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.. , <br />_ � <br />ATTACHMENT "�" <br />Midas Tracy <br />�6'f5 Worst Grant Lins R�7ad, <br />Tracy, GA 95376 <br />Scope: Prepare Hydrostatic and Seismic Analysis far the Hazardous Waste Tank A$sessment performed by <br />Jeff 8elw©od, pE <br />SliflC?�it�t�h�F'$%�11'►�#ei'�'",., i,��e•� � ...' <br />docupa�nGy Category (ASCE 7-10 Table 1.5-1 } <br />III <br />Site C(assificatian (ASCE 7-10 Section 20.1) <br />p <br />Zlp Cade <br />95376 <br />Mapped Spectral Acceleration Value of flack (Short Period}, S�(t1S�5} <br />1.184 g <br />Mapped Spectral Acceleration Value of mock (1 -Second Period), S� (USGS) <br />0,413 g <br />Site (Amplification) Coefficient, FB (USta5} <br />1.200 <br />Site (Amplification) Coefficient, F„ (US�aS) <br />Null <br />Maximum Considered EarthquakelSite Modified (MCE) Spectral Response Acceleration <br />Value (Short Period), SM$ (USGS) <br />1,421 g <br />Maximum Considered Earthquake/Site Modified (MCE) Spectral Response Acceleration <br />Value (1 -Second Period}, SNS (USGS) <br />Null <br />Design Spectral Acceleration Value {Short Period), Sas (USGS} <br />O,g4$ g <br />Design Spectral Acceleration Value (1 -Second period), Sri (tJSCS} <br />Nufl <br />Amplification Factor, ap (ASCE 7.10 Table 13.fi-1 } <br />1,00 <br />Response Modification Factor, t7p (Eetweerr 1.0 and 12.0} (ASCE 7-10 Table 13.6-1) <br />1.50 <br />Importance Factor, tP (ASCE 7-10 Section 13.1.3) <br />1,50 <br />Ct (ASCE 7-10, TaES(e 12.8-2} <br />q,p2 <br />x (ASCE 7-10, Table 12.8-2) 0.75 <br />i6f_$iIC.®.Cades/Sfandards: <br />201t� Califam(a Building Code <br />ASCE 7-10 "Minimum assign Ltrads for Euilding and Qthar Structures" <br />U,S� Seismic Qesign Map$ W®b Application <br />Seismic/Anchoring Findings: The tank as designed and ap$rated, and the containment area in which it is <br />Iccatgd proved to bs seismically sound. <br />_� <br />Robert F. Martin, PE C-53437 <br />Expires: 6/3012019 <br />Date: �'�� ��� <br />aTa[� xx3 f�z:aa a�aziaai�a <br />