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Home My WebLink AboutBarber Honda Hazardous Waste Tank Assessment - Waste Oil Tank 2 - Stamped, Signed 2019 Hazardous Waste Tank Integrity Assessment Waste Oil Tank 2 Barber Honda Location: 4500 Wible Road Bakersfield, CA 93313 March 28, 2019 Prepared by: Ryan McCalman 5351 Olive Drive, Suite 100 Bakersfield, California 93308 181255 1.0 Introduction Diversified Project Services International, Inc. (DPSI) has prepared the following Hazardous Waste Tank Integrity Assessment for Barber Honda in Bakersfield, CA. The 600-gallon Waste Oil Tank 2 is used to store used motor oil, which is a California-regulated hazardous waste. California Code of Regulations (CCR) Title 22 Section 66265.191(a) requires the owner or operator of a facility to obtain and keep on file at the facility a written assessment reviewed and certified by a California-licensed Professional Engineer that attests to the tank system’s integrity. Site Information 1.1 Location The site is located off of Hwy 99 at 4500 Wible Rd. in Bakersfield, CA. 2.2 Site Use The site is a Honda dealership service department. The 600-gallon tank stores used motor oil, which is a waste regulated as hazardous waste by California, but not by the federal Resource Conservation and Recovery Act (RCRA). 2.0 Tank Integrity Assessment This assessment demonstrates that Waste Oil Tank 1 is in compliance with the requirements for tanks used to store, accumulate, or treat hazardous waste, per 22CCR, Sections 66265.191, 66265.192, and 66265.193. A site visit was carried out by a DPSI engineer on January 29, 2019 to assess the condition of Waste Oil Tank 2. The included tank assessment sheet was completed and is included in this report (page 4). The following out-of-compliance items were identified and documented:  The Sentry tank alarm was not accessible for testing.  The tank had no seismic anchoring. A follow-up site visit was carried on March 26 by DPSI, which verified that all out-of- compliance items had been rectified. These are recorded on the original tank assessment sheet, and are as follows:  The Sentry tank alarm was accessible, tested, and found operational.  Sufficient seismic anchoring has been installed. As well as the tank assessment sheet, a sketch of the tank and its associated piping is included in this report. Additionally, please see the following attachments:  Attachment A: Initial Findings Report of January 29, 2019  Attachment B: Seismic Calculations and Anchorage Design  Attachment C: STI SP-001 Formal External Inspection Report 2 of 24 1:22CCR66265.191(g)(3)4:22CCR66265.191(g)(2)7:22CCR66265.191(g)(5)10:22CCR66265.191(g)(4)13:22CCR66265.191(g)(8) 2:22CCR66265.191(g)(10)5:22CCR66265.191(g)(2)(A)8:22CCR66265.191(g)(2)(C)11:22CCR66265.191(g)(6)14:22CCR66265.191(g)(9) 3:22CCR66265.191(g)(1)6:22CCR66265.191(g)(2)(B)9:22CCR66265.191(g)(2)(D)12:22CCR66265.191(g)(7)15:22CCR66265.191(g)(2)(E) TankInformationDate:_______________________ TankName:_______________________ Dimensions/Diameter:______________ TankAge1:___________________YRS GrossCapacity3:_______________GAL EstimatedTankLife2:_________YRS DesignStandard4: TankConstruction Shape: Configuration3: Tankis: Material5:_________________ TankThickness&TestMethod6:_______________________________________________________ LiningType&Thickness:____________________________________________________________ CorrosionProtectionDescription7:_____________________________________________________ StructuralSupport:_________________________________________________________________ Otheridentifyingfeatures:___________________________________________________________________________________________ Piping&AncillaryEquipment Material8:__________________________Diameter8:_______ PumpLocation(s)/Specifications9:______________________________________________________________________________________ LeakDetectionLocation(s)/Specification10:______________________________________________________________________________ Spill/OverfillPreventionLocation(s)/Specification11:_______________________________________________________________________ MaterialStorage12 Material:_____________________SpecificGravity:__________OperatingCapacity:___________GAL VisualInspection13 Attimeofinspection,tankis: VisualEvidenceofLeaks:_____________________________________________________________________________________________ InteriorSurfaceCondition:____________________________________________________________________________________________ ExteriorSurfaceCondition:___________________________________________________________________________________________ AppurtenanceCondition:____________________________________________________________________________________________ TankSystemIntegrityExaminationResults14:SeeattachedSTISP001Inspectionreport. TankSketch15:Seeattachedtanksketch. 01/29/19 Waste Oil Tank 2 1215 73" x 33" x 61"600 UL 142 Rectangular Horizontal Aboveground See attached STI SP001 inspection report None Exterior paint, good condition Steel4" C-channel supports (x3), anchor bolts (x2) (Fixed: 03/26/19, per incl. design) Champion air dryer located on top of tank Galvanized pipe 1" Pump is located in lube shop bay, outside of tank room Krueger level gauge, located on top of tank Sentry tank monitor, located on top of tank (tested operational) Used Motor Oil 0.9 500 Full None Not Observed Good, paint is clean and intact All nozzles capped, no leaks apparent 4 of 24 5 of 24 181255 Attachment A Initial Findings Report of January 29, 2019 6 of 24 5351 Olive Drive, Suite 100, Bakersfield, CA 93308 P: (661) 371-2800, F: (661) 371-2801 www.dpsiinc.com January 29, 2019 Steven Steele Barber Honda 4500 Wible Rd. Bakersfield, CA 93313 Subject: Initial Findings Report Mr. Steele, During my site visit today as part of the Hazardous Waste Tank Assessment, I identified certain discrepancies that must be documented in the assessment and remedied prior to our issuing a stamped Assessment (CCR 66264.191(h)(9)). Per our conversation, I have included them in this report so you can begin taking care of these issues while we are in the process of generating the report and some additional quotes for structural calculation and design. I have also included the applicable CCR for each discrepancy. Outside Tank (1000 gal)  Tank has significant patches of missing paint, leading to surface rust. Clean tank and repaint. CCR 66264.192(l)(9)  There is evidence of a leak on the 1” pipe leading from the pump into the tank at an elbow-union joint. Repair and eliminate leak. CCR 66264.192(e)  Previous inspection reports indicate that the level gauge is inoperable. Ensure that the level gauge works, or replace. CCR 66264.192(l)(6) Lube Shop Tank (600 gal)  Unable to reach Sentry tank alarm to test. Test alarm, change battery or replace unit if necessary. CCR 66264.192(l)(6) On both of these tanks, the seismic anchorage is likely insufficient. This will be noted in the formal report, however since there is no way to remedy this prior to structural calculations and design, they are not noted here. If you have any questions regarding these modification, please let me know. Thank you, Ryan McCalman 7 of 24 181255 Attachment B Seismic Calculations and Anchorage Design 8 of 24 BARBER HONDA USED OIL ANCHORAGE TANK #2 (INSIDE TANK) 4500 WIBLE RD. BAKERSFIELD CALIFORNIA 03/01/2019 PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING DPSI 181255 BARBER HONDA 03/27/19 9 of 24 DISCUSSION An exisƟng oil storage tank is currently 2 places on one side (long side). The tank is a ﬂat boƩom tank on rails supported by concrete foundaƟon. These calculaƟons are for the anchor design of the tank. DESIGN CODES AND STANDARDS 2016 California Building Code DESIGN LOADS Occupancy Risk Category II I1.0 Gravity Loads Empty weight Wempty 1.60kip OperaƟng weight W5.35kip Seismic Load Site locaƟon: 35.3132N, -119.0379W Site Class 'D'Design Category 'D'SDS 0.793 Equivalent lateral force procedure System:Non-Building, not similar to building, elevated tanks on braced legs R3Ωo 2.0Cs SDS I RCs 0.264Eh Cs WEh 1414lb ME Eh 34.5inME 4.07ftkip PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING DPSI 181255 BARBER HONDA 03/27/19 10 of 24 ANCHORS BOLTS Consider 2 anchors on the long side. Each anchor is 3/8"Ø F1554 grade 36 threaded rod embedded into slab using HilƟ epoxy. Ab 0.11in2Fnt 45ksiFnv 27ksi Steel Tbu max0kipME 233in 0.90.2SDSW 4 0lbVbu Eh 2   2 Eh 16.5in 73in   2 776lb ϕVn 0.75FnvAbϕVn 2.2kip ϕTn max0.75AbminFnt 1.3FntFnt 0.75Fnv Vbu Ab  0kip ϕTn 3.5kip Ratiomax Vbu ϕVn Tbu ϕTn  Ratio0.35ifRatio1"OK""NG""OK" Concrete Tbu max0kipΩo ME 233in 0.90.2SDSW 4 487lbVbu Ωo Eh 2   2 Eh 16.5in 73in   2 1552lb See HilƟ Proﬁs report showing anchor meet code requirement PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING DPSI 181255 BARBER HONDA 03/27/19 11 of 24 BRACKET STRENGTH Case #1 (transverse seismic) Rh0lbRv Ωo 0.5Eh1414lbM0inlb Tbu max0kipΩo ME 233in 0.90.2SDSW 4 487lb Mu Tbu 3inMu 1461inlb ϕMn 0.936ksi0.251.625in0.25in2823inlb Ratio Mu ϕMn Ratio1.78ifRatio1"OK""NG""NG" Add L 1 1/2 x 1 1/2 x 3/16 angle reinforcement OK by inspecƟon Case #2 (longitudinal seismic) Rh Ωo 0.5Eh1414lbRv Ωo Eh16.5in 73in639lb Mu Rh3.25in4596inlbϕVn 0.90.636ksi0.25in1.625in0.56in5176lb Ratio Rh ϕVn Ratio0.27ifRatio1"OK""NG""OK" ϕMn 0.936ksi0.250.25in1.625in25347inlb Ratio Mu ϕMn Ratio0.86ifRatio1"OK""NG""OK" Weld L shaped weld, 3/16" throat, each leg length = 1.5" A21.5inZ1.5in0.51.5in fwu Rh A   2 Mu Z   2 4.11kpiϕFwn 31.392kpi4.18kpi Ratio fwu ϕFwn Ratio0.98ifRatio1"OK""NG""OK" 3/8" x 4 1/2" LONG A316 THREADED ROD EMBEDDED 3" USING HILTI HIT-RE 500 V3 EPOXY INSTALLED IN STRICT ACCORDANCE WITH HILTI SPECIFICATIONS (INDEPENDENT SPECIAL INSPECTION REQUIRED). SEE ICC-ES REPORT 3814 PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING DPSI 181255 BARBER HONDA 03/27/19 12 of 24 181255 Attachment C STI SP-001 Formal External Inspection Report 13 of 24 ATMOSPHERIC STORAGE TANK INSPECTION REPORT In Accordance with STI SP-001 Barber Honda Facility/ Location: 4500 Wible Rd, Bakersfield, CA 93313 Tank Description: Used Oil Storage Tank Number: Used Oil Inspection Type: Formal External Inspection July 6, 2017 Prepared by: 5351 Olive Drive, Suite 100 Bakersfield, California 93308 14 of 24 170646 2 Table of Contents 1.0 JOB INFORMATION ................................................................................................................ 3 2.0 TANK INSPECTION DATA SHEET ....................................................................................... 4 3.0 PROJECT SUMMARY .............................................................................................................. 5 4.0 TANK INSPECTION CHECKLIST ........................................................................................ 6 5.0 ULTRASONIC THICKNESS DATA ....................................................................................... 8 6.0 PHOTOGRAPHS ....................................................................................................................... 9 7.0 RECOMMENDATIONS .......................................................................................................... 11 15 of 24 170646 3 1.0 JOB INFORMATION Job Location Barber Honda 4500 Wible Rd, Bakersfield, CA 93313 Customer Representative Jonathan Ekegren Job Charge Number N/A DPSI Job Number 170646 Inspection Personnel Provided Brian Wilson STI SP001 Certified Inspector 16 of 24 170646 4 2.0 TANK INSPECTION DATA SHEET Tank Number Used Oil Design Standard Unknown Product Used Oil Nameplate None Manufacturer Unknown Manufacture Date Unknown Manufacturer’s Serial Number Unknown Maximum Workable Temperature (F) Unknown Warning Labels Present No Warning Label’s Condition N/A Diameter (ft.) 32” Wide x 6’ Wide Height (ft.) 5 Tank Capacity (Gallon) ~600 Shell Design Unknown 17 of 24 170646 5 3.0 PROJECT SUMMARY A STI SP001 Formal External Inspection was completed as requested by Barber Honda. External visual with ultrasonic thickness readings on roof only were taken. The design of the tank is unknown as no nameplate is visible on the 2 sides of the tank that are accessible. Tank site inside of a room at the oil change center and 2 sides of the tank are not accessible. Tank is currently holding Used Motor Oil. No past formal or periodic inspection reports available for review. As a result of this inspection if all repair recommendations are completed the tank is suitable for continued service. See checklist in Section 4.0 for visual inspection results. Repairs recommended as a result of this inspection include: 1. It is recommended to install the missing 2” threaded cap. See repair recommendations per STI SP-001 detailed in Section 7.0 of this report. 18 of 24 170646 6 4.0 TANK INSPECTION CHECKLIST The following details all inspection findings and recommendations. TANK INSPECTION CHECKLIST SECONDARY CONTAINMENT, FOUNDATION & SURROUNDING AREA INSPECTED COMMENTS 1. Secondary Containment Yes Unknown if this is a double wall tank. 2. Foundation Yes Concrete foundation is good serviceable condition. 3. Cavities or holes under foundation Yes No issues with concrete foundation. 4. Settlement Indications Yes No settlement noted. 5. Supports – corrosion, pitting, bending Yes No issues noted. 6. Support bolts – corrosion, loose, elongation, material spec Yes No issues noted. 7. Sumps, storm drains, rain water valves Not Applicable N/A 8. Leak detection Yes Tank is equipped with a Sentry Tank Monitor for tank level and alarm system. Current system was checked and is operable. ACCESS STRUCTURE INSPECTED COMMENTS 9. Stairways and ladders – corrosion, broken Not Applicable N/A 10. Stairway ladder cages – corrosion, pitting, broken, paint failure Not Applicable N/A SHELL INSPECTED COMMENTS 11. Insulation – cracking, leaking, moisture under weather jacket Not Applicable Not insulated. 12. Shell pitted or corroded – cuts or gouges Yes No corrosion noted. 13. Deformation of shell – banding, peaking, bulging, flat spots Yes No issues noted 14. Indication of shell leaks Yes No past or present leaks noted. 15. Condition of weld seams – pitted, corroded or undercut Yes Good serviceable condition. 19 of 24 170646 7 16. Condition of bolted seams – pitted, corroded or undercut Not Applicable N/A 17. Condition of bolted hardware and gaskets Not Applicable N/A 18. External paint coating – cracks, blistering and thinning Yes External coating in excellent condition. APPURTENANCES INSPECTED COMMENTS 19. Gauges Yes Therma Gauge level gauge is operable. 20. Nameplate attached Yes No nameplate visible on the two accessible sides of the tank. 21. Safety Valves Yes 1 – 4” 8 oz. 244 Series Emergency Vent meets relief capacity requirements. 1 – 2” Normal Vent 22. Grounding system No No grounding cable noted. 20 of 24 170646 8 5.0 ULTRASONIC THICKNESS DATA Top Bottom North West Roof CML #1 0.118” N/A N/A N/A CML #2 0.119” N/A N/A N/A CML #3 0.119” N/A N/A N/A Shell Front CML #4 N/A N/A N/A 0.145” CML #5 N/A N/A N/A 0.146” CML #6 N/A N/A N/A 0.146” Shell Side CML #7 N/A N/A 0.148” N/A CML #8 N/A N/A 0.146” N/A CML #9 N/A N/A 0.144” N/A 21 of 24 170646 9 6.0 PHOTOGRAPHS TANK OVERVIEW TANK OVERVIEW AIR DRYER TANK LABELS THERMA GAUGE LEVEL INDICATOR 2” NORMAL VENT 22 of 24 170646 10 SENTRY TANK MONITOR BY BJ ENTERPRISES 2” VENT MISSING CAP 4” 8 OZ. EMERGENCY VENT CAPPED 4” OPENING FOUNDAITON / DEBRIS TANK DRAIN 23 of 24 170646 11 7.0 RECOMMENDATIONS RECOMMENDATION 1: DESCRIPTION: It is recommended to install the missing 2” threaded cap. OVERVIEW 24 of 24