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4.0 STORMWATER CONTROLS <br />Existing Site Hydrology <br />Stormwater runoff from the existing site is conveyed off site through a series of catch <br />basins and HDPE pipes. One catch basin onsite near the gas pumps directs water to a oil - <br />water separator then Once offsite, stormwater is conveyed East to a detention pond in <br />the adjacent lot. See Appendix A for a pre -developed basin map. <br />Developed Site Hydrology <br />The proposed improvements will reutilize multiple on site catch basins to direct stormwater <br />to the existing downstream conveyance system. The overall pattern of discharge will <br />remain the same. Multiple new catch basins and conveyance pipes are proposed to direct <br />water towards the existing downstream conveyance system. <br />Implemented BMPs <br />Because the project triggers minimum requirement #1-5 the project must consider BMPs <br />in List #1 of the SWMM to mitigate stormwater runoff from lawn and landscaped areas, <br />roofs, and other hard surfaces. This project proposes to meet the LID performance <br />standard by collecting and conveying stormwater to existing stormwater facilities offsite. <br />Lawn and landscaped areas: <br />Roofs: <br />BMP T5.13: Post -Construction Soil and Depth. Soil quality will be met onsite by <br />amending all soils onsite and importing new soil. <br />BMP T5.30: Full Dispersion. There is no native vegetation onsite to make full <br />dispersion possible. <br />BMP T5.10A: Downspout Full Infiltration. As described in the geotechnical report <br />in Appendix B, the soils do not have the capacity for any infiltration type systems. <br />BMP T5.14A: Rain Gardens and BMP T7.30: Bioretention Cells, Swales, and Planter <br />Boxes. As most of the site is already covered in pavement and will remain paved, <br />there is no space onsite suitable for any of these BMPs. <br />BMP 5.1013: Downspout Dispersion System. The site does not have a sufficient <br />amount of room for a dispersion flowpath. <br />BMP T5.100 Perforated Stub -out Connections. The design criteria for perforated <br />stub -out connections cannot be met. An adequate amount of pipe will not fit with <br />the minimum setbacks for this BMP. <br />