My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
11219 19TH AVE SE WHOLE SITE DEVELOPMENT 2018-08-13
>
Address Records
>
19TH AVE SE
>
11219
>
WHOLE SITE DEVELOPMENT
>
11219 19TH AVE SE WHOLE SITE DEVELOPMENT 2018-08-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/13/2018 11:31:37 AM
Creation date
4/12/2017 9:50:21 AM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
11219
Tenant Name
WHOLE SITE DEVELOPMENT
Notes
SILVERLAKE CENTER
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.
/
671
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
October 15, 2014 THE CIVIL ENGINEERING GROUP <br /> ,a;,e�ti�i�,� :'�� <br /> City of Everett Public Works �:�r= 9� �{,,,•�t�*�� <br /> ATTN: Jane Zimmerman ,:� ,,,�;:„q <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> RE: Addendum to Drainage Report - Silver Lake Townhomes <br /> Dear Jane Zimmerman, <br /> The Silver Lake Center Townhomes project is being purchased by a builder and they have <br /> proposed minor chan�es to the unit footprints that have resulted in an increase in impervious <br /> surface. As discussed, since the soils on site are suitable for small areas of infiltration, this o <br /> additional impervious area will be mitigated through the use of pervious concrete on several 4 <br /> of the unit driveways. This letter is an addendum to the approved drainage report dated ° <br /> August 15, 2014. J <br /> 3 <br /> The proposed additional impervious surface is as follows: 3 <br /> Basin A (northern portion�: 1,320 SF � <br /> Basin B (southern portion): 5,000 SF � <br /> � <br /> � <br /> � <br /> Following are the areas that we are proposing pervious concrete in front of some of the units: N <br /> � <br /> X <br /> Basin A (northern portion): 2,467 SF (units 78-84) �` <br /> Basin B (southern portion): 6,110 SF (units 34-39, 51-52, and 59-73) �, <br /> � <br /> � <br /> Per the geotech report, the long term infiltration design rate is 2 InchesJhour. This will more o <br /> than adequately infiltrate all runoff from the pervious driveways. We also choose driveways ,� <br /> that are on the high side of the site as well as on the south side of the buildings to the � <br /> greatest extent possible per the Geotech recommendations. a <br /> This approach will result in the vault basin areas remainin� the same in the developed � <br /> condition with the pervious pavement areas behaving as pervious areas. Therefore no � <br /> revisions to the modeling of the vautts will be required. � <br /> Let us know if you have any questions or if you need any additional information. " <br /> > <br /> � <br /> � <br /> Sincerely, o <br /> ,_�. �, 3 <br /> 4�.,E.��°�-C+c,�`�•2 0 <br /> �.�' GY WASl�� �'.f� � <br /> Mark Villwock, PE �`� ' � � <br /> Vice President y '�` �� v <br /> � <br /> i`': L <br /> O <br /> 'e qp`c» wQ' o <br /> �P <br /> � �FO/S'TE�� �� ' w <br /> �SS��NALg�G � Z <br /> O11� N <br /> , " <br /> Engineering r� I3UV� the Standard <br />
The URL can be used to link to this page
Your browser does not support the video tag.