My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8407 EVERGREEN WAY BASE FILE 2016-01-01 MF Import
>
Address Records
>
EVERGREEN WAY
>
8407
>
BASE FILE
>
8407 EVERGREEN WAY BASE FILE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/19/2017 2:05:09 PM
Creation date
2/10/2017 1:07:12 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
8407
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
172
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
8ti13 Ei'ERGRLEN �I:�IY <br />Lve:ett, Washineton <br />S1orm Drainage Report <br />,bfarch 22, '007 <br />Analysis and Design of Detention is not required for this project since development will <br />I�equired Iiunoff Controi reduce to the overatl impervious area from 24,958f sq.fr. to 23,008= <br />BA'IPs sq.fr. <br />Miscclluncous rorms and <br />Workshcets <br />Othcr Permits <br />Maintenance and <br />Operatimi Requirements <br />Water quality treatment is required for die project since it involves <br />the "r^development of 5,000 square fcet or more:' R'ater quality <br />treatment «�ill be provided on-site using a StormFilter catch basin <br />structure containing four (4) ZPG me!��� filter cartri��es. It w:l] <br />be sized to treat developed runoff from ti�e �vater quality design <br />storm <br />Storm water runoff from the roof suriaces does not require water <br />quality treatment. Therefore, roof drainage will not be combined <br />rvitl� the parking lot drainace. The proposed Uuildi��g roof drains �vill <br />be tightlined in a separate conveyance pipe and connect do���nstream <br />of the water quality facility. <br />The Stortnfilter design is based on tre�ting on]y the �~�ater qualiq� <br />storm from the majorit�� of the on-site pavement area. City ef <br />Lverett standards require treafiient of �Vater Quality De�ign S,onn <br />defined as the 6 month 2K-hour stonn (more precisely 64% of the 2 <br />yr 24-l�our sto:m or 0.96 inches). Plo���s above the 6-month storm <br />are also passed through the StonnFilter prior to being dischargin� <br />into il�e public storm system. See Appendic B jnr calcrrinlio�rs. <br />Conveyance and Backwater calculations sliow :hat the proposed pipe <br />system has suCficicnt capacity to handle the 25 year storm event <br />without o��ertopping the catch basin rims. See AppeirdEi 6 jor <br />calculntinns. <br />AII suppoRing calculations and �vorksheets are included in the <br />nppendices. <br />NPDES Permit No/ Applicnble <br />City of Gverett Building Pennit <br />The maintenance for the erosion and sediment co�trol BMPs will be <br />as follo�vs: All erosion and sediment features will be inspected <br />regularly throughout construction and will be repaired, maintained <br />or supplemented witli further crosion control items as nceded. <br />The drainage faciliry maintenance requirements ���ere taken from the <br />Ciry of Gverett Stornnvater �lanagement Manual and are included in <br />��nn-�«��t c. Alsq the City of Everett requires the annual submittal <br />of a certi6cate of inspection/maintenance fo; eacli StormPilter. <br />\V�11P•ecific Inc Ever�reenfi�m�—Sta�utDrnina,�eRepa't <br />r. u,;,,.,,r.�,,,:.-r.:::,,�„nrn.:;uen,�,��,��ny�.,,�,n;;u,sn-,",�,,:,�;r_,.r,.�..,�. ",,.,:mr.•,..c,. =a'�nr.r..- June J� ?007/Pnge? <br />
The URL can be used to link to this page
Your browser does not support the video tag.