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was determined that secondary containment far exceeds the I 10% volume of the used oil tank. The <br />secondary containment does not have a drain system, and storm water must be pumped out (See <br />Inspection Data Sheet attached). <br />Used Tank Integft Test <br />1-04 visible sign of amX=ent or -iast leakagtfromAhia-w-wle- <br />L# <br />oil tank. On 9/29/2008 a 5 PSI pressure test was applied to the tank and the two foot of product in the <br />used oil tank. Jim Thorpe Oil provide the manpower and equipment to make the tank air tight and <br />pressurize the tank. The tank was pressurized slowly with a visual check of all welds and piping as the <br />pressure was increased to 5.0 PSI (See inspection data sheet attached for details of the test). Two air <br />leaks were found by soap solution and repaired by tightening access bolts and a pipe plug. The tank <br />remained under 5 PSI pressure for 2.5 hours without any pressure loss. No stress cracks or welding <br />maintain a 5.0 PSI on the tank (See Inspection Data Sheet attached). <br />Used Oil Tank Anchorap-e Design <br />On inspection of the used oil tank, it was observed that the used oil tank was not constructed with <br />grtr-WIMM g-WCUMMM MWE M-*IsTiIo rop�r anchorage -W <br />Astem was designed b -p the author to prevent <br />movement of the tank as directed by the 1997 California Building Code (See attached drawing and <br />calculations). The tank owner installed the seismic anchorage to the used oil tank. <br />Ily <br />On the date of this inspection and with the seismic anchor retro fit, this used oil tank meets or exceeds <br />the requirements of both the State and County codes. <br />I, Ervin Rifenburg, PE, certify under penalty of law, that this document and all attachments were <br />-Ti4j,-valuate *e iiTfowratim sub-irfimed. Based on my inouiry of tmhe rbson <br />—11MMORMli ffM1M1t-T47MsT4Ri I I M- <br />TL VAA W <br />of fine and imprisonment for knowing violations. <br />9 <br />ON <br />Attachments: Tank Plot Plan, Tank Vertical View, Seismic Load and Anchor Design Calculations, <br />III 111=11111111 11 11�11II�11�1r�� <br />NUM!"I ��i, 41 iiicmli H�� <br />,F) <br />