My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1815 HOLBROOK AVE 2025-03-06
>
Address Records
>
HOLBROOK AVE
>
1815
>
1815 HOLBROOK AVE 2025-03-06
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2025 3:54:14 PM
Creation date
3/6/2025 3:01:40 PM
Metadata
Fields
Template:
Address Document
Street Name
HOLBROOK AVE
Street Number
1815
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.
/
179
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
T l <br /> SECTION I: PROJECT DESCRIPTION <br /> The proposed project Holbrook SFR is located at 18 Holbrook Ave, Everett, WA <br /> 98203. More generally,the site is located in Section 35, Township 29 North, and Range 4 <br /> East of the Willamette Meridian in the City of Everett, Washington. Please refer to the <br /> Vicinity Map attached later in the section. <br /> The site is currently vacant and exists as residential landscaping. The site contains <br /> one drainage basin that flows to the east. Per NRCS survey of Snohomish County, the <br /> project site contains Alderwood-Everett soils that have a hydrologic classification of Type <br /> "C" and Indianola type soils that have a classification of Type"A". Please refer to the soils <br /> map and descriptions attached later in this report for more details. <br /> The site area is 0.27 Acres. The proposal is to construct a single-family residence <br /> with a driveway and associated utilities. Access to the site will be from Darlington Ln. <br /> Minimum requirements 1-5 apply to the project because the project Lot's effective <br /> impervious area is 4,937 SF which is less than 5,000 SF. Onsite stormwater management <br /> (MR#5) for the proposed building will be provided by a 6' deep, 12' 0 infiltration drywell <br /> located in the northwestern portion of the site. A 6' deep, 3' 0 infiltration drywell will be <br /> provided in the northeastern corner of the site to provide infiltration for the building <br /> foundation drain per the Geotech recommendation. <br /> Insight Engineering Co. -Stormwater Site Plan 6/22/2022 <br /> -3 - <br />
The URL can be used to link to this page
Your browser does not support the video tag.