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RECEIVE FEB 1 1 2� Spill Prevention Compomance Cor NjHEALTH ES P.O . Box 1259 . . ... .. . . . Waterford' CA 9.53.86 Telephone ; (2U9) .9ij -0851 Ehiail : spec:orpn trinail . c om Website : www, spcplan.com Certified Assessment Form WE-) for AST Systems Assessor : 'Spill Prevention Compliance Corporation Onsite .Assessor; Todd: +Mo. h rter P.O. Box 12$9 Telephone& (2091969 085_1 Wateirford., CA 95386 email: sip ceorp(a),hotmail oft Client: Lodi 'Chr , sler-Doda4e� en-Ram Contact Weston Boedine. Parts & Svc. Director Address: US$ So. Heckman Rd. Phone No. : 209-263-3999 City/State/Zip ;_ Lodi, CA:, 95240 . Date of Test: 06 ,1019 Assessment Data= Waste Oil AST =a 1 . AST Configuration & age of AST horizontal AST Double wall steel/approx 15vrs old( estimate )„ 1 a. Useful Life Remaining of AST AST has . a»»roximately 25 years of remaining life (Subsection V4+10) 2 . AST Primary vessel construction (describe.) . 1000 Gals/Waste- 0Jl/ # IISylatenot. accessible /UL142 Containerl Made to UL 142 construction standard=at least J23 in steeltl ickness per VL Std for Safety for Steel Aboveground Tanks for Flammable and Combustible Liquids, suitable for containing waste oil: 3 . AST piping (describe) lin, . in. etevafed copper pipe from Grano Hdslty 1050 onegmatic pump.to I In hydraulic hose to 2 in oueninu w/fitting, from 0.0mu for supply to top of AST There is an inline check valve between quick connect pick ,00. hose & num ». Pining is adequately secured, supported & Arotected against physical damage .and excessive stress clue to settlement vibration expansion or contraction, & was tested found to. be: in good condition & not. leaking: Pining has manual ball valve shut downs, 4. Internal/External puiip description_ external wall mounted Graco Husky 1050 pneumatic pump w/2 solenoid 12volt40-200psi-w/continuous electronic monitoring, WE 007 _Alarms, & IBM OOT SV solenoid pneumatic auto shut down-Externalbnm» which mumps from waste oil caddies from service area Ancillary Ugiyment is 'secured to Wall, & supported and protected against physical damage and excessive stress 'duet settlement, vibration, 21gansion or contraction (see P10 5 . AST drawing (provided/drawn: source) (see attached) 6. Design Standard (ASME, UL, etc.) UL .142+ -Double Wall Steel Mr.. Containment Solutions 7 . AST foundation (describe) _ concrete sub4loor; Base of AST under UL 142 adequate to withstand the load of a hill tank-Tank is anchored to floor: . 8. AST anchoring (seismic zone/floatation risk) AST is anchored, with . steel flanges which are . braced against outer shell ofHoly tank.. base & % in, anchor bolts -into the concrete floor Lodi is a (kroundshaking/ 1 . liquefaction) seismic region. AST U situated in secured locked lubrieants ` roonn at Westside rear of Service area. . The tanks are unlikely to move outside the enclosure in a seismic event or a floodin eg venit 4 9: AST will withstand frost-heave XX Yes No. AST is located in secured lubricants rooni at rear of Service- Area building not- subject to weather conditions 10 AST previously relocated? Yes XX No € 11 . AST Corrosion. i'rotection Tank is . covered in paint, with no evidence of external. corrosion. . Tank has no specific. corrosion protection beyond the pabit. No hart o€ the AST touches the ground The base of the AST is steel, raised 3 inches from the concrete mad There is no evidence of internal corrosion taking place Tank' s'. construction material is. .carbon steel,