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125 2' of each other; retention of clear zones (e.g. 6' sidewalk with 2' clear zone) for <br />126 parking and /or snow plowing purposes. <br />127 <br />128 Additional discussion included testing by staff of current storm sewer capacity in <br />129 conjunction with this project now that a realistic alignment had been completed as <br />130 part of the preliminary design work; where additional structures and BMP's were <br />131 indicated and sizing of pipes to reduce volume and assist pipe capacity through <br />132 use of BMP's where applicable. <br />133 <br />134 At the request of Member Stenlund, Ms. Bloom advised that discussion would be <br />135 held regarding the potential use of pervious concrete or porous bituminous, use of <br />136 infiltration BMP's depending on soil conditions in particular areas; but depending <br />137 to a great degree on cost comparisons for that newer technology. <br />138 <br />Page 4 of 11 <br />