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HomeMy WebLinkAboutPRE16-000205 Maplewood Heights Portable Plan Review DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: March 30, 2016 TO: Jill Ding, Planner FROM: Jan Illian, Plan Review SUBJECT: Maplewood Heights Portables 130 – Jericho Ave NE PRE 16- 000205 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. Water service provider is Water District 90. Sewer 1. Sewer service provider is City of Renton. Storm Drainage 1. There is an 18-inch storm drainage conveyance system in Jericho Ave NE. 2. There is private drainage conveyance system on site. 3. Drainage review is required if: a. The project adds or will result in 2,000 square feet or more of new impervious surface, replaced impervious surface, or new plus replaced impervious surface, OR b. The project proposes 7,000 square feet or more of land disturbing activity, OR c. The project proposes to construct or modify a drainage pipe/ditch that is 12 inches or more in size/depth, or receives surface and storm water runoff from a drainage pipe/ditch that is 12 inches or more in size/depth, OR Wonderland Estates – PRE 15-000781 Page 2 of 2 November 9, 2015 h:\ced\planning\current planning\preapps\2016 preapps\pre16-000205.jill\pre16-000205 maplewood heights portable plan review.doc d. The project contains or is adjacent to a flood hazard area, erosion hazard area, steep slope hazard area, or landslide hazard area as defined in RMC 4-3-050, or projects located within a landslide hazard drainage area. 4. If drainage review is triggered, a drainage plan and drainage report will be required. The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapter 1 and 2. All core and any special requirements shall be contained in the report. Based on the City’s flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions. The drainage report will need to follow the area specific flow control requirements under Core Requirement #3. 5. A geotechnical report for the site may be required. Information on the water table and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application. 6. Surface Water System Development fees of $0.594 per square foot of new impervious surface may apply. 7. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. General Comments 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Professional Engineer. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, and an itemized cost of construction estimate, and application fee at the counter on the sixth floor.