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Spill_Prevention Compflance__.. qgr _T <br /> P.O. Box 1289........Waterford, CA 95386 Telephone: (209) 969-0851 <br /> Email: specorpghotmail.com <br /> Website: www.speplan.com <br /> Certified Assessment Form (PE) for AST Systems <br /> Assessor: Spill Prevention Compliance Corporation Onsite Assessor: Todd McWhorter <br /> P.O.Box 1289 Telephone: _(209)_969-0851__ <br /> Waterford, CA 95386 email: specorp(&hotmail.com <br /> ---------------------------------------------------------------------------------------------------------------------------------------------_-------- <br /> Client: Belkorp A&-John Deere Contact : Ricky Caraballo,Risk Process Supervisor <br /> Address: 11.20 W. Charter Wa Phonc No.: �209-252-2490 <br /> City/State/Zip; Stockton CA 95206 Date of Test: 2-6-2020 <br /> ---------------------------------------------------------------------------------------------------------_-W_ __------------------------------------- <br /> Assessment Data-Waste Oil AST -a <br /> 1.. AST Configuration & age of AST Horizontal AST Double wall steel/approx 5 Yrs_ol_d(estimated <br /> I.a. Useful Life Remaining of AST AST has approximately_35 years of remaining life (Subsection kJ-k10) <br /> 2. AST Primary vessel construction (describe) 500 gals/Waste Oil/UL# D77669749_[UL142-Container/Made <br /> to UL 142 construction standard-at least.093 in. steel thickness per UL Std for Safety for Steel Abayeground <br /> Tanks for Flammable and Combustible Liquids,suitable for containing waste oil. <br /> 3. AST piping(describe) 1 in, hydraulic hose from 1 in. elevated copper pipe from Graco Hushy_1.050 <br /> pneumatic pump to 2 in opening w/fitting,from pump for supply to top of AST. There is an inline check <br /> valve between pick up connect& pump. Piping is adequately secured, supported & protected against <br /> physical dama a and excessive stress due to settlement vibration expansion or contraction &was tested <br /> found to be in good condition & not leaking. Pipe has an inline ball-valve for manual shut down at the tank. <br /> 4. Internal/External pump description external floor-mounted-Graco Husky 1050 <br /> -pneumatic w/2 <br /> solenoid 12volt-10-200 si-wicontinuous BJ Enterprises electronic monitoring,BJ Enterprises 007 audible- <br /> visual alarms (siren alert& strobe light flashing) and BJ Enterprises 007 SV pneumatic auto shut down- <br /> External pump,which pumps from waste oil caddies from service area. Connect hoses are stored upright <br /> when not in use to prevent any spillage from the product still in the connection, <br /> hose. Ancillary equipment is <br /> secured to wall, & supported and protected against physical damage and excessive stress due to settlement, <br /> vibration expansion or contraction see is <br /> 5. AST drawing(provided/drawn: source) (see attached) <br /> 6. Design Standard (ASME, UL, etc.) UL 142-Double Wall Steel/Mfr: Superior Storage Tanks_ <br /> 7. AST foundation (describe) concrete sub-floor,Base of AST under UL 142 adequate to withstand the load <br /> of a full tank-Tank is anchored to floor. <br /> 8. AST anchoring(seismic zone/floatation risk)AST is anchored,with steel flange anchor feet, which are <br /> welded to outer shell of tank, & 1/a in. anchor bolts into the concrete pad,thru the openings provided in the <br /> tanks anchor flanges. Stockton is a roundshakin seismic region, These anchors are intended to secure the <br /> tank during a seismic event.There are two scenarios which would create loads upon them. The first scenario <br /> is an emply tank. With an empty tank the expansion anchors resist the overturning moment through their <br /> tensile(pull-out) capacity. Since the anchors are installed at the perimeter of the tank,the distance between <br /> anchors(in either direction) provides a sufficient lever arm for the concrete anchors to not exceed their <br /> allowablepull-out cagacity. The second load case is with a artiall full or full tank. In this scenario because <br /> the liquid fills the bottom of the tank and increases its weight,the governing load case becomes the shear <br /> capacity of the concrete expansion anchors In the shear loading,all anchors resist the loads and their <br /> allowable capacity is not exceeded. This load case is conservative in its analysis since it neglects the friction <br /> force created by the weight of the partially full or full tank. This tank sits on a raised concrete pad outside of <br /> the rear of the maintenance shop. AST is situated,at the South side of Maintenance Service area. The tank <br />