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INTERNATIONAL PARK OF COMMERCE SPECIFIC PLAN•PHASE 2 JUNE 24, 2022 Storm drainage for the project will consist of Provide standards for developers, design a system of inlets, piping, and bio-treatment engineers, agency engineers, and planners and detention ponds that will provide for storm to use in the selection, design, and water conveyance and treatment. As discussed implementation of General Site Design Control above, two bio-treatment basins will be located Measures for Low Impact Design (LID) and on the northern portion of the project and will appropriate site-specific source and treatment provide the treatment of storm water. A system control measures. of inlets and piping will discharge into the basin for treatment. A system of pipes will extend to Provide maintenance procedures to ensure the north and discharge the treated storm water that the selected control measures will be to the detention basins located on the northwest maintained to provide effective, long-term portion of the project, see Figure 6.17. Due to pollution control. the soil characteristics and percolations rates, the stormwater discharged to these basinswill Best Management Practices (BMPs) in the Storm percolate into the ground. In large storm events, Water Quality Control (SWQC) Manual will be an agreement with BBID will allow for the implemented in the design of the Project, as metered discharge of the storm water from the appropriate, to reduce the directly connected detention basins to the existing canal bisecting the impervious area and to promote a higher level of site. The storm water system will be designed to storm water quality. Below is a list of BMPs that meet the following goals. shall be utilized in the Project Area: • Assist new development in reducing urban runoff pollution to prevent or minimize water quality impacts. I' Freeboard (K in.} Access Road Access Road E (0100) 8' 12' Varies Varies Varies —1— 12' Figure 6.16, Detention Basin Detail CHAPTER 6 6-20