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HomeMy WebLinkAboutM_ApplicantResponse_221209_v3 CORPORATE OFFICE (253) 984-2900 beylerconsulting.com 5920 100th St. SW, Suite 25 Lakewood, WA 98499 ENGINEERING + SURVEYING LAND SURVEYING | CIVIL ENGINEERING | STRUCTURAL ENGINEERING | PLANNING & FEASIBILITY STUDIES PROJECT MANAGEMENT | PERMITTING SERVICES | CONSTRUCTION MANAGEMENT December 8, 2022 Andrew Van Gordon - Associate Planner Nathan Janders, Civil Engineer City of Renton Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 RE: Castro Preliminary Short Plat Submittal – LUA22-000053, SHPL-A Beyler Project No. 18.00392 Andrew & Nathan: The purpose of this letter is to address engineering comments in the “On Hold” notice dated September 15, 2022 for the proposed Castro Short Plat. To expedite your review and approval of the subject plans, below are our responses in bold, with your comments included herein for reference: 1. A sewer availability letter from Soos Creek Water and Sewer District should be provided, only water was included with the revision. RESPONSE: The Sewer Availability Letter is included. 2. In the TIR a flow control facility exemption is claimed per section 1.2.3.1.B of the RSWDM due to an increase of less than 0.15 CFS. However, the project is not vested to the 2017 RSWDM and must comply with the 2022 RSWDM which was adopted in June of 2022. In the 2022 RSWDM flow control facility modeling credits cannot be used to decrease the size of a facility with exception of full dispersion and full infiltration. The TIR indicates that full infiltration is used for the rooftops, however, the geotechnical report indicates that full infiltration is not supported but limited infiltration is. The TIR, specifically the flow control facility, must be updated per the 2022 RSWDM. a. Note, if a detention facility is determined to be required then a Type 4 downstream drainage problem shall be evaluated in the downstream analysis. RESPONSE: Storm report no longer claims flow control exemption. The flow control standard is being met through the use of pervious pavement, which infiltrates below fill soils, and above impermeable soil layers. 3. The applicant should verify with geotechnical engineer the stability of fill soils when saturated see section C.2.7 Permeable Pavement Infeasibility Criteria List no. 7). RESPONSE: Forthcoming from Geotech. Page 2 of 2 If you have any questions or need additional information, please feel free to contact me at (253) 984-2900 or CWashington@BeylerConsulting.com. Respectfully, Camille Washington, Project Manager Beyler Consulting, LLC