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June 20, 2019
JoAnne Zulauf , Engineering Technician
City of Edmonds
121 5th Ave N, Edmonds, WA 98020
Phone: 425-77L-O220
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Dear JoAnne,
Please find attached revised site plans, which reflect the changes as requested in the plan
review dated April 11, 2019. Our response to each comment is shown below in bold.
GENERAL
1. Submit side sewer permit application.
Noted.
2. Response letter states that rockery is removed but it is still shown on the plans. A
rockery is shown along the access road. The City of Edmonds does not review or approve
rockeries. Construction of rockeries is prohibited within the City of Edmonds under certain
circumstances and in certain situations per Edmonds Community Development Code
18.40.020. Please review the code section to verify this rockery falls outside of the
prohibitions. Top and toe elevations for the rockery are required at each end of the wall and
at every two feet of change.
There is no rockery proposed for this lot.
3. This requires a review, please submit as soon as possible. A Stormwater Covenant is
required to be recorded against the property based on the proposed stormwater facilities for
the project. Please complete the covenant, including notarization and any required exhibits
and submit to the city. Ensure the stormwater covenant meets Snohomish County Record
Drawing requirements. The document must be complete, but will not be recorded prior to
permit issuance. Prior to construction, final location of facilities are to be verified (by field
inspection and asbuilt) and then the covenant will be recorded.
Noted.
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5920 100th St SW, ste #25
Lakewood, WA 98499
phone: 253-301-4157
fax: 253-336-3950
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4, Future location of pervious pavement should be protected to the extent possible. Please
add fence to part of it at least. Orange protective barrier fencing shall be placed at the drip
line of trees to remain and around areas proposed for low impact development techniques,
such as rain gardens, infiltration systems, etc., to protect the area from compaction.
The construction entrance has been angled to avoid as much permeable pavement
area as possible. Orange fencing was added to the pavement area.
SEWER
5. Sewer has a 1olo slope, A minimum 2o/o is required. Provide invert elevations at the main,
the cleanout at the easement line and at the house so that a minimum 2olo slope and
minimum 2' pipe coverage can be verified, If the slope of the pipe exceeds 2Oo/o the pipe
will need to be anchored.
The side sewer now has a 2o/o minimum slope to the house, and 2' of cover.
STORM
6. Please show the location they will discharge into the soil per note on C3. Show where the
footing drains will discharge.
Footing drain discharge location has been shown on the plans.
Thank you for your time and assistance in the review of this project. Should you need any
additional information, please do not hesitate to contact me at 253-984-2900 or via email at
mkel ler@ beylerconsu lti ng. com.
Sincerely,
&æyâ*r CortswäEtng
Mark Keller, P.E.
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