My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10632 7TH AVE SE Geotech Report 2025-07-28
>
Address Records
>
7TH AVE SE
>
10632
>
Geotech Report
>
10632 7TH AVE SE Geotech Report 2025-07-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/28/2025 2:58:52 PM
Creation date
7/28/2025 2:57:48 PM
Metadata
Fields
Template:
Address Document
Street Name
7TH AVE SE
Street Number
10632
Address Document Type
Geotech 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.
/
29
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
1 <br /> June 6,2008 <br /> Serenity Meadows <br /> L&A Job No. 8A017 <br /> Page 7 <br /> and structural damage. Therefore, we recommend that the fill and relic topsoil under the <br /> backyard and other places within the site be excavated out and regraded. In areas of roadways,. <br /> the unsuitable surficial soils should stripped down to the medium-dense weathered soils,while in <br /> areas of building lots the unsuitable surficial soils should be stripped down to the dense to very- <br /> dense,fresh,advance outwash or till soils. Conventional footing foundations placed on the dense <br /> to very-dense, fresh, advance outwash and/or till soils or on structural fill constructed over such <br /> competent basal soils may be used to support the residences to be constructed on the site. <br /> The onsite surficial soils contain a high percentage of fines, and are sensitive to moisture. They <br /> ' can also be saturated quickly and easily disturbed during and after extended periods of heavy <br /> rainstorms. Interceptor trench drains or ditches should be installed along the uphill boundaries of <br /> the site, as required, to intercept and drain surface runoff and near-surface perched groundwater <br /> away from construction areas to minimize soil erosion and to facilitate grading and foundation <br /> construction work. <br /> GEOLOGIC HAZARDS <br /> Landslide Hazard <br /> The site is mostlygentlyto moderatelysloped. The dense to very-dense,fresh, advance outwash <br /> Pe rY' <br /> and till soils underlying the site at shallow depth are of moderately-high to very-high shear <br /> strength and have good resistance against slope failures. Therefore, it is our opinion that the <br /> potential for deep-seated landslides to occur on the site should be minimal. <br /> Erosion Hazard <br /> The surficial fill,topsoil and weathered soils are of low resistance against erosion. Erosion may <br /> occur in such weak surficial soils over the steeper areas of the site if they are devoid of <br /> vegetation cover and overly saturated. Prolonged erosion may result in shallow, skin-type <br /> mudflows. The generally gentle to moderate terrain will greatly reduce the erosion hazard of the <br /> ■ LIU & ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.