bld20151001-Bergstrom-Add.E2.pdf
CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE:November 17, 2015
TO:Brian Bergstrom
brian@distinctiveglass.com
FROM:Jeanie McConnell, Engineering Program Manager
jeanie.mcconnell@edmondswa.gov
RE:Application #: bld20151001
Project: Bergstrom Addition -replace wood deck, enclose carport to garage
Project Address: 18401 High Street
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-4:30pm. The Permit Center is closed on
Wednesdays.
City of Edmonds handouts, standard details and development code can be referenced on the City
website.
Comments 1 –September 22, 2015
Comments 2 –November 17, 2015
The comments below were provided by the City on September 22, 2015, following review
of the initialbuilding permit application and documents. New/revised documentation was
receivedby theCity October 29, 2015, but the following comments were not addressed.
Please revise and resubmit plans accordingly.
1)Please provide impervious surface calculations on the plans in the table format provided below.
Also note on the plans the year of construction for all existing and proposed (under this permit)
impervious surface areas. City records indicate an addition was done in 2002 and possibly a
deck or patio in 1996. Stormwater management is required for impervious surfaceareas
constructed on the site after 1997 that meet or exceed 2000sf.
Please note, the square footages provided shall include the entire outline of the roof, walkways,
patios, etc. Decks are not included in impervious surface calculations unless they are
waterproof/have an impermeable membrane.
With regards to the deck, please provide clarification on what the existing conditions were and
what the final conditions will be. Was there previously a wood slotted deck over the top of an
aggregate patio? If this is accurate, the deck would have beenconsideredpervious and the patio
would have beenconsideredimpervious, however due to the removal down to bare soil and
replacement with a new concrete slab, the area would beconsidered new impervious surface
area. The impervious surface calculations should clearly reflect the existing and proposed
conditions.
IMPERVIOUS SURFACE CHART
LineTypeArea (square feet)
1.Non-Regulated
ExemptRegulated
2.Replaced
3.New (Post 1977) +
Total Regulated Impervious Area
=
4.
Mitigation required if in excess of 2000sf
5.Total Area Mitigated by Existing Stormwater Management System(s)-
=
6.Regulated Area Not Yet Mitigated
=
7.Area Proposed to be Mitigated by Low Impact Development Techniques
=
8.Area Proposed to be Mitigated through Conventional SWM Techniques
2)Show location of existingandproposedutilities on the site plan, including water, sewer and
storm. The following is a copy of the sewer asbuiltfound in City files:
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Temporary erosion control measures are to be provided during construction. Indicate on the site
3)
plan what measures will be provided during construction or if at this point construction is far
enough along that the site has been fully restored, then pleaseindicate as suchon the plans.
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