My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7301 HARDESON RD SEPA 017 - 007 AND DIST 1705 - 006 - FED EX BUILDING Land Use Decision Documents 2025-04-21
>
Address Records
>
HARDESON RD
>
7301
>
SEPA 017 - 007 AND DIST 1705 - 006 - FED EX BUILDING
>
Land Use Decision Documents
>
7301 HARDESON RD SEPA 017 - 007 AND DIST 1705 - 006 - FED EX BUILDING Land Use Decision Documents 2025-04-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/21/2025 3:19:35 PM
Creation date
4/15/2025 11:45:02 AM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
7301
Tenant Name
SEPA 017 - 007 AND DIST 1705 - 006 - FED EX BUILDING
Address Document Type
Land Use Decision Documents
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.
/
41
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
SEPA ENVIRONMENTAL CHECKLIST FOR <br /> Project Name AGENCY <br /> CEMEX-Mountain View Business Centre Div 9 USE <br /> township, and range, if known. If a proposal would occur over a range of area, <br /> provide the range or boundaries of the site(s). Provide a legal description, site <br /> plan, vicinity map, and topographic map, if available. <br /> The proposed project is located at 6300 Glenwood Ave,WA 98203 <br /> within Sections 1, Township 28, Range 4 East with a corresponding <br /> parcel number 28040100303700. It is bounded by Glenwood Avenue to <br /> the east, Sievers and Duecy Boulvard to the south, Hardeson Road to <br /> the west, and Shuksan Way to the north. <br /> B. ENVIRONMENTAL ELEMENTS <br /> 1. Earth <br /> a. General description of the site(underline one): <br /> Flat, rolling, hilly, steep slopes, mountainous, minimum sloped site. <br /> b. What is the steepest slope on the site (approximate percent slope)? <br /> Currently, this portion of the CEMEX site is a sand and gravel pit <br /> undergoing a simultaneous process of gravel extraction and <br /> reclamation. Excavation slopes of 80 percent and spoil pile slopes <br /> around 50 percent. The reclaimed site will generally slope down from <br /> southwest to northeast at 5 percent. The north and east sides will <br /> consist of a 2H:1V reclaimed slope. <br /> c. What general types of soils are found on the site (for example, clay, sand, <br /> gravel, peat, muck)? If you know the classification of agricultural soils, specify <br /> them and note any prime farmland. <br /> Native on-site soils within the Glenwood CEMEX property are comprised <br /> primarily of sand and gravel overlain by a till cap. Reclaimed soils <br /> consist of a variety of approved non-organic material. <br /> d. Are there surface indications or history of unstable soils in the immediate <br /> vicinity? If so, describe. <br /> None known. <br /> e. Describe the purpose, type, and approximate quantities of any filling or grading <br /> proposed. Indicate source of fill. <br /> No earthwork activity is required for the BSP. The site continues to <br /> operate as a sand and gravel pit, portions of which are currently <br /> undergoing phased reclamation. It is anticipated that the reclamation <br /> process will leave the proposed lots in a condition suitable to support <br /> future development activities, although it is likely that future <br /> development may require some ground improvement (e.g. preloading). <br /> f. Could erosion occur as a result of clearing, construction, or use? If so, generally <br /> describe. <br /> Page_lef42' LLW/6) <br />
The URL can be used to link to this page
Your browser does not support the video tag.