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3903 FRIDAY AVE 2023-07-31
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3903 FRIDAY AVE 2023-07-31
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7/31/2023 11:36:15 AM
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7/31/2023 11:26:40 AM
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FRIDAY AVE
Street Number
3903
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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 drywell designs intended for use in infiltrating runofffrom <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 />reportwill provide the USDA Soil Type. Thetable below provides the minimum trench length per 1,000 <br />ft' of contributing impervious area. Infiltration trenches shall be designed in accordance with the <br />SWMMWW. <br />Trench length required (ft) = Impervious area (ftt) *((minimum trench length)(ft)) <br />1000 (fts) <br />• Net new impervious area requiring mitigation(Rr): <br />• USDA Soil Type per soils report <br />• Trench length required: <br />(Trench length cannot exceed 100 ft. If length exceeds 100 R, 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 ofEvereb Public Wads <br />Small Pmect Slwmw ar Site Plen Report forPnyects in 13 <br />Me Corndned Sewer AreaSeptembw 2022 <br />
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