COMPLIANCE INFO_2019 - Laserfiche WebLink

Home Browse Search

Spill Prevention Compliance Corporation P.O. Box 1289........Waterford, CA 95386 Telephone: (209)969-0851 Email: agmM@hotmaii.com Website: www.spcpian.com Certified Assessment Form (PE) for AST Systems Assessor: Spill Prevention Compliance Corporation Onsite Assessor: Todd McWhorter P.O.Box 1289 Telephone: (209)969-0851 Waterford,CA 95386 email: spccory(ftotmail.com Client: Chase Chevrolet Contact : Alex Robinson,Service Manager Address: 6441 Holman Rd. Phone No.: 209475-6640 City/State/Zip; Stockton, CA 95212 Date of Test: 10-9-19 Assessment Data-Waste Oil AST-b 1. AST Configuration &age of AST Horizontal AST Double wall steeVapprox 14 yrs old{0812005) Ia. Useful Life Remaining of AST AST has avoroximately 30 years of remaining life (Subsection kl-k10) 2. AST Primary vessel construction(describe) 1500 gals/Waste Oil/UL# P-77880/UL142-Container/Made to UL 142 construction standard-at least.167 in.steel thickness pjr UL Std for Safety for Steel Aboveground Tanks for Flammable and Combustible Liquids,suitable for containing waste oil. 3. AST piping(describe) 1 in. hydraulic hose to 1 in.copper pipe from four(4)Graco Husky 1040 pneumatic pumps to 1 in. hydraulic hose to 2 in openine wlfittins,from pump for supply to top of AST.There is an inline check valve between sugPly hoses & Pump. Piping is adequately secured supeorted& protected a ninst physical dama a and excessive stress due to settlement vibration expansion or contraction & was tested,found to be in good condition& not leaking. 4. Internal/External pump description external steel pillar mounted four 4 Graco Husky 1040 pneumatic pumps w/2 solenoid 12volt-10-200psi-w/continuous electronic monitoring& pneumatic auto shut down- Pumping is Initially from op2rations containment boxes to numv via hydraulic hoses and then to the AST. External pump,which lRamps from traveling containment boxes which receives roduct from vehicles above and then is pumpgd into the AST. The pumps have an inline check valve to prevent siphoning thru sunply hoses. Ancillary equipment is secured to wall &supported and Protected a ninst iphysical dama a and excessive stress due to settlement,vibration expansion or contraction see is 5. AST drawing(provided/drawn: source) (see attached) 6. Design Standard(ASME, UL,etc.) UL 142-Double Wall Steel/Mfr: Containment Solutions 7. AST foundation(describe) concrete sub-floor,Base of AST under UL 142 adequate to withstand the load of a full tank-Tank is anchored to concrete basement floor. 8. AST anchoring(seismic zone/floatation risk)AST is anchored,with steel flange anchor feet, which are welded to outer shell of tank, &3/4 in. anchor bolts into the concrete floor,thru the openings provided in the tanks anchor flanges. Stockton is a(eroundshaking)seismic region, These anchors are intended,to secure the tank durin a seismic event.There are two scenarios which would create loads upon them. The first scenario is an empty tank. With an empq tank, the exaansion anchors resist the overturning moment through their tensile(Pull-out cuipacity. Since the anchors are installed at the Mrimeter of the tank the distance between anchors in either directionprovides a sufficient lever arm for the concrete anchors to not exceed their allowablepull-out capacity. The second load case is with a partially. full or full tank. In this scenario because the liquid fills the bottom of the tank and increases its weight,the ooverning load case becomes the shear capacity of the concrete expansion anchors In the shear loading,all anchors resist the loads and their C) allowable capacity is not exceeded. This load case Is conservative in its analysis since it neglects the friction force created by the weight of the aartially full or full tank. This tank's rear is against the concrete suvvort structure at the wall,which further acts as a barrier to movement in the event of an earthquake.AST is