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6.E. - Page 60 of 81 <br />H <br />Exhibit B <br />Siteplan of Stormwater Treatment Measures <br />GRAPHIC SCALE <br />40 0 40 80 <br />LEGEND <br />® CONCRETE PAVEMENT <br />© ROOF/PODIUM <br />CONVENTIONAL PERVIOUS <br />^�+ DMA BOUNDARY <br />�ADFORD STREET <br />DMA U2/ .c <br />LLQLLLLII <br />Lo <br />gN�-,�-LLL °n <br />oow,;_LLL m�� <br />WE) <br />L <br />.o�Lf s'm <br />a,Ll�➢.LL <br />I <br />LLLL <br />LLLL <br />LLLLLLLLLI <br />LLLLLLLLLI <br />LLLLLLL I <br />DMA SUMMARY TABLE: <br />CONVENYIONAL SURFACES <br />TOTAL <br />DMA NAME <br />DRAINS TO <br />TREATMENT <br />TREATMENT <br />pip <br />PAVE?104T <br />PO�DIUIM LANDSCAPE <br />REOIAR® <br />PROV[lED <br />(S,) <br />DMA -1 <br />MEDIA FILTER <br />18,038 305 <br />3 FILTERS <br />3 FILTERS <br />18.343 <br />DMA72 <br />2X SILVA CELLS <br />1 871 <br />75 <br />21 CELLS <br />28 CELLS <br />10,748 <br />DMA -3 <br />2X SILVA CELLS <br />9018 <br />1 150 1 <br />18 CELLS <br />18 CELLS <br />9188 <br />530 <br />BRADFORD STREET <br />ATTYlAGR.2020.0751nlndy Hili PV Five CM, LLC (Page 11 of 21) <br />149 <br />