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1920 MERRILL CREEK PKY 2018-01-01 MF Import
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MERRILL CREEK PKY
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1920 MERRILL CREEK PKY 2018-01-01 MF Import
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Last modified
11/16/2018 1:32:55 PM
Creation date
2/26/2017 7:34:17 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
1920
Notes
& 1930
Imported From Microfiche
Yes
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side slopes are a maximum of 3:1 (H:V) ; and the <br /> facility is a dual use facility; or <br /> 3) specific City Council approval is qranted for an <br /> exemption per the critaria in the City�e Design and <br /> Construction Standards and Specifications. <br /> GV if fencing ia required, its exact location and also the `� <br /> f� location of the gates neceasary to acceas the pond for <br /> maintenance need to be shown r�n the plana. <br /> 11oM aontrol struatur� (r�striator ab/byoass •truatur�ls <br /> (,f� The restrictor catch basin neade to ba located within 10 �/ <br /> feet from the driving surface for accesa by most vactor <br /> trucks. <br /> oil/Mat�r s�carator: <br /> ��V If an oil/water separator is provided on thia site, the � , <br /> oil/water separator maintc:nance notes from section 4. 11.1 of N' <br /> the City of Everett Desiqn and Construction Standards and <br /> Specifications need to be included on the drainage plane. <br /> Ki�a�lian�ous: <br /> The topography and creek location do not seem to match in <br /> the area northwest of the wetpond. <br /> � The berm betweer, wetland cell �2 and downstream pond should <br /> r be protected aqa:nst erosion. During the eummer, the watar <br /> ��� '� level could drop subatantially in the lower pond, exposing <br /> �o� �i��-I more of the aide slope than would be under normal <br /> ,c; �' conditions. This exposed bank could suffer erosion problems <br /> durfng the first large storm of the year. <br />
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