My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10602 16TH AVE SE 2025-07-28
>
Address Records
>
16TH AVE SE
>
10602
>
10602 16TH AVE SE 2025-07-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/28/2025 3:59:48 PM
Creation date
7/28/2025 3:58:07 PM
Metadata
Fields
Template:
Address Document
Street Name
16TH AVE SE
Street Number
10602
Notes
DRAINAGE REPORT
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.
/
125
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
5. SOURCE CONTROL <br /> This project proposes to construct 56 new townhome units on this site with new access <br /> roads. Per Volume IV of the City of Everett 2010 Stormwater Management Manual multi- <br /> family developments need to review the activity worksheet for any items that apply to the <br /> project. For this project A7.12 "Maintenance of Stormwater Drainage and Treatment • <br /> Facilities" applies. A copy of the Required BMPS are included in Appendix A and an O&M <br /> is included with this report. Please note the additional referenced BMP S.9 is not included <br /> in the drainage manual. The manual stops at BMP S.7. <br /> 6. PRESERVATION OF NATURAL DRAINAGE SYSTEM <br /> The runoff from the improvements will be mostly collected and conveyed, treated, detained <br /> and then discharged to the existing 16th Ave SE conveyance system in the southeast <br /> corner of the site. Some runoff will be allowed to flow west and into the existing wetland to <br /> maintain the hydrology. In addition, all pervious surfaces will receive amended soils to <br /> allow them to better absorb the runoff. <br /> 7. ON-SITE STORMWATER MANAGEMENT <br /> The soils for this project were found to be Alderwood - Urban Land Complex with a hard <br /> pan layer between 20 and 40-inches below grade. Subsurface infiltration is not feasible <br /> for this project. However, based on the wetlands and buffers to the west there is a 30-60' <br /> flow path available over native vegetation for the improvements within the NW and SW <br /> basins. In addition, these wetlands are ponded type wetlands which will aid in providing <br /> additional storage prior to the release to the north or south. The ponding of the runoff will <br /> aid in additional attenuation of flow and additional time/opportunity for further absorption of <br /> the runoff. In order to maximize the absorption capacity of the soil beneath the <br /> landscaping all pervious surface areas will have the soil amended to meet the criteria for <br /> DOE BMP T.5.13. Please refer to the engineering plans for the locations of the soil <br /> amendments and additional details. <br /> Northlake Court Townhomes 13-0609 <br /> May,2014 Page 11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.