My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4620 SEAHURST AVE 2020-05-20
>
Address Records
>
SEAHURST AVE
>
4620
>
4620 SEAHURST AVE 2020-05-20
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/20/2020 2:34:03 PM
Creation date
5/20/2020 2:31:33 PM
Metadata
Fields
Template:
Address Document
Street Name
SEAHURST AVE
Street Number
4620
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.
/
138
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
March 7, 2011 <br /> Mr. Paul Thompson/Kolbear, Inc. <br /> L&A Job No. 11-001 <br /> Page 2, <br /> drainage control, erosion mitigation and foundation support to buildings were also included in <br /> this study. Presented in this report are our findings, conclusion and recommendations. <br /> SCOPE OF SERVICES <br /> Our proposed scope of services for the geotechnical engineering study comprises specifically the <br /> following: <br /> 1. Review geologic and soil conditions at and in the vicinity of the subject plat site based on <br /> a published geologic map. <br /> 2. Explore subsurface (soil and groundwater) conditions of the site with backhoe test pits up <br /> to about 8 feet deep. <br /> 3. Perform necessary geotechnical engineering analysis based on soil data obtained from the <br /> test pits. <br /> 4. Prepare a written report to present our findings, conclusions and geotechnical <br /> recommendations. <br /> A geotechnical staff from our office was on site to direct the subsurface exploration program, and <br /> examined the soil and geologic conditions encountered and maintained logs of the test pits. <br /> SITE CONDITIONS <br /> SURFACE CONDITIONS <br /> The general location of the subject plat site is shown on Plate 1 —Vicinity Map. It is situated on <br /> the western fringe of a northerly trending ridge. To the west of this ridge is a moderate to steep, <br /> westerly-declining hillside. According to the topographic survey plan of the property you <br /> LIU & ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.