905 80TH ST SW FORMOST FUJI 2024-12-03

2.0 CONDITIONS AND REQUIREMENTS SUMMARY This section contains the following information: 2.1 Analysis of the Minimum Requirements Refer to the minimum requirements flow chart included in this report for additional information. MINIMUM REQUIREMENTS How PROJECT HAS ADDRESSED REQUIREMENT No. 1: Preparation of This Minimum Requirement has been fulfilled by the Stormwater Site Plans preparation and completion of this Stormwater Site Plan. No. 2: Construction A completed Construction Stormwater Pollution Prevention Stormwater Pollution Plan (SWPPP) is included in Section 6.0. Prevention (SWPPP) No. 3: Source Control of Source Controls, such as good housekeeping and other Pollution maintenance procedures are detailed in Appendix C of this report. No. 4: Preservation of Natural This redevelopment project will allow runoff to continue to be Drainage Systems and collected by on -site catch basins and conveyed to the existing Outfalls on -site stormwater conveyance system. The existing conveyance system will continue to discharge to the existing detention and water quality pond before flowing into the City storm system (48") within Hardeson Rd. This City system flows northerly emptying into Merrill and Ring Creek, which in turn discharges into Possession Sound. No. 5: On -site Stormwater The stormwater runoff associated with this project will be Management collected and transported via a system of proposed catch basins and underground storm pipes prior to connecting to the existing storm conveyance system which routes runoff to an existing proprietary water quality treatment facility prior to an existing detention and water quality pond, then released to the natural drainage system and outfall mentioned above. The geotechnical engineering report completed by Terra Associates, Inc. analyzes the existing soils capacity for infiltration and finds that onsite infiltration is infeasible. See the report included in Appendix A for more details. 22723