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<br />LO~CL'JS1Q!1S <br />(1) Cut ano fill sections to an aparoxi~at2 naximun 5-fan*_ death will <br />be rewired witt.in thN naintenance b~~ilrir,n area. Straio~+*_-s'»ft <br /> <br />piers or sore an footing faun~~atirn syste•ns aC~ear ~~iest feasible <br />for support of the ~runosen structur?. <br />(2) Excavation within tie proaosed anderground diesel f:~el story?P <br />*_anks will he into ,lard sil*.ston~ bedrock nelow ae?roYinate de9t`i <br />~.f2et. Excavation will oe oelow free water level an~i de••,aterinc± <br />should be possible fror, ::ithin the excavation. The tank she~!ld <br />also be designed to resist ouoyancy due to a rising free ;cater. <br />level or provided r~ith an undardrdin sy5tert. <br />(3) 'The praeosed absorption field will be based ,•,itiin stiff clay <br />soils overlying siltstone he~!rock at anproxi^~ate y-foot dew*_h. <br />Satisfactory percolation rates Nere not obtaine^_, and the <br />abso n tion field shoul,l he designed as a special syste^+. <br /> <br /> <br />