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INFILTRATION BMPS <br />T5.15 Permeable Pavements <br />Project submission requirements include submitting results of infiltration (Ksat) testing, groundwater <br />elevation testing (or other documentation and justification for the rates and hydraulic restriction layer <br />clearance) with the justification for the feasibility decision regarding permeable pavement, and as <br />justification for assumptions made in the runoff modeling. <br />BMP T5.14A • Rain Garden <br />The top of the ponded surface area below the overflowlshall be at least 5% of the total hard surface area <br />draining to the rain garden. If lawn/landscaped areas will also be draining to the rain garden, it is <br />recommended that the top of the ponded surface area below the overflow be increased by 2% of the <br />lawn/landscaped area. The table below provides rain garden geometry based upon contributing area. Refer <br />to the Rain Garden Handbook for Western Washington: A Guide for Design, Installation, and Maintenance <br />(Hinman et.al. 2013) for construction guidance. Rain gardens shall be designed in accordance with the <br />SWMMWW. <br />Side Contributing Minimum Top of Minimum Bottom Minimum Top <br />Slope Area Ponding Area of Ponding Area of Berm Area <br />(ft2 i (ftl) r �i (ft2) (ft2) <br />Hard surface area requiring mitigation (ft2): <br />Lawn/landscape contributing area (ft2): —. <br />, Total contributing area (ft2): <br />Top of Ponded Surface Area (ft2) = 0.05*(total hard surface area (ft2)) + 0.02*(lawn/landscape area (ft2)) <br />= 0.05*(ft2) + 0.02*( 112) <br />ft2 <br />City or Everett Public Works <br />Small Project Stormwafer Site Plan Report -Dec 2019 41 <br />