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27 August 2012 <br /> AGE-NC Project No. 12-2181 <br /> Page 6 of 6 <br /> 5.2. SEISMIC ANCHORING <br /> AST seismic anchoring is not required based on seismic shear moment and over turn <br /> calculations, discussed in section 5.1. <br /> 5.3. INTEGRITY EVALUATION FINDINGS <br /> Based on the calculations discussed in Section 5.1., the AST has sufficient integrity for its <br /> intended use. The total seismic load of the tank is calculated at 930 Ibf when empty and <br /> 5,517 Ibf when full. <br /> 6.0. DISCREPANCIES AND NON-COMPLIANT ISSUES <br /> No initial discrepancies or repairs were observed during the inspection and AST <br /> assessment conducted during the July 2011 evaluation event. <br /> 7.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily <br /> exercised by environmental consultants practicing in this or similar localities. The findings <br /> were based upon results provided by an independent subcontractor. Evaluation of the <br /> conditions at the site for the purpose of this investigation was made from a limited number <br /> of available data points (field measurements) and conditions may vary away from these <br /> data points. No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions and recommendations contained in this report. <br /> Advanced GeoEnvironmentsl,Inc. <br />