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Home My WebLink AboutBarber Honda Hazardous Waste Tank Assessment - Waste Oil Tank 1 2019 Hazardous Waste Tank Integrity Assessment Waste Oil Tank 1 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 1,000-gallon Waste Oil Tank 1 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 1,000 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 1. The included tank assessment sheet was completed and is included in this report (page 5). The following out-of-compliance items were identified and documented:  Tank had significant patches of missing paint, leading to surface rust.  There was evidence of a leak on the 1” pipe leading from the pump into the tank at an elbow-union joint.  Previous inspection reports indicated that the level gauge is inoperable.  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 tank has been completely repainted. Exterior surface condition is good with no sections of missing paint or surface rust.  There are no evidence of any leaks in the piping to the tank. All piping, fittings, and joints appear in good condition.  The inoperable level gauge has been removed and a new level gauge has been installed.  Sufficient seismic anchoring has been installed. 2 of 27 181255 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 3 of 27 181255 4.0 Professional Engineer Certification (per 22 CCR 66270.11) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to be the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Company: Diversified Project Services International, Inc. (DPSI) Signature: _________________________ Date: ____________________________ Name: Robert Chambers, P.E. Title: Senior Mechanical Engineer Registration: M 31647, State of California 4 of 27 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 1 2313 47" x 118" x 50"1000 UL 142 Rectangular See attached STI SP001 Inspection Report Horizontal None Aboveground Painted exterior, see visual inspection for condition Steel3 supporting feet, unanchored (Fixed: 0326/19, 6 anchors per included design) Galvanized pipe 1" ARO pneumatic diaphragm pump, located on top of tank. Krueger level gauge, located on top of tank. (03/26/19, new Krueger level gauge installed) Sentry tank monitor, located on top of tank (tested operational) Used Motor Oil 0.9500 Empty Evidence of leak at tank pump pipe, oil film on NE corner (FIXED: 03/26/19, no evidence of leaks) Not Observed Flaking paint/surface rust, approx. 2/3 top covered in old oil film (FIXED: 03/26/19, entire tank repainted) All nozzles used or capped. 5 of 27 6 of 27 181255 Attachment A Initial Findings Report of January 29, 2019 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 8 of 27 181255 Attachment B Seismic Calculations and Anchorage Design BARBER HONDA USED OIL ANCHORAGE TANK #1 (OUTSIDE TANK) 4500 WIBLE RD. BAKERSFIELD CALIFORNIA PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING PAGE A1 of 9 DPSI 181255 BARBER HONDA 03/01/19 03/01/2019 10 of 27 DISCUSSION An exisƟng oil storage tank is currently not anchored. 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 2.50kip OperaƟng weight W6.25kip 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 1652lb ME Eh 27inME 3.72ftkip Wind Load V110mphKd 0.95Kzt 1.0G0.85GCpi 0.0Exp. 'C'Cf 1.4Af 118in50in qz h0.00256ifh150.850.480h0.2105KztKdV2psfmph 2qh qz 15 FqhGCfAfF1218lbSeismic governs over wind PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING PAGE A2 of 9 DPSI 181255 BARBER HONDA 03/01/19 11 of 27 ANCHORS BOLTS Consider 2 anchors on one of the long sides. Each anchor is 1/2"Ø A316 threaded rod embedded into slab using HilƟ epoxy. Ab 0.20in2Fnt 53ksiFnv 32ksi Steel Tbu max0kipME 247in 0.90.2SDSW 4 0lbVbu Eh 2   2 Eh 23.5in 102in   2 910lb ϕVn 0.75FnvAbϕVn 4.8kip ϕTn max0.75AbminFnt 1.3FntFnt 0.75Fnv Vbu Ab  0kip ϕTn 8kip Ratiomax Vbu ϕVn Tbu ϕTn  Ratio0.19ifRatio1"OK""NG""OK" Concrete Tbu max0kipΩo ME 247in 0.90.2SDSW 4 0lbVbu Ωo Eh 2   2 Eh 23.5in 102in   2 1819lb See HilƟ Proﬁs report showing anchor meet code requirement BRACKET STRENGTH Case #1 (transverse seismic) Rh0lbRv Ωo 0.5Eh1652lbM0inlb Case #2 (longitudinal seismic) Rh Ωo 0.5Eh1652lbRv Ωo Eh23.5in 102in761lb Mu Rh2.25in3717inlb ϕMn 0.936ksi0.250.25in2.5in212656inlb Ratio Mu ϕMn Ratio0.29ifRatio1"OK""NG""OK" Weld A3inZ0.253in2 fwu Rh A   2 Mu Z   2 1.74kpi3/16" throat -->ϕFwn 31.392kpi4.18kpi Ratio fwu ϕFwn Ratio0.42ifRatio1"OK""NG""OK" PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING PAGE A4 of 9 DPSI 181255 BARBER HONDA 03/01/19 The design assumes (2) clips and anchors only on one long side. This is conservative and it works. However, the actual install will have (2) clips and anchors on each long side (4 total locations). 12 of 27 1/2"Ø 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) (3/16) TANK BASE RAIL TANK CONCRETE SLAB 1/4" PLATE x 3" SQ. . NOTE: THIS DETAIL OCCURS ON ONE LONG SIDE AT THE TWO OUTER RAILS SK-1 ELEVATION VIEW 6" = 1'‐0"1 TANK #1 ANCHOR PROJECT NO.19-0767 MORENO STRUCTURAL ENGINEERING PAGE A7 of 9 DPSI 181255 BARBER HONDA 03/01/19 SEE ICC-ES REPORT 3814 3/4" 13 of 27 181255 Attachment C STI SP-001 Formal External Inspection Report 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 15 of 27 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 .......................................................................................................... 12 16 of 27 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 17 of 27 170646 4 2.0 TANK INSPECTION DATA SHEET Tank Number Used Oil Design Standard UL-142 Product Used Oil Nameplate Legible Manufacturer Advanced Tank Mfg. Inc. Manufacture Date Unknown Manufacturer’s Serial Number None Maximum Workable Temperature (F) Unknown Warning Labels Present No Warning Label’s Condition N/A Diameter (ft.) 4’ x 9’9” Long Height (ft.) 4 Tank Capacity (Gallon) 1000 Shell Design Double Wall 18 of 27 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. This is a double wall UL142 style fuel storage tank holding Used Oil. See checklist in Section 4.0 for visual inspection results. 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 replace the Therma Gauge brand level gauge. It is currently not operable 2. It is recommended to repair/replace the Sentry Tank Monitor as it is inoperable 3. It is recommended to clean all trash and debris from around the tank as this is a fire hazard. See repair recommendations per STI SP-001 detailed in Section 7.0 of this report. 19 of 27 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 This is a double wall design tank within a fenced location. 2. Foundation Yes Concrete containment 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 Sensor Tank Monitor was tested and is inoperable at this time. 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. 16. Condition of bolted seams – pitted, corroded or undercut Not Applicable N/A 20 of 27 170646 7 17. Condition of bolted hardware and gaskets Not Applicable N/A 18. External paint coating – cracks, blistering and thinning Yes Approx. 30% failure with no pitting/corrosion noted at these locations. APPURTENANCES INSPECTED COMMENTS 19. Gauges Yes Therma Gauge level gauge is inoperable. Reads no level at time of inspection. 20. Nameplate attached Yes Legible on shell end near fenced gate. 21. Safety Valves Yes 2 – 6” 8 oz. 244 Series Emergency Vents in place. The valve sizes meet the required Emergency Venting requirements (147,000 Cubic Feet per Hour) for the tank. 1 – 2” Normal Vent 22. Grounding system No No grounding system noted. 21 of 27 170646 8 5.0 ULTRASONIC THICKNESS DATA Top Bottom North South Roof CML #1 0.139” N/A N/A N/A CML #2 0.132” N/A N/A N/A CML #3 0.143” N/A N/A N/A Roof CML #4 0.136” N/A N/A N/A CML #5 0.139” N/A N/A N/A CML #6 0.138” N/A N/A N/A 22 of 27 170646 9 6.0 PHOTOGRAPHS TANK OVERVIEW TANK OVERVIEW DIAPHRAM TRANSFER PUMP NAMEPLATE 6” 8 OZ. EMERGENCY VENTS 6” 8 OZ. EMERGENCY VENTS 23 of 27 170646 10 THERMA GAUGE BRAND INOPERABLE SNETRY TANK MONITOR INOPERABLE TOP OF TANK OVERVIEW 2” NORMAL VENT TANK LABELS USED MOTOR OIL DRUM INSIDE BUILDING 24 of 27 170646 11 TANK FOUNDATION TANK FOUNDATION DEBRIS ADJACENT TO TANK COATING FAILURE 25 of 27 170646 12 7.0 RECOMMENDATIONS RECOMMENDATION 1: DESCRIPTION: It is recommended to replace the Therma Gauge brand level gauge. It is currently inoperable. OVERVIEW RECOMMENDATION 2: DESCRIPTION: It is recommended to repair/replace the Sentry Tank Monitor as it is inoperable. OVERVIEW 26 of 27 170646 13 RECOMMENDATION 3: DESCRIPTION: It is recommended to clean all trash and debris from around the tank, as this is a fire hazard. OVERVIEW 27 of 27