My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
>
Address Records
>
E MARINE VIEW DR
>
1622
>
WHOLE SITE
>
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/1/2022 2:59:04 PM
Creation date
5/5/2021 11:01:10 AM
Metadata
Fields
Template:
Address Document
Street Name
E MARINE VIEW DR
Street Number
1622
Tenant Name
WHOLE SITE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
932
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
separation for deeper ponds. Other designs that satisfy the intent of this <br />provision are allowed as long as the divider is permeable, structurally <br />sound, and designed to prevent erosion under or around the barrier. <br />To aid in determining sediment depth, one -foot intervals shall be <br />prominently marked on the riser. <br />If an embankment of more than 6 feet is proposed, the pond must <br />comply with the criteria contained in Volume III regarding dam safety <br />for detention BMPs. <br />• The most common structural failure of sedimentation basins is caused <br />by piping. Piping refers to two phenomena: (1) water seeping through <br />fine-grained soil, eroding the soil grain by grain and forming pipes or <br />tunnels; and, (2) water under pressure flowing upward through a <br />granular soil with a head of sufficient magnitude to cause soil grains to <br />lose contact and capability for support. <br />The most critical construction sequences to prevent piping will be: <br />1. Tight connections between riser and barrel and other pipe <br />connections. <br />2. Adequate anchoring of riser. <br />3. Proper soil compaction of the embankment and riser footing. <br />• 4. Proper construction of anti -seep devices. <br />Maintenance • Sediment shall be removed from the pond when it reaches 1—foot in <br />Standards depth. <br />• Any damage to the pond embankments or slopes shall be repaired. <br />BMP C250: Construction Stormwater Chemical Treatment <br />Purpose This BMP applies when using stormwater chemicals in batch treatment or <br />flow -through treatment. <br />Turbidity is difficult to control once fine particles are suspended in <br />stormwater runoff from a construction site. Sedimentation ponds are <br />effective at removing larger particulate matter by gravity settling, but are <br />ineffective at removing smaller particulates such as clay and fine silt. <br />Traditional erosion and sediment control BMPs may not be adequate to. <br />ensure compliance with the water quality standards for turbidity in <br />receiving water. <br />Chemical treatment can reliably provide exceptional reductions of <br />turbidity and associated pollutants. Chemical treatment may be required to <br />meet turbidity stormwater discharge requirements, especially when <br />construction is to proceed through the wet season. <br />Conditions of Use Formal written approval from Ecology is required for the use of chemical <br />treatment regardless of site size. The Local Permitting Authority may also <br />Volume II — Construction Stormwater Pollution Prevention - August 2012 <br />4-110 <br />
The URL can be used to link to this page
Your browser does not support the video tag.