appropriate steps to maintain proper drainage and prevent standing water near or under the tank area. 5.3.1 For diked tanks, remove any product spills immediately. Be sure to dispose of hazardous material properly. 5.3.2 For diked tanks fitted with a drain, drain off water only. Drain openings are required to be maintained liquid tight. 5.4 The primary tank should be inspected monthly for the presence of water at the lowest possible points inside the primary tank. Remove any water found. Water and sediment in fuel can cause plugging of filters. Also, bacterial growth, in this media, can cause fiilters to plug and cause corrosion of tanks and lines. For procedures on how to check for the presence of water and removal of water, refer to STI RP311, Storage Tank Maintenance. For copies of the RP and more information, please go to www.steeltank.com. 5.5 Tank relocation requirements — Aboveground storage tanks are often relocated. The following instructions are to be followed when this occurs. All steps are to be documented and the documentation is to be kept for the life of the tank. The hazards associated with the cleaning, entry, inspection, testing, maintenance or other aspects of ASTs are significant. Safety considerations and controls should be established prior to undertaking physical activities associated with ASTs. Cleaning of tanks must be per state and local jurisdiction requirements. 5.5.2 Refer to STI Standard SPDol, "Standard for the Inspection of Aboveground Storage Tanks" for requirements concerning tank inspections. This SP001 Standard details requirements for inspections based on the tank installation and age. A tank must undergo the appropriate inspection prior to relocation. 5.5.3 The tank must be subjected to a pressure (or vacuum) test as detailed paragraph 3.2 above except an inert gas, such as nitrogen, should be used for tanks that have previously held fuel. DeicUUMLR These instructions are intended only as an aid to tank installers who are knowledgeable and experienced in aboveground tank installation. Compliance herewith does not necessarily meet the requirements of applicable federal, state and local laws, regulations and ordinances concerning tank installation. STI makes no warranties, express or implied, including but not limited to, any implied warranties of merchantability or fitnessfora particular purpose, as a result of these installation instructions. Contact STI for the latest version of these Installation Instructions or visit the STI website of www.steeltonk.com. F921 LIMIIEDWARRANTY Limitations of Uabiliry and Disclaimer What is Covered by this Warranty Proficient that the conditions set forth below are satisfied, the steel tank manufacturer Identified with the tank (hereinafter referred to as Narrrpri warrants the F921 -tank for 30 years following deivery of the tankto the tank owner at the time of the original installation ('rhe Owner"), against any Mahe following events which may occult provided the event occurs under conditions covered by this Warranty l'Il the rekase of stored product from anysecondary comalmoerrctank; or (Ip the non- corrosive related structural failure such as cracking, breakup or collapse; or (iii) the perforation of the primary tank caused by internal cormsum as long as me product swan .•Rhin the tank is riot comosive W ateelLor (iv) compatlblllly failures wM the internal tank wall (such as blistering, macklng of the tank wall and stiffeners, permeation of product through the tank wall, delamination, and lass of tank wall due to crazing, salvation or dissolvemerrl water which accumulates in the primary tank coley, as a result of incidental or rrvatural accumulation due to condensation or sediment arising from the product shall rest be considered a corrosive product. In attention, the Warrantorwamantethe tank age Inst failure due to defective materials and wark nanship for up to l year regaining the delivery of the tank to the Owner. Candi ibrimpo Wanantv Effectiveness The limited warranties set forth herein are subjett to the following conditions: 1. The M228 tank must be: (Ithe original abovegmund installation within the Continental United States of America, Alaska, Hawaii, and Me Commonwealth of Puerto plus; (ill the tank was fabricated by the Warrantor W as to mem the Ii Specifications; and (iii) the tank was installed and maintained in accordance with the applicable F921e specifications and the applicable F9214 Installation Instructions that were in effect on the data of shipment by the Warrantor, any subsequent maintenance procedures of which the Owner haswritten notice, andany applicable governmental codes and regulation, Referto the Installation Instructions attached to this document far technical requirements concerning relocation of this tank "a original owner, In oMer to retain warranty eligibility. Tanks remaining in their original installation location will retain warranty eligibility if the facility where the tank Is Installed Is sold to a new owner. 2. This ILimited Wananry is not valid unless, and until, the Warranty Validation Card is fully completed by the Owner and returned as the adfreslee set forth an her Warranty Vfkatlmf2Nwithin 30 days after the date of tank Installation, or 90 days after the warrantor's shipment ahhe tank whichever comes fast. 3. Upon discovery ofa suspected tank failure or leak by the Owner, the Owner shall give the Warrantor written notice ofthe suspected tank failure or leak and pemit the Warrantor or its designated representative to Inspect the tank site prior to, during and after removal of the tank. The tank owner bears the responsibility to Identify that the cause of the failure Is from one of the events within the Conditions covered by the Warranty. 4. Upon the Warrantor's determination that the tank failure or leak is covered by this Limited Warranty, the Warrantor at its sole option she II: I I repair the tank; ti replace it with a tank of approximately the same Side, design, quality of material and workmansh 1p specified for the original tank; or (in) refund the purchase priceofthe anginal tank. If the Warramor is unable to repair or replace the tank it shall refund the anginal purchase price of the tank. Warr N Not Covered arrant anytnnry Warrantortloesnotwarrantany piping system Dramother attathmentsconnected with the tank. Under nocircumstances, shall the Warrantor be liable far (i)the cost of repair or replacement of any piping system or one, attachments to the tank or (II) labor costs or other installation costs for tank repair or replacement; or (iii) damages to the lank or other property resulting from the amumuletion of water In the tank, unless such acwmali icn ls solely the result of incidental or natural accumulation due to condensation or sediment arising out of the storage of produatthat is compatible with the tank and not carreaveto steel; or (w) tank failures caused, in whole orin part, by the tank owner's fall to adhere to proper tank maintenance procedures as described In the Installation Instructions provided with the tank or otherwise made vailabletothe tank or (v) tank failure caused, in whole or in part, by the tank owner's failure to follow applicable statutes, codes, ordinances and regulations regarding tank maintenance. car (all damage caused W other improper operating practices; or (vii) tank failure due to defective materials and workmanship later than one year following delivery of the tank to the Owner; or (viii) cost of repair or replacement of internal linings or external coatings. This Warranty does net cover STI Generator Base Tanks. Umhatlon of Liability and Notation of Other Remedies and Damages The foregoing remedy of repair, replacement or refund shall comatrue the sole and exclusive remedy to the Owner. Under no circumstances, shall the liability, of Me Warrantor, wits affiliates m subsidiaries, under this warranty, exceed the Purchase price of the tank. IN NO EVENT SHALL THE WARRANTOR, OR ITS AFFILIATES OR SU BSIDIARIES, BE CABLE FOR CIAIMS OF PERSONAL INJURY OR FOR SPECIAL, I NCI DENTAL, INDIRECT OR CONSEQU ENTAL DAMAGES,INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR REVENUE, LOSS OF USE OF THE TANK MANY ASSOCIATED EQUIPMENT, COSTOF CAPITA!, COST OF THE SUBSTITUTE EQUIPMENT, FACILITIES OR 5ERVICES. DOWNTIME COST, CLAIMS OF CUSTOMERS OF THE OWNER FOR SUCH DAMAGES, OR FOR DAMAGE TO PROPERTY,WHETHER SUCH CLAIM SHALL BE FOR BREACH OF CONTRACT, BREACH OF WARRANTY, NEGLIGENCE OR STRICT LIABILITY, AND WHIMERSUCH CLAIM ARISESOLNOF ORRESULTS FROMTHIS UMREDWARRANTY,OREXPRESSOR IMPLI EDWARPANOES, ORFROMTHE DESIGN, MAIN UFACTURE, SALE, DELIVERY, RESALE, INSTALLATION, TECHNICAL DIRECTIONOF INSTAUATION, INSPECTION, REPAIR, OPERATON OR ME OF THETANX. Cumumef Notice The exclusion afindirec conequmtialdamagesandthelimitation ofimpliedwamnties herein maynotbeapplicableto purchasers whoaredeemed"consumers' and who reside in states that do not allow the limication of implied warranties or the exclusion of indirect or consequential damages othervrise applicable to consumers. Meremer.ifyou are deemed a"consumer", you may have specific legal rights in addition to those set forth In this warranty, which rights varyfrem state restate. Disclaimeraf Other Warranties THE FOREGOING UMITEDWARRANTY MT EONLYWARRANTYMADE.THEREARENOOTHERWARRANTIES,EXPRESSORIMPUED,INCWMNG,BUTNOTUMITED TO, ANY IMPUED WARRANTIES OF MERCHANTABIUTY OR FITNESS FOR A PAR I CULARPURPOSE. Firt nchlAn unnce Warrantor may have purchased insurance to cover some of its warranty obligations under This Umited Warranty. Such nsurancewould provide financial assurance for War rancor's warranty obligations, but would not insure the Owner already. If Me Warrantor has purchased such insurance coverage, the Owner may request thatthe Warranmrpma deacertificateofinsurancetoevidence Warrentorspurchaseofsurhinwnnrn. Effective with installations on or after July 1, 2017 hem10110d000p5 7117 F9210 Limited Warranty Validation Card Please complete this Ism to validate your tank manufactures Limited Warranty. I his cam must be completely and accuralely tilled out and returned to STI within 30 days after the tank is installed, or within 90 days after the tank is shipped from the manufacturer, whichever demes first. Warranty Ilmitations may exist based on the product stored in the tank, please refer to the limited warranty document supplied with this form. By signing this toren, the tank owner verifies that the tank was installed in accordance with STI Installation Instructions, the product stored is compatible with the tank, and the owner has read and agrees with the terms of the Name: F921 Label: Warranted Date: Date Insta led: Installer Name of Facility (where tank Street address: Contact Name City: Owner name Mailing address: Suite: Contact Name: Phone: Fax No: city. State' Zip: Country: Email address: TANK USAGE INFORb7A770N PLEASE Tr:1.L DS ABOM WRAT THE TANK WILL STORE & TBE TYPE OF FACILITY Chack Pmduct(s) Shred In mit Tank: Check Type of Facility Where Tank Is Installed: O Gasoline ❑ Gas Station ❑ Marina ❑ Healing Oil (Peheleum #1, #2,714. #5 WHICH IS NOT HEATED) ❑ Private Residence ❑ Oil Company ❑ Diesel fuel or kemsene for providing motor vehicles O Can Dealer ❑ Fed'I Gov't(milkary, postal, parrs, banks) ❑ Generator Power Fuels ❑ Convenience Stare ❑ State Gov't (jails, parks, hwy, banks, etc) ❑ Diesel fuel or kerosene for heating premises ❑ Quick Lube ❑ Local Gov't (hi fire, police, parks, etc) ❑ #6 Heating Oil ❑ Chemicals ❑ Industrial Site ❑ Schoob (tinum college, hii high, grade) ❑ Aviation Gas ❑ Jet Fuel ❑ Hospital ❑ Apartment ❑ Biedesel ❑ E85 ❑ Airport ❑ Fleet Owner ❑ Conde Oil ❑ Waste Oil ❑ t ion, SR. ❑ Jobber ❑ 0,Mater Separator ❑ Alcohol Blended Gasoline ❑ FaruvNursery ❑ Water or Wastewater ❑ Fertilizers ❑ Other ❑ Product which is heated during storage'. ❑ Other: SIGNATURE REQUIRED My signature below verifies that this tank was installed in accordance with STI Installation Instructions, the product stored is compatible with the tank and I have read and agree with the terms of the Limited Warranty, provided with this document. Signature (of person providing this interruption): Date: Please Print Name: this it to the STI INSTITUTE a 944 Donate Court • Lake Zurich, IL 6004' E-MAIL: kmann@steeltank.com • FAX 01-10 This document is furnished as a service 10 a Steel Tank Institute member 110-40-0006 PRODUCT DATA SHEET May 29, 2020 (Revision of February 20, 2020) DURETHANETm DTM 195-3300 SERIES DESCRIPTION Two -component, DTM ur,-1 mastic PRINCIPAL CHARACTERISTICS • Direct -to -metal application, including tightly adhering rust • Low VOC • Excel lent color and gloss retention • Easy to apply by spray, roller and brush • Infinite color capability • Meets SSPC Paint 36 Level 3 • Contains no organic HAPS COLOR AND GLOSS LEVEL • Standard Color Offering, Safety Colors, Custom Colors • Gloss BASIC DATA AT 68°F (20°q Numberof components Two Volumesolids 65f 2% VOC(Suppliedl max. 2.0 birds gal(apphei 241 girl Rhaarnrrerdad dry film thickness 3.0-S0mile (75.125 pmt depending on system Thepratiol spreadin rate 348 R/116 gel for 3.0 mils(B.T m$ for 75 pm) Shelf IRe Base: at least 36 months when stored cod and dry Hardener: at least 36 months when stored cool and dry Notes: - See ADDRIONAL DATA- Oeercoating Intervals - See ADDITIONAL DATA -Curing time - Certain colors may be oflered for specifications which require 40-60 mals (100-150 pm) dry film thelmess. Please contact your PPG representative for details RECOMMENDED SUB.STRATECONDIIIONS AND TEMPERATURES • Coating performance is proportional to the deg me of surface preparation. Refer to the application Instructions for specifc primers and intermediate coats for application and curing procedures. Ensure epoxies are free from amine blush prior to overcoating. All previous coats must dry and free of contaminants. Adhere to all minimum and maximum topcoat times for specific primers and intermediate coats. Aged epoxy coati ngs require abrading poor to applying the product. A test patch over unknown coatings is recommended. Ref. P163 Page 117 12 PRODUCT DATA SHEET May 29. 2020 (Revision of February 20, 2020) DURETHANE"m DTM 195-3300 SERIES Steel • Remove weld sooner, protrusions, and laminations in steel • Remove all surface contaminants, oil and grease in accordance with SSPC SP -1 • Abrasive blast with an angular abrasive to an SSPC SP -6 or SP -10 cleanliness for optimum performance. Ach ievea surface profile of 1.5 -3.0 mils (38 -7S pm) • For maintenance and repair In atmospheric service, the product can be applied over surfaces prepared In accords nee with SSPC SP -2 or SSPC SP -3 (hand and power tool cleaning). • Apply an epoxy or Zinc rich on mer for agressive service environments Concrete • Remove all surface contaminants such as oil, grease, and embedded chemicals • Abrade the surface Per ASTM D4259 to remove all chalk and so dam glaze or lailance • Use a suitable epoxy to prime the concrete. Refer to primer data sheet for further surface preparation details Nim-fwrraus metals • Lightly abrasive blast or mechanically abrade in accordance with SSPC SP -16 to achieve a uniform and dense 1.5-4.0 mil anchor profile • Apply an epoxy primer for aggressive environments S1ainNssstael • Abrasive blast with a hard angular abrasive to achieve a uniform and dense anchor profile of 1.5-3.0 mils (38-75 pm) • Apply an epoxy primer for aggressive environments Aaed wstinas and recalre • Ensure the coating system is sound and well adhered • Do not apply over acrylic coatings or coatings that exhibit poor solvent resistance • Atest patch is recommeMed to determ ine companbil ity and adhesion • Sweep blast or othemise thoroughly abrade the existing coating in accordance with SSPC SP -7 • Alternately, PREP 88 may be used to prepare some existing coatings. Please refer to PREP 88 data sheet for details • Feather the edges of tightly adhered, intact coatings at the perimeter of repair areas • Power tool clean the existing steel in amordarce with SSPC SP-3(atmosphericservice) Substrate temperature and application wnditic ns • Surface temperature during application should be between 20•F ( -7•C) and 130'F(54'C) • Surface temperature during application should beat least 5'F13'Ci above dew point • Ambient temperature during application and curing should be between 2WF(-7-Q and 100•F(38'C) • Relative humidity during application and curing should not exceed 85% 1 Ref, P163 Page 2!7 PR0DUCT DATA SHEET May 29, 2020 (Revision of February 20, 2020) DURETHANETm DTM 195-3300 SERIES Warmina Removal of old paint by sending, scraping or other means may generate dust or fumes which contain lead. D(POSURETO LEAD DUST OR FUMES MAV CAUSE ADVERSE HEALTH EFFECTS, ESPECIALLY IN CHILDREN OR PREGNANT WOMEN. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted and approved (e A. NIOSHapproved) respirator and proper containment and cleanup. For additional information, contact the USEPA/Lead Information Hotline atl-800-424-LEAD or the regional Health Canada office INSTRUCTIONS FOR USE Mixing SI b lume•b t h Me 83'17 Pre -mix pigmented components with a pneumatic air mixer at moderate speeds to homogenize the container. Add hardener to base and agitate with a power mixer for 1-2 minutes until completely dispersed PW l fe 3 hours at 70'F (21•C) Note: See ADDITIONAL DATA - Pot life Aeolioetlon • Area should be sheltered from airborne particulates and pollutants • Ensure good ventilation during application and curing • Provide shelter to prevent wind from affecting spray patterns • Protect from moisture until dry through time is reached Material temparatpro Material temperature during application should be between 40•F (4°C) and 90-F (32•C) Air stay • A moisture and of trap In the mainline is essential Product is sensiliveto moisture contamination Volume of thinner 0-10% Nozzle orifice Approx. 0.070 in 0.8 mm) Ref. P163 Page W 12 PRODUCT DATA SHEET May 29, 2020 (Revision of February 20, 2020) DURETHANET"" DTM 195-3300 SERIES Airless spin • 28:1 pump or larger Volume of thinner 0-10% Nome orifice 0.013 - 0.015 in (approx. 0.33 - 0.38 mm) N.Ia pressure 10.3 - 17.2 MPa (approx. 104 -173 bar. 1500 - 2500 ".1.) Brush/roller • Use a high quality natural bristle brush and/or solvent resistant, 1W Or 3/8" nap roller. Ensure brush/roller is well loaded to avoid air entrainment. Multiple coals may be necessary to achieve adequate flim -build • AMERCOAT 851 flow control additive can be used to for enhanced flow and leveling with brush and roll application Recommended thinner PPG THINNER 21-85 (97-739) (to maintain less than 250 g/L), PPG THINNER 50-48 (97-735) (normal brush, roll, or spmyF PPG THINNER 9130 (97-730) or PPG THINNER 21-06(97-727) (spray), PPG THINNER 91-31(97-734) (brush and roll); use PPG THINNER 50-63 (97-736) with PPG THINNER 50-48 (97-735) for increased conductivity Volume of thinner 0-5% Cleanln isolvent PPG THINNER 90-58 (AMERCOAT 12 CLEANER) ADDITIONAL DATA Ref. M63 Page 417 12 1wocoadngwdth_ Intervr So°FnIYC1 7t1°F(21°C) 9B°F l3z°C) rtsclf Minimum 1Bhours 91 hours 4hours Maslmum Unlimited Unlimited UMlmlled ow,coating int.irvid with 97-M .... fia, D� UP to 3.0 run. (75, rut ovemoaun9 with... Interval2WF(-rCf WF( -M) 40-F (4°C) BO'F(10'10) 7f1•F(2TC) 907P2'C) usun Minimum 12 hoar. 8hour. 411 21hows 1hour less thanl hour Maximum Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Ref. M63 Page 417 12 PRODUCT DATA SHEET May 29, 2020 (Revision of February 20, 2020) DURETHANETm DTM 195-3300 SERIES Substrata NmpNature Drytotouch Dry to handle 50'Fp0•CI 3houn 19 M1oura /0'1'(21°q -- 2hours fl hours — — 90°FI32'q Ihour _ _ _ — L4 hours Mixed product temperature Pot lire SOF90°q Subatratatemp•ratun Drytotauch Dry to M1anNe 4o•FW°q (hour 4houm 50'F RO'q less than 1 hour 2 hours T F(21°q lets liter, l hour Ihour 90'F l3Tq 15mlraees Jess than l hour Mixed product temperature Pot lire SOF90°q bhows 70°FRI°CI 3Mure 90°F(32°q 1.5 hours ttemperature Potllfe 79--___ 1.b hours Ihour — 30 minutes Product Qualificall.. • SSPC Paint 36 Level3 Performance DISCLAIMER • For iMustnal or professional use only SAFETY PRECAUTIONS • For paint and recommended thinners see INFORMATION SHEETS 1430,1431 and relevant Material Safety Data Sheets • This is a solvent -borne paint and care should be taken to avoid Inhalation of spray mist or vapor, as well as contact betwcon the wet paint and exposed skin or eyes Ref. P163 Page 5!J 12 PRODUCT DATA SHEET May 29, 2020 (Revision of February 20, 2020) DURETHANETm DTM 195-3300 SERIES �,,...N d_.,<,,..m.�m,. _._. w..N_m �...�...w,..r�...ra.�..._.w..........m._..,.m_.,.ar._.r.rm WORLDWIDE AVAILABILITY It is always the aim of PPG Protective and Marina Coatings to supply the same product on a worldwide basis. However, slight modification of the product is sometimes necessary to comply with local or national rules/circumstances. Under these circumstances an alternative product data sheet is used. REFERENCES CONVERSION TABLES INFORMATION SHEET 1410 EXPLANATION TO PRODUCT DATASHEETS INFORMATION SHEET 1411 SAFETY INDICATIONS INFORMATION SHEET 1430 SAFETY IN CONFINED SPACES AND HEALTH SAFETY, EXPLOSION HAZARD- INFORMATION SHEET 1431 TOXIC HAZARD ry�r.r�.,..�,.r.Nm:b�„„r,.::,rr,m..�,r.r,:.,Bs.o.r.::<�::,arkoreaw<L m.BB.RB,NBaN.. w.:aNrrn.Wr..wc wr:.+..No.+Lo+.ERBwesFm.aaw.RRF.N.iFSL.:oBR fAOMACWRFEOFOFPJKORUSPGEOFAMEIMCLWIW Wrt110Ui JMrtN1P. 4NV OiXERN .RNamwmxexroRnrRRnaNnNn,RrosEon ux. . n m,smrrYFmux Mm%,o.Fw,ra�in.rn,m�A��.m,4:a,raaeu.,n e�rv:.wrva.m namaa,ratwm.n,.,gpur:v,u's wB..i.norrr� wleW wXIIMa„�nawometorm wlmmtln M,gr:xpM,nvr Jnwse.nmrMBurur.nM1iar,r,r:,,,r11,r. Mw', rgl.nam:Xr PPOorr.=n,rm.ammrmn,rc.,,.yWm:r,remaunea LIMITATIONS OF LIABILITY JBNBeeuENn VAMAG"INAAYMVREE.Rnom.wwxcww,wR.swnr,c.Ra.w.w<....oBe...B..m.c..m.,.r...w:,..,r:.,,..a..m....ar.r,.:...,..a.a:. m•aw.w.n.m.<..,-Irll..R.'nr,.:,..o...rk..o......w.w..... B....a...mNsy1..N. ro-,ra..B'.•:w+ro- —..<.. ..,.N. Th. B.....r .wEvr.m,....w. AVAILABILITY Pactioi 1 -gallon and 5 -gallon kits S / Ref. P163 Page i PRODUCT DATA SHEET May 29, 2020 (Revision of Pebmary 20, 2020) DURETHANETm DTM 195-3300 SERIES Ratlacicatlea o..oriPBor1 953300 953301 Neutral base' Whilebase' 953302 Yellow base 953303 Red base' 953314 Black" 95339 Hardener Notes: - 'Tintable with PERFORMCOLDR4257-linetints - "Donotrint Ref. P163 Page 7/7