bld20160179 - Therrell Add - E2.pdf
CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE:August 19, 2016
TO:Robin Kearsley
r@kearsleyhomes.com
FROM:Jeanie McConnell, Engineering Program Manager
jeanie.mcconnell@edmondswa.gov
RE:Application #: bld20160179
Project: Therrell -Single Family ResidenceAddition
Project Address: 8609 Talbot Rd
During review of the above noted application, it was found that the following information,
corrections,or clarifications are needed. Reviews by other divisions, such as Planning, Building, or
Fire may result in additional comments. Please redline plans or submit three (3) sets of revised
plans/documents with a written response to each of the items below to a permit coordinator.
nd
Resubmittals can be made at the Development Services Department on the 2floor of City Hall.
Permit Center hours are M, T, Th & F from 8am-4:30pmand on Wednesdays from 8:30am-noon.
City ofEdmonds handouts, standard details and development code can be referenced on the City
website.
Comments 1 –March 30, 2016
Comments 2 –August 19, 2016
August 19, 2016 –Sewer line from house to main line has not been shown on the plans.
1)
Please reviseby redlining existingplan sheets or submitting new.
3/30/2016 comment -Show location of existing utilities on the site, including water, sewer and
storm(if any).The following sanitary side sewer asbuilt was found within City records:
2)ok
3)ok
August 19, 2016 –The plans have been revised to include additional impervious surface
4)
area. The proposed impervious area for theprojectappears exceed 2000sf and therefore,
stormwater management shall be provided.
Update the impervious surface area classification worksheet
a.
Update the impervious surfacearea calculations shown on the plansto show all new
b.
impervious areasand existing pervious deck conversions to impervious. Credits for
the removal of existing impervious areas are not granted if theexistingstructure is
removed.
Provide infiltration testing per City Handout E72B.
c.
Include infiltration trench sizing calculations consistent with City Handout E72B.
d.
Clearly show how runoff from driveway will be collected and discharged to the
e.
infiltration system. If therunoff from the new driveway area cannot be separated
from theexisting driveway, then the infiltration system will need to be sized to
accommodateall runoff directed to thetrench.
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