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1020 SE EVERETT MALL WAY CHEVRON 2018-01-01 MF Import
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1020 SE EVERETT MALL WAY CHEVRON 2018-01-01 MF Import
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Last modified
8/27/2019 2:07:25 PM
Creation date
2/13/2017 7:05:59 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1020
Tenant Name
CHEVRON
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,n <br /> . j <br /> �.. <br /> I <br /> PUBL/C WORKS <br /> E ETT I <br /> � <br /> � <br /> i <br /> �MoxarrauM 1 <br /> I <br /> TO: Paul McKee � <br /> FROM: Jane Zimmerman I'� <br /> DATE: December 9, 1997 <br /> SUB,j�CT: Drainage Calculation/Plan Review, Everett Mall Chevron Station <br /> The standard for water quality treatment in the Silver Lake drainage basin is a wetpond <br /> in series with a biofiltration swale, wi[h the we[pond being the most ef1'ective <br /> component of the system. To meet Ciry redevelopment standards, die area available <br /> must be maximized for stormwater treatment capabilities. Although it doesn't appear <br /> feasible to provide a wetpond in series with a swale on this site, a more effective <br /> syatem could be provided t}tan is proposed. I believe that provision of a minimally <br /> sized wetvault (approximately 164 cubic fee[ of dead storage per acre of impervious <br /> surface, see section 3-3.6.1 of rhe City's stormwater manual) in series widi a wedand <br /> treatment cell is the minimum combination of facilities necessary to meet City <br /> redevelopment standards - provided flie wetland treatment cell is designed to maximize <br /> the treatment volume given the area available in the southeast corner of the site. <br /> The we[vault can be provided anywhere in the system between the exis[ing control <br /> manhole and the wedand treatment cell. It may be wise to locate the wetvault upstream <br /> of the pump cliamber so tliat sediment removal is accomplished before the srormwater <br /> is pumped (�vhich should decrease required pump maintenance and increase pump life). <br /> City standards allow a maximum avera�e dead storage depd� of 2A feet in the <br /> treatment cell, with a maximum depth of 2.5 feet. This maximum average depth of 2.0 <br /> fee[ must be used in this design in order to maximize the treatment volurne in the <br /> treatment cell. Ciry standards do not require a fence around a facility widi a maximum <br /> depth less than 3 Peet, as long as the side slopes are no steeper than 3H:1V. If a fence <br /> isn't required but the developer cl:ooses to provide one, the developer is free to choose <br /> [he fence material and height. <br /> The plans must show a planting detail for the wetland treatment cell which meets item <br /> i/10 of the �vetpond standards found in section 3�.5.1 of the Ciry's Stormwater <br /> Management Manual. <br />
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