My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1700 ENGLAND AVE 2016-01-01 MF Import
>
Address Records
>
ENGLAND AVE
>
1700
>
1700 ENGLAND AVE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/12/2017 8:33:54 AM
Creation date
2/12/2017 8:33:39 AM
Metadata
Fields
Template:
Address Document
Street Name
ENGLAND AVE
Street Number
1700
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
100
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
Z�rnrig Properlp 9J-11-10 <br /> Ercretl, IVnshiriglnn <br /> 4.0 CONCLUSIONS AND RECOMMENDAI'IONS <br /> Based on our site reconnaissance, subsurface exploration program and ot7ice <br /> studies, the development of this site and construction of the proposed single family <br /> residence at this site is feasible from a geotechnical and geological standpoint, <br /> utilizing spread foundations and conventional construction measures. <br /> 4.l Seasonal Worldne Conditions <br /> The sandy soils encountered during our explorations on this site were mostly fine- to <br /> medium-grained and some did contain a small amount of silt. For these reasons, the <br /> soils should be considered slightly moisture sensitive. Work should be able to <br /> progress during all but the wettest times of the year. <br /> 4.2 Sitc Prenaration <br /> The driveway prisms and areas to be graded or that will receive fill should be <br /> stripped of brush, dense root accumulations, and any undocumented fill or organics <br /> prior to placing any fill or surfacing material. Based on our subsurface explorations, <br /> we estimate that tlie stripping effort should be on the order of up to 0.5 feet over <br /> most of the site. Ho�mever, we did encounter 4.0 feet of fill and topsoil in TP-3, <br /> 3 GES, bzc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.