My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
825 N BROADWAY 2017-01-13
>
Address Records
>
N BROADWAY
>
825
>
825 N BROADWAY 2017-01-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/13/2017 6:02:11 PM
Creation date
12/2/2016 1:35:07 PM
Metadata
Fields
Template:
Address Document
Street Name
N BROADWAY
Street Number
825
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.
/
178
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
5tormwater Pol/ution Prevention P/an <br />3.1.3 Element #3 — Control Flow Rates <br />In order to protect the properties and waterways downstream of the project site, stormwater <br />dischal•ges from the site will be controlled. The specific BMPs for flow control that can be used <br />on this project include: <br />• Project Scheduling (BMP C162) <br />• Interceptor Ditch (BMP C200) <br />• Check Dams (BMP C207) <br />� Silt Fence (BMP C233) or �traw Wattles (BMP C235) <br />• Portable Water Storage Tanks (e.g. Baker Tanks) for Sedimentation <br />Excessive stormwater discharge from the site to the combined sewer could create a <br />combined sewer overflow condition downstream of the project site. The contractor <br />should not allow discharge above the existing 2-year rate for each site (see section 2.2) <br />during a storm event. Stormwater captured on site should be retained as necessary in a <br />sedimentation tank or pond and slowly released to avoid surcharging the combined sewer <br />during peak flow events. <br />Alternate flow control BMPs are included in Appendix C as a quick reference tool for the onsite <br />inspector in the event the BMP(s) listed above are deemed ineffective or inappropriate during <br />construction to satisfy the requirements set forth in the General NPDES Permit (Appendix D). <br />To avoid potential erosion and sediment control issues that may cause a violation(s) of the <br />NPDES Construction Stor-mwater permit (as provided in Appendix D), the Certified Erosion and <br />Sediment Control Lead will promptly initiate the implementation of one or more of the <br />alternative BMPs listed in Appendix C after the first sign that existing BMPs are ineffective or <br />failing. <br />The project site is located west of the Cascade Mountain Crest. As such, the project must <br />comply with Minirnum Requirement 7(Ecology 2005). <br />In general, discharge rates of stormwater from the site will be controlled where increases in <br />impervious area or soil compaction during construction could lead to downstream erosion, or <br />where necessary to meet local agency stormwater discharge requirements (e.g. discharge to <br />combined sewer systems). <br />3.1.4 Element #4 — Install Sediment Controls <br />All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal <br />BMP before leaving the construction site or prior to being discharged to an infiltration facility. <br />The specific BMPs to be used for controlling sediment on this project include: <br />10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.