HomeMy WebLinkAboutC_OnHoldLetter_220915_v2September 15, 2022
Beyler Consulting, LLC
Attn: Camille Washington
5920 – 100th St SW, Suite 25
Lakewood, WA 98499
SUBJECT: "On Hold" Notice
Castro Short Plat / LUA22-000053, SHPL-A
Dear Ms. Washington,
The Planning Division of the City of Renton accepted a resubmittal for the above master application for review on
September 8, 2022. During our review, staff has determined that additional information is necessary in order to
proceed further.
The following information will need to be submitted so that we may continue the revie w of the above subject
application:
Please see attachments with comments from Engineering.
At this time, your project has been placed “on hold” pending receipt of the requested information. The maximum
time for resubmittal shall be within 90 days of this notice. Please contact me at (425) 430-7286 if you have any
questions.
Sincerely,
Andrew Van Gordon
Associate Planner
Attachments: C_CivilOnHoldComments_20220308_v1
cc: Castro Investments, LLC / Owner(s)
Beyler Consulting, LLC / Applicant
Yuming Zhao, John Hung, Craig M. Brookman / Party(ies) of Record
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: September 22, 2022
TO: Andrew Van Gordon, Senior Planner
FROM: Nathan Janders, Civil Engineer
SUBJECT: Castro Short Plat
12727 SE Petrovitsky Road
LUA22-000053
I have reviewed the application for the Castro Short Plat located at 12727 SE Petrovitsky Road and have
the following comments:
The following comments represent additional information or corrections that are required to be made:
1. A sewer availability from Soos Creek Water and Sewer District should be provided, only water was
included with the revision.
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.
The following comments represent additional information or corrections that should be made when
considering site layout:
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).