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VII. Other Permits: <br /> Only City of Everett permits are required for this project <br /> VIII. Permanent Stormwater Control Plan <br /> A. Off-site Analysis <br /> The downstream drainage system for the subject site was investigated for approximately 0..25 <br /> mile on 7/25/2015.Weather conditions the weeks prior to the investigation consisted of <br /> sunny worm days with no rainfall.The day of the investigation was a cloudy rainy day with <br /> heavy rain at times.The extent of the drainage system investigated consists entirely of <br /> underground conveyance system. Observations of this system are therefore limited to <br /> evidence of overtopping or flooding and/or silted or clogged structures. <br /> The downstream conveyance system generally runs north along Highway Place. The system <br /> is within the 36 Street combined sewer system.At the time of the investigation there were not <br /> any obvious problems with the system.Most of the catch basins observed were clear of debris <br /> and free of standing water.There was no evidence of overtopping or flooding observed. <br /> There were no unusual conditions within the quarter mile investigation. <br /> Included is an exhibit(Appendix A),provided by the City of Everett, showing the <br /> conveyance system route. <br /> B. Pre-Developed Hydrology <br /> See Appendix B <br /> C. Developed Hydrology <br /> See Appendix B <br /> D. Stormwater Flow Control Plan <br /> Runoff control facilities will consist of underground detention tank designed to detain runoff <br /> from the developed site and release the runoff volume based on the City of Everett's method <br /> for a combined sewer outside downtown.The detention tanks are designed to accommodate <br /> the stormwater runoff from the entire site,including the parking lot and roof tops.Detention <br /> volume will be provided by using one 3.0-foct diameter underground detention tank. The tank <br /> is 40-feet long.The detention facility will discharge into the existing storm drain system <br /> located in the gutter line of Highway Place at the northwest corner of the site. <br /> For Drainage Calculation See Appendix B. <br />