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Option 2A Infiltration Trench Design Worksheet <br />BMP T5.10A Roof Downspout Full Infiltration <br />Downspout full infiltration systems are trench or drywelI designs intended for use in infiltrating runoff from <br />roof downspout drains. They are not designed to directly infiltrate runoff from pollutant generating <br />impervious surfaces. Projects that infiltrate runoff from pollutant generating surfaces must provide <br />treatment prior to infiltration. <br />Infiltration Trench <br />The minimum trench length is based upon the soil type in the location of the infiltration trench. The soils <br />reportwil I provide the USDA Soil Type. The table below provides the minimum trench length per 1,000 <br />ft2 of contributing impervious area. Infiltration trenches shall be designed in accordance with the <br />SWMMWW. <br />Table 2A-Small Proiect Infiltration Trench Design <br />OtMinimum <br />rench length <br />Minimum <br />bottom area of <br />000 ft2 <br />trench square <br />of impervious <br />area <br />ft per 000 <br />pervious <br />of imarea <br />sand" (more than 50% of sand fraction remains on #4 sieve) <br />20 <br />40 <br />"Medium sand" (more than 50% of sand fraction remains on #40 sieve) <br />30 <br />60 <br />Loamy sand <br />75 <br />150 <br />Sandyloam <br />125 <br />250 <br />Loam <br />190 <br />380 <br />Silt loam <br />275 <br />550 <br />Trench length required (ft) = Impervious area (ft2) *((minimum trench length) (ft)) <br />1000 (ft2) <br />• Net new impervious area requiring mitigation (ft2): <br />USDA Soil Type per soils report: <br />Trench length required: <br />(Trench length cannot exceed 100 ft. If length exceeds 100 ft, multiple trenches will be required.) <br />• Number of trenches: <br />Length of each trench: <br />The following setback and design requirements have been met: <br />I. The maximum length of the trench shall not exceed 100 feet from the inlet sump. <br />2. The minimum spacing between trench centerlines shall be 6 feet. <br />3. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and <br />report may be required on slopes over 15%, or if the proposed trench is located within 200 feet of the <br />top of a slope steeper than 40%, or in a landslide hazard area. <br />City of Everett Public Works <br />Small Project Stormwater Site Plan Report for Projects in 13 <br />the Combined SewerArea-September 2022 <br />