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I <br />w1 <br />I <br />i <br />i <br />1 <br />i <br />i <br />1 <br />i <br />I <br />j <br />1 <br />j*• <br />1 <br />1 <br />^9 <br />1 <br />of storace required to prevent the flood <br />r.:errrou"rL^ng*ro;e^than\ foot. <br />“• 15'orinrf-ral4-rourri5trear1fo?n!“"" <br />Storn water runoff storage ^,°tr^ould riic““ <br />one-h^l" i ?'??^it«nt oUshlands. Theboth the permanent and in into a percentag <br />rf”i;“marsh *the3 «ea ind sub-watershed <br />drainage area. *“'’"!fJa®efore. the percentage „ <br />storage required. indicates the Pto.””marsh required for storg sub-watershed. <br />required compared with assimila- <br />Using the phorphorus (ar$hoin in Table 2) and <br />“rpar:rwirh The PoJ^t^^^load^for^^e^ area <br />?rore“‘^TL outlet fro- -y-rs^^ storage <br />rot'^ffoc^f under normal operation. <br />The potential duck pond areas^were^cal^^^^^^ <br />s r;r.sins:.r. <br />rf'rorrally ^r/ areas aro^-^i^s can be excavated, <br />onl: one-iittn oi. <br />VI-6